1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 MX1300 *********************************************************************** MX1300 DESIGNATION - HPGN CA 02 07 MX1300 PID - MX1300 MX1300 STATE/COUNTY- CA/SISKIYOU MX1300 USGS QUAD - ETNA (1986) MX1300 MX1300 *CURRENT SURVEY CONTROL MX1300 ___________________________________________________________________ MX1300* NAD 83(1992)- 41 27 45.51282(N) 122 53 48.65766(W) ADJUSTED MX1300* NAVD 88 - 893.1 (meters) 2930. (feet) GPS OBS MX1300 ___________________________________________________________________ MX1300 EPOCH DATE - 1991.35 MX1300 X - -2,600,160.129 (meters) COMP MX1300 Y - -4,019,720.275 (meters) COMP MX1300 Z - 4,201,639.326 (meters) COMP MX1300 LAPLACE CORR- -4.42 (seconds) DEFLEC99 MX1300 ELLIP HEIGHT- 869.04 (meters) (05/15/92) GPS OBS MX1300 GEOID HEIGHT- -24.07 (meters) GEOID99 MX1300 MX1300 HORZ ORDER - B MX1300 ELLP ORDER - FOURTH CLASS II MX1300 MX1300.The horizontal coordinates were established by GPS observations MX1300.and adjusted by the National Geodetic Survey in May 1992. MX1300.The horizontal coordinates are valid at the epoch date displayed above. MX1300.The epoch date for horizontal control is a decimal equivalence MX1300.of Year/Month/Day. MX1300 MX1300.The orthometric height was determined by GPS observations and a MX1300.high-resolution geoid model. MX1300 MX1300.The X, Y, and Z were computed from the position and the ellipsoidal ht. MX1300 MX1300.The Laplace correction was computed from DEFLEC99 derived deflections. MX1300 MX1300.The ellipsoidal height was determined by GPS observations MX1300.and is referenced to NAD 83. MX1300 MX1300.The geoid height was determined by GEOID99. MX1300 MX1300; North East Units Scale Converg. MX1300;SPC CA 1 - 736,822.222 1,925,078.209 MT 0.99995457 -0 35 11.2 MX1300;SPC CA 1 - 2,417,390.91 6,315,860.76 sFT 0.99995457 -0 35 11.2 MX1300;UTM 10 - 4,590,121.966 508,614.185 MT 0.99960091 +0 04 05.9 MX1300 MX1300 SUPERSEDED SURVEY CONTROL MX1300 MX1300 NAD 83(1986)- 41 27 45.50647(N) 122 53 48.66319(W) AD(1984.00) 1 MX1300 MX1300.Superseded values are not recommended for survey control. MX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1300.See file dsdata.txt to determine how the superseded data were derived. MX1300 MX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL0861490122(NAD 83) MX1300_MARKER: DD = SURVEY DISK MX1300_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) MX1300_STAMPING: HPGN-CALIF. STA. 0207 1991 MX1300_MARK LOGO: CADT MX1300_PROJECTION: FLUSH MX1300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET MX1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX1300+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1999 MX1300_ROD/PIPE-DEPTH: 5.7 meters MX1300 MX1300 HISTORY - Date Condition Report By MX1300 HISTORY - 1991 MONUMENTED CADT MX1300 HISTORY - 19910702 GOOD NGS MX1300 HISTORY - 19960430 GOOD CADT MX1300 HISTORY - 19980507 GOOD CADT MX1300 HISTORY - 19990208 GOOD CADT MX1300 MX1300 STATION DESCRIPTION MX1300 MX1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 MX1300'THE STATION IS LOCATED ABOUT 29 MI (46.7 KM) SOUTHWEST OF YREKA AND MX1300'0.4 MI (0.6 KM) NORTHEAST OF ETNA AT THE INTESECTION OF STATE HIGHWAY MX1300'3 AND COLLIER WAY. MX1300'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND COLLIER MX1300'WAY (AND THE LOCATION OF BENCH MARK 2933 BB 1907) IN ETNA, GO MX1300'NORTHEASTERLY ON COLLIER WAY FOR 0.4 MI (0.6 KM) TO THE INTERSECTION MX1300'OF STATE HIGHWAY 3. THE STATION IS LOCATED ON THE LEFT, IN THE MX1300'SOUTHWEST QUADRANT OF THE INTERSECTION OF COLLIER WAY, HIGHWAY 3 AND MX1300'HOWELL WAY. MX1300'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM MX1300'ACCESS COVER. LOCATED 29.8 M (97.8 FT) SOUTHWEST OF THE CENTERLINE MX1300'OF COLLIER WAY, 15.4 M (50.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF MX1300'THE ETNA CITY LIMIT SIGN (WEST END OF SIGN), 12.7 M (41.7 FT) MX1300'SOUTHEAST OF THE WELCOME TO ETNA SIGN (WEST END OF SIGN), 1.0 M MX1300'(3.3 FT) NORTHEAST OF ANGLE POINT IN FENCE LINE AND 0.6 M (2.0 FT) MX1300'NORTHWEST OF A FIBERGLASS WITNESS POST. MX1300'THE CLOSEST VERTICAL CONTROL IS BENCH MARK V-198, APPROX. 0.3 MI MX1300'(0.5 KM) NORTH OF THE STATION ON HIGHWAY 3. BENCH MARKS W-198 OR B MX1300'ARE POSSIBLE ALTERNATES. MX1300 MX1300 STATION RECOVERY (1996) MX1300 MX1300'RECOVERY NOTE BY CALTRANS 1996 (JRL) MX1300'RECOVERED AS DESCRIBED. MX1300 MX1300 STATION RECOVERY (1998) MX1300 MX1300'RECOVERY NOTE BY CALTRANS 1998 (JRL) MX1300'RECOVERED AS DESCRIBED. MX1300' MX1300 MX1300 STATION RECOVERY (1999) MX1300 MX1300'RECOVERY NOTE BY CALTRANS 1999 (JRL) MX1300'RECOVERED AS DESCRIBED. MX1300' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DF5239 *********************************************************************** DF5239 DESIGNATION - HPGN D CA 02 PF DF5239 PID - DF5239 DF5239 STATE/COUNTY- CA/SISKIYOU DF5239 USGS QUAD - CALLAHAN (1986) DF5239 DF5239 *CURRENT SURVEY CONTROL DF5239 ___________________________________________________________________ DF5239* NAD 83(1992)- 41 18 47.87176(N) 122 45 11.58123(W) ADJUSTED DF5239* NAVD 88 - 1012.6 (meters) 3322. (feet) GPS OBS DF5239 ___________________________________________________________________ DF5239 EPOCH DATE - 1991.35 DF5239 X - -2,596,057.594 (meters) COMP DF5239 Y - -4,035,525.543 (meters) COMP DF5239 Z - 4,189,272.825 (meters) COMP DF5239 LAPLACE CORR- 5.67 (seconds) DEFLEC99 DF5239 ELLIP HEIGHT- 988.96 (meters) (04/09/03) GPS OBS DF5239 GEOID HEIGHT- -23.78 (meters) GEOID99 DF5239 DF5239 HORZ ORDER - FIRST DF5239 ELLP ORDER - FOURTH CLASS I DF5239 DF5239.The horizontal coordinates were established by GPS observations DF5239.and adjusted by the National Geodetic Survey in April 2003. DF5239.The horizontal coordinates are valid at the epoch date displayed above. DF5239.The epoch date for horizontal control is a decimal equivalence DF5239.of Year/Month/Day. DF5239 DF5239.The orthometric height was determined by GPS observations and a DF5239.high-resolution geoid model. DF5239 DF5239.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5239 DF5239.The Laplace correction was computed from DEFLEC99 derived deflections. DF5239 DF5239.The ellipsoidal height was determined by GPS observations DF5239.and is referenced to NAD 83. DF5239 DF5239.The geoid height was determined by GEOID99. DF5239 DF5239; North East Units Scale Converg. DF5239;SPC CA 1 - 720,124.391 1,936,934.203 MT 0.99992941 -0 29 33.1 DF5239;SPC CA 1 - 2,362,608.11 6,354,758.30 sFT 0.99992941 -0 29 33.1 DF5239;UTM 10 - 4,573,566.397 520,656.247 MT 0.99960525 +0 09 46.5 DF5239 DF5239 SUPERSEDED SURVEY CONTROL DF5239 DF5239.No superseded survey control is available for this station. DF5239 DF5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2065673566(NAD 83) DF5239_MARKER: DD = SURVEY DISK DF5239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF5239_STAMPING: CA-HPGN-DENSIFICATION STA. 02-PF 1998 DF5239_MARK LOGO: CADT DF5239_PROJECTION: FLUSH DF5239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF5239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5239+SATELLITE: SATELLITE OBSERVATIONS - 1998 DF5239_ROD/PIPE-DEPTH: 3.1 meters DF5239 DF5239 HISTORY - Date Condition Report By DF5239 HISTORY - 1998 MONUMENTED CADT DF5239 DF5239 STATION DESCRIPTION DF5239 DF5239'DESCRIBED BY CALTRANS 1998 (JRL) DF5239'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 3 AND DF5239'GAZELLE-CALLAHAN ROAD, ABOUT 30 MI (48.3 KM) SOUTH-SOUTHWEST OF YREKA, DF5239'22 MI (35.4 KM) SOUTHWEST OF WEED, AND 2 MI (3.2 KM) EAST OF CALLAHAN. DF5239'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 3 AND DF5239'CECILVILLE ROAD IN CALLAHAN, GO SOUTH ON HIGHWAY 3 FOR 1.9 MI (3.1 KM) DF5239'TO GAZELLE-CALLAHAN ROAD ON THE LEFT. TURN LEFT AND GO EAST ON DF5239'GAZELLE-CALLAHAN ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT. DF5239'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET DF5239'IN CONCRETE FLUSH WITH THE GROUND, 39.7 FT (12.1 M) SOUTH OF THE DF5239'CENTER OF GAZELL-CALLAHAN ROAD, 12.8 FT (3.9 M) NORTH OF THE SOUTH DF5239'RIGHT OF WAY FENCE, 3.4 FT (1.0 M) NORTH OF AN ORANGE CARSONITE DF5239'WITNESS POST, AND 3.0 FT (0.9 M) WEST OF A WHITE CARSONITE GUARD POST DF5239'WITH AMBER REFLECTOR. THE STATION WAS OCCUPIED AS PART OF A DF5239'CALIFORNIA HPGN DENSIFICATION SURVEY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AE9977 *********************************************************************** AE9977 DESIGNATION - HPGN D CA 02 PJ AE9977 PID - AE9977 AE9977 STATE/COUNTY- CA/SISKIYOU AE9977 USGS QUAD - CITY OF MOUNT SHASTA (1986) AE9977 AE9977 *CURRENT SURVEY CONTROL AE9977 ___________________________________________________________________ AE9977* NAD 83(1992)- 41 17 14.09704(N) 122 17 49.48504(W) ADJUSTED AE9977* NAVD 88 - 1087.6 (meters) 3568. (feet) GPS OBS AE9977 ___________________________________________________________________ AE9977 EPOCH DATE - 1991.35 AE9977 X - -2,564,898.881 (meters) COMP AE9977 Y - -4,057,726.793 (meters) COMP AE9977 Z - 4,187,148.633 (meters) COMP AE9977 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AE9977 ELLIP HEIGHT- 1063.98 (meters) (05/28/98) GPS OBS AE9977 GEOID HEIGHT- -23.73 (meters) GEOID99 AE9977 AE9977 HORZ ORDER - FIRST AE9977 ELLP ORDER - FOURTH CLASS II AE9977 AE9977.The horizontal coordinates were established by GPS observations AE9977.and adjusted by the National Geodetic Survey in May 1998. AE9977.The horizontal coordinates are valid at the epoch date displayed above. AE9977.The epoch date for horizontal control is a decimal equivalence AE9977.of Year/Month/Day. AE9977 AE9977.The orthometric height was determined by GPS observations and a AE9977.high-resolution geoid model. AE9977 AE9977.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9977 AE9977.The Laplace correction was computed from DEFLEC99 derived deflections. AE9977 AE9977.The ellipsoidal height was determined by GPS observations AE9977.and is referenced to NAD 83. AE9977 AE9977.The geoid height was determined by GEOID99. AE9977 AE9977; North East Units Scale Converg. AE9977;SPC CA 1 - 717,002.782 1,975,115.914 MT 0.99992572 -0 11 39.3 AE9977;SPC CA 1 - 2,352,366.63 6,480,026.13 sFT 0.99992572 -0 11 39.3 AE9977;UTM 10 - 4,570,883.484 558,859.513 MT 0.99964264 +0 27 49.8 AE9977 AE9977 SUPERSEDED SURVEY CONTROL AE9977 AE9977.No superseded survey control is available for this station. AE9977 AE9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5886070883(NAD 83) AE9977_MARKER: DD = SURVEY DISK AE9977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9977_STAMPING: CA-HPGN-DENSIFICATION STA. 02-PJ 1996 AE9977_MARK LOGO: CADT AE9977_PROJECTION: FLUSH AE9977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE9977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9977+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1999 AE9977 AE9977 HISTORY - Date Condition Report By AE9977 HISTORY - 1996 MONUMENTED CADT AE9977 HISTORY - 19990208 GOOD CADT AE9977 AE9977 STATION DESCRIPTION AE9977 AE9977'DESCRIBED BY CALTRANS 1996 (JRL) AE9977'THE STATION IS LOCATED AT A PARK AND RIDE AREA NEAR THE JUNCTION OF AE9977'INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 89, ABOUT 9 MI (14.5 KM) WEST AE9977'OF MCCLOUD AND 2 MI (3.2 KM) SOUTHEAST OF MOUNT SHASTA CITY. TO REACH AE9977'THE STATION FROM THE JUNCTION OF INTERSTATE 5 AND HIGHWAY 89, ABOUT 2 AE9977'MI (3.2 KM) SOUTHEAST OF MOUNT SHASTA CITY, GO EAST ON HIGHWAY 89 FOR AE9977'0.26 MI (0.42 KM) TO AZALEA ROAD ON THE RIGHT. TURN RIGHT AND GO AE9977'SOUTH ON AZALEA ROAD FOR 0.03 MI (0.05 KM) TO GATEWAY PARK ROAD. TURN AE9977'LEFT AND GO EAST ON GATEWAY PARK ROAD FOR 0.05 MI (0.08 KM) TO THE AE9977'STATION ON THE RIGHT. THE STATION IS A SURVEY DISK ENCASED IN PVC AE9977'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 23.6 FT AE9977'(7.2 M) SOUTH OF THE CENTERLINE OF GATEWAY PARK ROAD, 5.6 FT (1.7 M) AE9977'NORTHWEST OF A CARSONITE WITNESS POST, 4.4 FT (1.3 M) NORTH OF ANOTHER AE9977'CARSONITE WITNESS POST, AND 3.6 FT (1.1 M) SOUTH OF THE SOUTH CURB OF AE9977'GATEWAY PARK ROAD. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA AE9977'HPGN DENSIFICATION SURVEY. AE9977 AE9977 STATION RECOVERY (1999) AE9977 AE9977'RECOVERY NOTE BY CALTRANS 1999 (JRL) AE9977'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AE9979 *********************************************************************** AE9979 DESIGNATION - HPGN D CA 02 RH AE9979 PID - AE9979 AE9979 STATE/COUNTY- CA/SISKIYOU AE9979 USGS QUAD - WEED (1986) AE9979 AE9979 *CURRENT SURVEY CONTROL AE9979 ___________________________________________________________________ AE9979* NAD 83(1992)- 41 25 29.61570(N) 122 23 49.12682(W) ADJUSTED AE9979* NAVD 88 - 1038.5 (meters) 3407. (feet) GPS OBS AE9979 ___________________________________________________________________ AE9979 EPOCH DATE - 1991.35 AE9979 X - -2,566,537.700 (meters) COMP AE9979 Y - -4,044,687.555 (meters) COMP AE9979 Z - 4,198,592.726 (meters) COMP AE9979 LAPLACE CORR- -0.26 (seconds) DEFLEC99 AE9979 ELLIP HEIGHT- 1014.99 (meters) (05/28/98) GPS OBS AE9979 GEOID HEIGHT- -23.57 (meters) GEOID99 AE9979 AE9979 HORZ ORDER - FIRST AE9979 ELLP ORDER - FOURTH CLASS II AE9979 AE9979.The horizontal coordinates were established by GPS observations AE9979.and adjusted by the National Geodetic Survey in May 1998. AE9979.The horizontal coordinates are valid at the epoch date displayed above. AE9979.The epoch date for horizontal control is a decimal equivalence AE9979.of Year/Month/Day. AE9979 AE9979.The orthometric height was determined by GPS observations and a AE9979.high-resolution geoid model. AE9979 AE9979.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9979 AE9979.The Laplace correction was computed from DEFLEC99 derived deflections. AE9979 AE9979.The ellipsoidal height was determined by GPS observations AE9979.and is referenced to NAD 83. AE9979 AE9979.The geoid height was determined by GEOID99. AE9979 AE9979; North East Units Scale Converg. AE9979;SPC CA 1 - 732,321.650 1,966,817.304 MT 0.99994757 -0 15 34.5 AE9979;SPC CA 1 - 2,402,625.28 6,452,799.77 sFT 0.99994757 -0 15 34.5 AE9979;UTM 10 - 4,586,101.431 550,387.971 MT 0.99963124 +0 23 56.4 AE9979 AE9979 SUPERSEDED SURVEY CONTROL AE9979 AE9979.No superseded survey control is available for this station. AE9979 AE9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5038886101(NAD 83) AE9979_MARKER: DD = SURVEY DISK AE9979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9979_STAMPING: CA-HPGN-DENSIFICATION STA. 02-RH 1996 AE9979_MARK LOGO: CADT AE9979_PROJECTION: FLUSH AE9979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE9979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9979+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1999 AE9979 AE9979 HISTORY - Date Condition Report By AE9979 HISTORY - 1996 MONUMENTED CADT AE9979 HISTORY - 19990208 GOOD CADT AE9979 AE9979 STATION DESCRIPTION AE9979 AE9979'DESCRIBED BY CALTRANS 1996 (JRL) AE9979'THE STATION IS LOCATED IN WEED AT THE INTERSTATE HIGHWAY 5/NORTH WEED AE9979'BLVD INTERCHANGE, ABOUT 25 MI (40.2 KM) SOUTH-SOUTHEAST OF YREKA. TO AE9979'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 5 AND STATE HIGHWAY AE9979'89, ABOUT 2 MI (3.2 KM) SOUTHEAST OF MOUNT SHASTA CITY, GO NORTH ON AE9979'INTERSTATE 5 FOR 10.6 MI (17.1 KM) TO THE JUNCTION WITH U.S. HIGHWAY AE9979'97 IN WEED. CONTINUE NORTH ON INTERSTATE 5 FOR 0.54 MI (0.87 KM) TO AE9979'THE NORTH WEED BLVD OFF-RAMP. TAKE THE OFF-RAMP NORTH FOR 0.26 MI AE9979'(0.42 KM) . TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) TO THE AE9979'INTERSTATE 5 ON-RAMP ON THE LEFT. TURN LEFT AND GO NORTH ON THE AE9979'ON-RAMP FOR 0.07 MI (0.11 KM) TO THE STATION ON THE RIGHT ON TOP OF A AE9979'CUT SLOPE. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH AE9979'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 77.5 FT (23.6 M) AE9979'NORTHEAST OF THE CENTER OF THE ON-RAMP, 5.5 FT (1.7 M) NORTHEAST OF A AE9979'CARSONITE WITNESS POST, AND 2.5 FT (0.8 M) SOUTHEAST OF ANOTHER AE9979'CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF A AE9979'CALIFORNIA HPGN DENSIFICATION SURVEY. AE9979 AE9979 STATION RECOVERY (1999) AE9979 AE9979'RECOVERY NOTE BY CALTRANS 1999 (JRL) AE9979'RECOVERED AS DESCRIBED.