1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU2032 *********************************************************************** GU2032 DESIGNATION - F 697 GU2032 PID - GU2032 GU2032 STATE/COUNTY- CA/MONTEREY GU2032 USGS QUAD - SAN JUAN BAUTISTA (1993) GU2032 GU2032 *CURRENT SURVEY CONTROL GU2032 ___________________________________________________________________ GU2032* NAD 83(1986)- 36 45 07. (N) 121 37 23. (W) SCALED GU2032* NAVD 88 - 57.72 (+/-2cm) 189.4 (feet) VERTCON GU2032 ___________________________________________________________________ GU2032 GEOID HEIGHT- -33.35 (meters) GEOID03 GU2032 GU2032 VERT ORDER - FIRST CLASS I (See Below) GU2032 GU2032.The horizontal coordinates were scaled from a topographic map and have GU2032.an estimated accuracy of +/- 6 seconds. GU2032 GU2032.The NAVD 88 height was computed by applying the VERTCON shift value to GU2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2032.The vertical order pertains to the NGVD 29 superseded value. GU2032 GU2032.The geoid height was determined by GEOID03. GU2032 GU2032; North East Units Estimated Accuracy GU2032;SPC CA 4 - 660,610. 1,765,800. MT (+/- 180 meters Scaled) GU2032 GU2032 SUPERSEDED SURVEY CONTROL GU2032 GU2032 NGVD 29 (??/??/??) 56.885 (m) 186.63 (f) ADJUSTED 1 1 GU2032 GU2032.Superseded values are not recommended for survey control. GU2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2032.See file dsdata.txt to determine how the superseded data were derived. GU2032 GU2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF229682(NAD 83) GU2032_MARKER: DB = BENCH MARK DISK GU2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2032_STAMPING: F 697 1943 GU2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2032+STABILITY: SURFACE MOTION GU2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU2032+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004 GU2032 GU2032 HISTORY - Date Condition Report By GU2032 HISTORY - 1943 MONUMENTED CGS GU2032 HISTORY - 1968 GOOD NGS GU2032 HISTORY - 20040214 GOOD GEOCAC GU2032 GU2032 STATION DESCRIPTION GU2032 GU2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 GU2032'5.8 MI N FROM SALINAS. GU2032'2.75 MILES NORTH ALONG MAIN STREET FROM THE SOUTHERN PACIFIC GU2032'COMPANY RAILROAD STATION AT SALINAS, THENCE 3.05 MILES NORTHEAST GU2032'ALONG SAN JUAN GRADE ROAD, 30 FEET NORTHWEST OF THE CENTER LINE GU2032'OF THE ROAD, 30 FEET NORTHEAST OF THE CENTER LINE OF A CONCRETE GU2032'DRIVEWAY NORTHWEST TO A GARAGE ATTACHED TO A HOUSE, 5 FEET GU2032'NORTH OF POWER POLE 2 175 WITH TWO TRANSFORMERS AND A STREET GU2032'LIGHT ATTACHED, 4 1/2 FEET SOUTH OF THE SOUTHWEST END OF A GATE, GU2032'1.8 FEET SOUTHEAST OF A WOODEN FENCE, 1.2 FEET NORTHWEST OF A GU2032'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN GU2032'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. GU2032 GU2032 STATION RECOVERY (2004) GU2032 GU2032'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU2032'BM IS 10 INCHES BELOW THE SURFACE. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU2034 *********************************************************************** GU2034 DESIGNATION - H 697 GU2034 PID - GU2034 GU2034 STATE/COUNTY- CA/MONTEREY GU2034 USGS QUAD - SAN JUAN BAUTISTA (1993) GU2034 GU2034 *CURRENT SURVEY CONTROL GU2034 ___________________________________________________________________ GU2034* NAD 83(1986)- 36 46 32. (N) 121 36 02. (W) SCALED GU2034* NAVD 88 - 84.52 (+/-2cm) 277.3 (feet) VERTCON GU2034 ___________________________________________________________________ GU2034 GEOID HEIGHT- -33.21 (meters) GEOID03 GU2034 GU2034 VERT ORDER - FIRST CLASS I (See Below) GU2034 GU2034.The horizontal coordinates were scaled from a topographic map and have GU2034.an estimated accuracy of +/- 6 seconds. GU2034 GU2034.The NAVD 88 height was computed by applying the VERTCON shift value to GU2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2034.The vertical order pertains to the NGVD 29 superseded value. GU2034 GU2034.The geoid height was determined by GEOID03. GU2034 GU2034; North East Units Estimated Accuracy GU2034;SPC CA 4 - 663,170. 1,767,880. MT (+/- 180 meters Scaled) GU2034 GU2034 SUPERSEDED SURVEY CONTROL GU2034 GU2034 NGVD 29 (??/??/??) 83.667 (m) 274.50 (f) ADJUSTED 1 1 GU2034 GU2034.Superseded values are not recommended for survey control. GU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2034.See file dsdata.txt to determine how the superseded data were derived. GU2034 GU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF248708(NAD 83) GU2034_MARKER: DB = BENCH MARK DISK GU2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2034_STAMPING: H 697 1943 GU2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2034+STABILITY: SURFACE MOTION GU2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU2034+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004 GU2034 GU2034 HISTORY - Date Condition Report By GU2034 HISTORY - 1943 MONUMENTED CGS GU2034 HISTORY - 1968 GOOD NGS GU2034 HISTORY - 20040214 GOOD GEOCAC GU2034 GU2034 STATION DESCRIPTION GU2034 GU2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 GU2034'8 MI NE FROM SALINAS. GU2034'2.75 MILES NORTH ALONG MAIN STREET FROM THE SOUTHERN PACIFIC GU2034'COMPANY RAILROAD STATION AT SALINAS, THENCE 5.25 MILES NORTHEAST GU2034'ALONG SAN JUAN GRADE ROAD, 0.25 MILE NORTHEAST OF THE JUNCTION GU2034'OF CRAZY HORSE CANYON ROAD, 29 FEET SOUTHEAST OF THE CENTER GU2034'LINE OF THE ROAD, 136 FEET NORTH OF THE NORTH CORNER OF A HOUSE GU2034'AT 1040 SAN JUAN GRADE ROAD, 36 FEET SOUTHWEST OF THE CENTER GU2034'LINE OF A DRIVEWAY SOUTHEAST TO A SMALL FRAME HOUSE, 25 FEET GU2034'SOUTHWEST OF TELEPHONE POLE 771, 25 1/2 FEET SOUTHWEST OF A GU2034'FENCE CORNER, 1.4 FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHEAST GU2034'OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET GU2034'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GU2034'GROUND. GU2034 GU2034 STATION RECOVERY (2004) GU2034 GU2034'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU2034'BM IS JUST INSIDE WOODEN FENCE OF PRIVATE RESIDENCE. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU4318 *********************************************************************** GU4318 DESIGNATION - HPGN D CA 05 WB GU4318 PID - GU4318 GU4318 STATE/COUNTY- CA/MONTEREY GU4318 USGS QUAD - MARINA (1983) GU4318 GU4318 *CURRENT SURVEY CONTROL GU4318 ___________________________________________________________________ GU4318* NAD 83(1992)- 36 40 11.68248(N) 121 48 47.88146(W) ADJUSTED GU4318* NAVD 88 - 25.29 (meters) 83.0 (feet) LEVELING GU4318 ___________________________________________________________________ GU4318 EPOCH DATE - 1991.35 GU4318 X - -2,700,050.072 (meters) COMP GU4318 Y - -4,352,478.630 (meters) COMP GU4318 Z - 3,788,069.412 (meters) COMP GU4318 LAPLACE CORR- 5.03 (seconds) DEFLEC99 GU4318 ELLIP HEIGHT- -8.84 (meters) (08/05/94) GPS OBS GU4318 GEOID HEIGHT- -34.16 (meters) GEOID03 GU4318 GU4318 HORZ ORDER - FIRST GU4318 VERT ORDER - THIRD ? GU4318 ELLP ORDER - FOURTH CLASS II GU4318 GU4318.The horizontal coordinates were established by GPS observations GU4318.and adjusted by the National Geodetic Survey in August 1994. GU4318.The horizontal coordinates are valid at the epoch date displayed above. GU4318.The epoch date for horizontal control is a decimal equivalence GU4318.of Year/Month/Day. GU4318 GU4318.The orthometric height was determined by differential leveling. GU4318.The vertical network tie was performed by a horz. field party for horz. GU4318.obs reductions. Reset procedures were used to establish the elevation. GU4318 GU4318.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4318 GU4318.The Laplace correction was computed from DEFLEC99 derived deflections. GU4318 GU4318.The ellipsoidal height was determined by GPS observations GU4318.and is referenced to NAD 83. GU4318 GU4318.The geoid height was determined by GEOID03. GU4318 GU4318; North East Units Scale Factor Converg. GU4318;SPC CA 4 - 651,991.817 1,748,555.905 MT 0.99994106 -1 40 42.2 GU4318;SPC CA 4 - 2,139,076.49 5,736,720.50 sFT 0.99994106 -1 40 42.2 GU4318;UTM 10 - 4,058,911.530 606,044.726 MT 0.99973854 +0 42 31.6 GU4318 GU4318! - Elev Factor x Scale Factor = Combined Factor GU4318!SPC CA 4 - 1.00000139 x 0.99994106 = 0.99994245 GU4318!UTM 10 - 1.00000139 x 0.99973854 = 0.99973993 GU4318 GU4318 SUPERSEDED SURVEY CONTROL GU4318 GU4318.No superseded survey control is available for this station. GU4318 GU4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0604558912(NAD 83) GU4318_MARKER: DD = SURVEY DISK GU4318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) GU4318_STAMPING: CA-HPGN-D STA. 05-WB MON 001 PM 84.50 1993 GU4318_MARK LOGO: CADT GU4318_PROJECTION: RECESSED 3 CENTIMETERS GU4318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET GU4318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4318+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004 GU4318_ROD/PIPE-DEPTH: 1.2 meters GU4318 GU4318 HISTORY - Date Condition Report By GU4318 HISTORY - 1993 MONUMENTED CADT GU4318 HISTORY - 20040129 GOOD GEOCAC GU4318 GU4318 STATION DESCRIPTION GU4318 GU4318'DESCRIBED BY CALTRANS 1993 GU4318'THE STATION IS LOCATED NEAR THE 12TH STREET ENTRANCE TO FORT ORD IN GU4318'THE CITY OF MARINA, ABOUT 8 MI (12.9 KM) SOUTHWEST OF THE CITY OF GU4318'CASTROVILLE AND ABOUT 6.5 MI (10.5 KM) NORTHEAST OF THE CITY OF GU4318'MONTEREY. GU4318'$ GU4318'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 156, GU4318'SOUTH OF THE CITY OF CASTROVILLE, GO SOUTH ON STATE HIGHWAY 1 FOR 4.5 GU4318'MI (7.2 KM) TO THE RESERVATION ROAD INTERCHANGE. CONTINUE SOUTH ON GU4318'STATE HIGHWAY 1 FOR 1.7 MI (2.7 KM) TO THE OFFRAMP FOR 12TH STREET. GU4318'TAKE THE OFFRAMP SOUTH FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT GU4318'AT POST MILE 84.50. THE STATION IS LOCATED BETWEEN THE SOUTH BOUND GU4318'LANES OF STATE HIGHWAY 1 AND THE SOUTH BOUND OFFRAMP TO 12TH STREET. GU4318'A DIRT SHOULDER ON THE RIGHT SIDE OF THE OFFRAMP PROVIDES ADEQUATE GU4318'PARKING. GU4318'$ GU4318'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET GU4318'IN CONCRETE FLUSH WITH THE GROUND, 106.4 FT (32.4 M) NORTH OF THE GU4318'NORTHWEST CORNER OF THE 12TH STREET BRIDGE (NO. 44-203) OVER STATE GU4318'HIGHWAY 1, 14 FT (4.3 M) NORTHEAST OF A 4 INCH BY 4 INCH WOOD POST GU4318'WITH REFLECTORS, 8.4 FT (2.6 M) EAST OF THE WEST FACE OF THE AC DIKE GU4318'ON THE EAST SIDE OF THE OFFRAMP, 2.3 FT (0.7 M) WEST OF A CARSONITE GU4318'WITNESS POST, AND LEVEL WITH THE HIGHWAY. GU4318'$ GU4318'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION GU4318'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF GU4318'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN GU4318'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO GU4318'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN GU4318'SAN LUIS OBISPO AT (805) 549-3152. GU4318 GU4318 STATION RECOVERY (2004) GU4318 GU4318'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU4318'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU2035 *********************************************************************** GU2035 DESIGNATION - J 697 GU2035 PID - GU2035 GU2035 STATE/COUNTY- CA/MONTEREY GU2035 USGS QUAD - SAN JUAN BAUTISTA (1993) GU2035 GU2035 *CURRENT SURVEY CONTROL GU2035 ___________________________________________________________________ GU2035* NAD 83(1986)- 36 47 02. (N) 121 35 30. (W) SCALED GU2035* NAVD 88 - 85.88 (+/-2cm) 281.8 (feet) VERTCON GU2035 ___________________________________________________________________ GU2035 GEOID HEIGHT- -33.17 (meters) GEOID03 GU2035 GU2035 VERT ORDER - FIRST CLASS I (See Below) GU2035 GU2035.The horizontal coordinates were scaled from a topographic map and have GU2035.an estimated accuracy of +/- 6 seconds. GU2035 GU2035.The NAVD 88 height was computed by applying the VERTCON shift value to GU2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2035.The vertical order pertains to the NGVD 29 superseded value. GU2035 GU2035.The geoid height was determined by GEOID03. GU2035 GU2035; North East Units Estimated Accuracy GU2035;SPC CA 4 - 664,080. 1,768,700. MT (+/- 180 meters Scaled) GU2035 GU2035 SUPERSEDED SURVEY CONTROL GU2035 GU2035 NGVD 29 (??/??/??) 85.025 (m) 278.95 (f) ADJUSTED 1 1 GU2035 GU2035.Superseded values are not recommended for survey control. GU2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2035.See file dsdata.txt to determine how the superseded data were derived. GU2035 GU2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF256718(NAD 83) GU2035_MARKER: DB = BENCH MARK DISK GU2035_SETTING: 30 = CONCRETE BASE GU2035_STAMPING: J 697 1943 GU2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU2035+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004 GU2035 GU2035 HISTORY - Date Condition Report By GU2035 HISTORY - 1943 MONUMENTED CGS GU2035 HISTORY - 1968 GOOD NGS GU2035 HISTORY - 20040214 GOOD GEOCAC GU2035 GU2035 STATION DESCRIPTION GU2035 GU2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 GU2035'8.8 MI NE FROM SALINAS. GU2035'2.75 MILES NORTH ALONG MAIN STREET FROM THE SOUTHERN PACIFIC GU2035'COMPANY RAILROAD STATION AT SALINAS, THENCE 6.05 MILES NORTHEAST GU2035'ALONG SAN JUAN GRADE ROAD, IN THE TOP AND 0.8 FOOT NORTHEAST GU2035'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE BASE OF A PIPE GU2035'GUARDRAIL OF BRIDGE 811 OVER A CREEK, 11 1/2 FEET NORTHWEST OF GU2035'THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE GU2035'ROAD. GU2035 GU2035 STATION RECOVERY (2004) GU2035 GU2035'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU2035'BRIDGE IS LABELED AS '118' VICE '811' AS STATED IN DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU2030 *********************************************************************** GU2030 DESIGNATION - L 1192 GU2030 PID - GU2030 GU2030 STATE/COUNTY- CA/MONTEREY GU2030 USGS QUAD - SALINAS (1984) GU2030 GU2030 *CURRENT SURVEY CONTROL GU2030 ___________________________________________________________________ GU2030* NAD 83(1986)- 36 44 22. (N) 121 37 57. (W) SCALED GU2030* NAVD 88 - 42.63 (+/-2cm) 139.9 (feet) VERTCON GU2030 ___________________________________________________________________ GU2030 GEOID HEIGHT- -33.42 (meters) GEOID03 GU2030 GU2030 VERT ORDER - FIRST CLASS I (See Below) GU2030 GU2030.The horizontal coordinates were scaled from a topographic map and have GU2030.an estimated accuracy of +/- 6 seconds. GU2030 GU2030.The NAVD 88 height was computed by applying the VERTCON shift value to GU2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2030.The vertical order pertains to the NGVD 29 superseded value. GU2030 GU2030.The geoid height was determined by GEOID03. GU2030 GU2030; North East Units Estimated Accuracy GU2030;SPC CA 4 - 659,250. 1,764,920. MT (+/- 180 meters Scaled) GU2030 GU2030 SUPERSEDED SURVEY CONTROL GU2030 GU2030 NGVD 29 (??/??/??) 41.797 (m) 137.13 (f) ADJUSTED 1 1 GU2030 GU2030.Superseded values are not recommended for survey control. GU2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2030.See file dsdata.txt to determine how the superseded data were derived. GU2030 GU2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF220668(NAD 83) GU2030_MARKER: DB = BENCH MARK DISK GU2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2030_STAMPING: L 1192 1968 GU2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2030+STABILITY: SURFACE MOTION GU2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU2030+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004 GU2030 GU2030 HISTORY - Date Condition Report By GU2030 HISTORY - 1968 MONUMENTED CGS GU2030 HISTORY - 20040214 GOOD GEOCAC GU2030 GU2030 STATION DESCRIPTION GU2030 GU2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 GU2030'4.8 MI N FROM SALINAS. GU2030'2.75 MILES NORTH ALONG MAIN STREET FROM THE SOUTHERN PACIFIC GU2030'COMPANY RAILROAD STATION AT SALINAS, THENCE 2.05 MILES NORTHEAST GU2030'ALONG SAN JUAN GRADE ROAD, 0.2 MILE NORTHEAST OF A SOUTHERN GU2030'BAPTIST CHURCH, 0.05 MILE SOUTHWEST OF THE CROSSING OF A POWER GU2030'LINE AND THE JUNCTION OF A TRACK ROAD SOUTHEAST, 29 FEET GU2030'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHEAST GU2030'OF TELEPHONE POLE 63, 1 1/2 FEET SOUTHWEST OF A WITNESS POST, GU2030'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A GU2030'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU2030 GU2030 STATION RECOVERY (2004) GU2030 GU2030'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU2030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 GU4119 *********************************************************************** GU4119 DESIGNATION - Z 1435 GU4119 PID - GU4119 GU4119 STATE/COUNTY- CA/MONTEREY GU4119 USGS QUAD - SALINAS (1984) GU4119 GU4119 *CURRENT SURVEY CONTROL GU4119 ___________________________________________________________________ GU4119* NAD 83(1986)- 36 41 48. (N) 121 42 01. (W) SCALED GU4119* NAVD 88 - 10.699 (meters) 35.10 (feet) ADJUSTED GU4119 ___________________________________________________________________ GU4119 GEOID HEIGHT- -33.78 (meters) GEOID03 GU4119 DYNAMIC HT - 10.691 (meters) 35.08 (feet) COMP GU4119 MODELED GRAV- 979,848.2 (mgal) NAVD 88 GU4119 GU4119 VERT ORDER - FIRST CLASS II GU4119 GU4119.The horizontal coordinates were scaled from a topographic map and have GU4119.an estimated accuracy of +/- 6 seconds. GU4119 GU4119.The orthometric height was determined by differential leveling GU4119.and adjusted by the National Geodetic Survey in June 1991. GU4119 GU4119.The geoid height was determined by GEOID03. GU4119 GU4119.The dynamic height is computed by dividing the NAVD 88 GU4119.geopotential number by the normal gravity value computed on the GU4119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU4119.degrees latitude (g = 980.6199 gals.). GU4119 GU4119.The modeled gravity was interpolated from observed gravity values. GU4119 GU4119; North East Units Estimated Accuracy GU4119;SPC CA 4 - 654,670. 1,758,740. MT (+/- 180 meters Scaled) GU4119 GU4119 SUPERSEDED SURVEY CONTROL GU4119 GU4119.No superseded survey control is available for this station. GU4119 GU4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF161620(NAD 83) GU4119_MARKER: I = METAL ROD GU4119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) GU4119_STAMPING: Z 1435 1989 GU4119_MARK LOGO: NGS GU4119_PROJECTION: FLUSH GU4119_MAGNETIC: I = MARKER IS A STEEL ROD GU4119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU4119+STABILITY: POSITION/ELEVATION WELL GU4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4119+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004 GU4119_ROD/PIPE-DEPTH: 17.1 meters GU4119 GU4119 HISTORY - Date Condition Report By GU4119 HISTORY - 1989 MONUMENTED NGS GU4119 HISTORY - 20040122 GOOD GEOCAC GU4119 GU4119 STATION DESCRIPTION GU4119 GU4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GU4119'4.5 KM (2.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 183 FROM THE GU4119'JUNCTION OF MAIN STREET IN SALINAS, NEAR THE EAST CORNER OF GRAVES GU4119'SCHOOL YARD, 22.6 M (74.1 FT) NORTHWEST OF THE CENTERLINE OF MCFADDEN GU4119'ROAD, 20.0 M (65.6 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 8.3 M GU4119'(27.2 FT) NORTHWEST OF A FENCE CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL GU4119'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND GU4119'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. GU4119 GU4119 STATION RECOVERY (2004) GU4119 GU4119'RECOVERY NOTE BY GEOCACHING 2004 (BLH) GU4119'RECOVERED IN GOOD CONDITION.