1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV1108 *********************************************************************** FV1108 DESIGNATION - Q 693 RESET 1963 FV1108 PID - FV1108 FV1108 STATE/COUNTY- CA/SAN LUIS OBISPO FV1108 USGS QUAD - CAYUCOS (1994) FV1108 FV1108 *CURRENT SURVEY CONTROL FV1108 ___________________________________________________________________ FV1108* NAD 83(1986)- 35 26 59. (N) 120 54 55. (W) SCALED FV1108* NAVD 88 - 17.333 (meters) 56.87 (feet) ADJUSTED FV1108 ___________________________________________________________________ FV1108 GEOID HEIGHT- -34.71 (meters) GEOID03 FV1108 DYNAMIC HT - 17.318 (meters) 56.82 (feet) COMP FV1108 MODELED GRAV- 979,770.6 (mgal) NAVD 88 FV1108 FV1108 VERT ORDER - FIRST CLASS I FV1108 FV1108.The horizontal coordinates were scaled from a topographic map and have FV1108.an estimated accuracy of +/- 6 seconds. FV1108 FV1108.The orthometric height was determined by differential leveling FV1108.and adjusted by the National Geodetic Survey in June 1991. FV1108 FV1108.The geoid height was determined by GEOID03. FV1108 FV1108.The dynamic height is computed by dividing the NAVD 88 FV1108.geopotential number by the normal gravity value computed on the FV1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1108.degrees latitude (g = 980.6199 gals.). FV1108 FV1108.The modeled gravity was interpolated from observed gravity values. FV1108 FV1108; North East Units Estimated Accuracy FV1108;SPC CA 5 - 720,120. 1,735,370. MT (+/- 180 meters Scaled) FV1108 FV1108 SUPERSEDED SURVEY CONTROL FV1108 FV1108 NGVD 29 (10/21/93) 16.498 (m) 54.13 (f) ADJUSTED 1 1 FV1108 FV1108.Superseded values are not recommended for survey control. FV1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1108.See file dsdata.txt to determine how the superseded data were derived. FV1108 FV1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE892249(NAD 83) FV1108_MARKER: DB = BENCH MARK DISK FV1108_SETTING: 30 = SET IN A LIGHT STRUCTURE FV1108_SP_SET: CULVERT FV1108_STAMPING: Q 693 RESET 1963 FV1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1108 FV1108 HISTORY - Date Condition Report By FV1108 HISTORY - 1963 MONUMENTED CADH FV1108 HISTORY - 1977 GOOD NGS FV1108 HISTORY - 20050825 GOOD CADT FV1108 FV1108 STATION DESCRIPTION FV1108 FV1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1108'0.8 MI NW FROM CAYUCOS. FV1108'0.3 MILE SOUTHERLY ALONG CAYUCOS DRIVE FROM ITS OVERPASS OVER STATE FV1108'HIGHWAY 1, THENCE 0.5 MILE WESTERLY ALONG OCEAN AVENUE TO THE MARK FV1108'ON THE LEFT, 29.5 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE FV1108'AVENUE, 42 FEET WEST OF THE WESTERN MOST DRIVEWAYS LEADING TO HOUSE FV1108'NUMBER 711, 35 FEET NORTH OF DROPOFF TO OCEAN, SET IN THE WEST- FV1108'SOUTHWEST END OF DROP INLET TO CULVERT. FV1108 FV1108 STATION RECOVERY (2005) FV1108 FV1108'RECOVERY NOTE BY CALTRANS 2005 (AO) FV1108'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV0752 *********************************************************************** FV0752 DESIGNATION - R 693 RESET 1963 FV0752 PID - FV0752 FV0752 STATE/COUNTY- CA/SAN LUIS OBISPO FV0752 USGS QUAD - CAYUCOS (1994) FV0752 FV0752 *CURRENT SURVEY CONTROL FV0752 ___________________________________________________________________ FV0752* NAD 83(1986)- 35 26 59. (N) 120 55 59. (W) SCALED FV0752* NAVD 88 - 6.792 (meters) 22.28 (feet) ADJUSTED FV0752 ___________________________________________________________________ FV0752 GEOID HEIGHT- -34.75 (meters) GEOID03 FV0752 DYNAMIC HT - 6.786 (meters) 22.26 (feet) COMP FV0752 MODELED GRAV- 979,772.8 (mgal) NAVD 88 FV0752 FV0752 VERT ORDER - FIRST CLASS I FV0752 FV0752.The horizontal coordinates were scaled from a topographic map and have FV0752.an estimated accuracy of +/- 6 seconds. FV0752 FV0752.The orthometric height was determined by differential leveling FV0752.and adjusted by the National Geodetic Survey in June 1991. FV0752 FV0752.The geoid height was determined by GEOID03. FV0752 FV0752.The dynamic height is computed by dividing the NAVD 88 FV0752.geopotential number by the normal gravity value computed on the FV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0752.degrees latitude (g = 980.6199 gals.). FV0752 FV0752.The modeled gravity was interpolated from observed gravity values. FV0752 FV0752; North East Units Estimated Accuracy FV0752;SPC CA 5 - 720,170. 1,733,760. MT (+/- 180 meters Scaled) FV0752 FV0752 SUPERSEDED SURVEY CONTROL FV0752 FV0752 NGVD 29 (10/21/93) 5.958 (m) 19.55 (f) ADJUSTED 1 1 FV0752 FV0752.Superseded values are not recommended for survey control. FV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0752.See file dsdata.txt to determine how the superseded data were derived. FV0752 FV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE875248(NAD 83) FV0752_MARKER: DB = BENCH MARK DISK FV0752_SETTING: 30 = SET IN A LIGHT STRUCTURE FV0752_SP_SET: HEADWALL FV0752_STAMPING: R 693 RESET 1963 FV0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV0752 FV0752 HISTORY - Date Condition Report By FV0752 HISTORY - 1963 MONUMENTED CADH FV0752 HISTORY - 1962 GOOD NGS FV0752 HISTORY - 1977 GOOD NGS FV0752 HISTORY - 20050825 GOOD CADT FV0752 FV0752 STATION DESCRIPTION FV0752 FV0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FV0752'1.8 MI W FROM CAYUCOS. FV0752'1.8 MILES NORTHWEST ALONG HIGHWAY 1 FROM THE BRIDGE AT CAYUCOS, FV0752'SAN LUIS OBISPO COUNTY, NEAR A FARMHOUSE DRIVEWAY, AND SET IN FV0752'THE TOP OF HEADWALL OF BOX CULVERT 125 FEET LEFT, HIGHWAY FV0752'STATION 263+50. FV0752 FV0752 STATION RECOVERY (1977) FV0752 FV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0752'1.8 MILES WEST ALONG STATE HIGHWAY 1 FROM CAYUCOS DRIVE OVERPASS FV0752'OVER STATE HIGHWAY 1 AT CAYUCOS, TO A GATE SOUTH OF THE HIGHWAY, FV0752'THENCE 300 FEET WESTERLY ALONG THE FENCE LINE TO THE MOST SOUTHERN FV0752'ONE OF TWO CULVERTS, ABOUT 155 FEET SOUTH-SOUTHEAST OF THE SOUTH FV0752'BOUND LANE OF THE HIGHWAY, 36 FEET WEST-SOUTHWEST OF POWER POLE FV0752'NUMBER 665, SET IN THE TOP AND 1.5 FEET WEST OF THE EAST END OF FV0752'THE HEADWALL FOR A BOX CULVERT. FV0752 FV0752 STATION RECOVERY (2005) FV0752 FV0752'RECOVERY NOTE BY CALTRANS 2005 (AO) FV0752'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV1040 *********************************************************************** FV1040 DESIGNATION - S 693 FV1040 PID - FV1040 FV1040 STATE/COUNTY- CA/SAN LUIS OBISPO FV1040 USGS QUAD - CAYUCOS (1994) FV1040 FV1040 *CURRENT SURVEY CONTROL FV1040 ___________________________________________________________________ FV1040* NAD 83(1992)- 35 27 23.65298(N) 120 57 24.05064(W) ADJUSTED FV1040* NAVD 88 - 13.213 (meters) 43.35 (feet) ADJUSTED FV1040 ___________________________________________________________________ FV1040 EPOCH DATE - 1991.35 FV1040 LAPLACE CORR- 4.60 (seconds) DEFLEC99 FV1040 GEOID HEIGHT- -34.79 (meters) GEOID03 FV1040 DYNAMIC HT - 13.202 (meters) 43.31 (feet) COMP FV1040 MODELED GRAV- 979,769.6 (mgal) NAVD 88 FV1040 FV1040 HORZ ORDER - SECOND FV1040 VERT ORDER - FIRST CLASS I FV1040 FV1040.The horizontal coordinates were established by classical geodetic methods FV1040.and adjusted by the National Geodetic Survey in June 1996. FV1040.The horizontal coordinates are valid at the epoch date displayed above. FV1040.The epoch date for horizontal control is a decimal equivalence FV1040.of Year/Month/Day. FV1040 FV1040.The orthometric height was determined by differential leveling FV1040.and adjusted by the National Geodetic Survey in June 1991. FV1040 FV1040.The Laplace correction was computed from DEFLEC99 derived deflections. FV1040 FV1040.The geoid height was determined by GEOID03. FV1040 FV1040.The dynamic height is computed by dividing the NAVD 88 FV1040.geopotential number by the normal gravity value computed on the FV1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1040.degrees latitude (g = 980.6199 gals.). FV1040 FV1040.The modeled gravity was interpolated from observed gravity values. FV1040 FV1040; North East Units Scale Factor Converg. FV1040;SPC CA 5 - 720,987.690 1,731,637.129 MT 0.99999781 -1 41 07.2 FV1040;SPC CA 5 - 2,365,440.45 5,681,212.81 sFT 0.99999781 -1 41 07.2 FV1040;UTM 10 - 3,925,595.368 685,427.617 MT 1.00002373 +1 11 08.3 FV1040 FV1040! - Elev Factor x Scale Factor = Combined Factor FV1040!SPC CA 5 - 1.00000339 x 0.99999781 = 1.00000120 FV1040!UTM 10 - 1.00000339 x 1.00002373 = 1.00002712 FV1040 FV1040 SUPERSEDED SURVEY CONTROL FV1040 FV1040 NAD 83(1986)- 35 27 23.64889(N) 120 57 24.04346(W) AD(1984.00) 2 FV1040 NAD 27 - 35 27 23.74205(N) 120 57 20.39754(W) AD( ) 2 FV1040 NGVD 29 (??/??/92) 12.383 (m) 40.63 (f) ADJ UNCH 1 1 FV1040 FV1040.Superseded values are not recommended for survey control. FV1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1040.See file dsdata.txt to determine how the superseded data were derived. FV1040 FV1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8542825595(NAD 83) FV1040_MARKER: DB = BENCH MARK DISK FV1040_SETTING: 30 = SET IN A LIGHT STRUCTURE FV1040_SP_SET: HEADWALL FV1040_STAMPING: S 693 1943 FV1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1040 FV1040 HISTORY - Date Condition Report By FV1040 HISTORY - 1943 MONUMENTED CGS FV1040 HISTORY - 1943 GOOD CGS FV1040 HISTORY - 1971 GOOD NGS FV1040 HISTORY - 1977 GOOD NGS FV1040 HISTORY - 20050825 GOOD CADT FV1040 FV1040 STATION DESCRIPTION FV1040 FV1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FV1040'BM S 693 USC AND GS 1943 WAS USED AS THE AZIMUTH MARK (FOR FV1040'FILIPPONI TPC). IT IS LOCATED ABOUT 1 MILE WEST OF THE STATION FV1040'ON OLD HIGHWAY 1. TO REACH FROM THE MAIL BOX AND TURN OFF ONTO FV1040'THE PROPERTY OF MR. FILIPPONI AT CALIFORNIA STATE ROUTE 1, FV1040'CONTINUE ON RT. 1 FOR 0.2 MILE TO A BRIDGE ON LOD HIGHWAY TO FV1040'THE RIGHT. THE MARK IS SET IN THE WEST END OF THE NORTH FV1040'CULVERT. MARK IS A USC AND GS BENCH MARK DISK AND IS STAMPED FV1040'S 693 1943. FV1040 FV1040 STATION RECOVERY (1943) FV1040 FV1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 FV1040'3.3 MI NW FROM CAYUCOS. FV1040'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BRIDGE AT FV1040'CAYUCOS, SAN LUIS OBISPO COUNTY, AT A CONCRETE CULVERT, IN FV1040'THE NORTHWEST END OF THE NORTHEAST HEADWALL, 15 FEET NORTHEAST OF FV1040'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET SOUTH OF A FARM FENCE. FV1040'A STANDARD DISK, STAMPED S 693 1943. FV1040 FV1040 STATION RECOVERY (1971) FV1040 FV1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FV1040'RECOVERED IN GOOD CONDITION. FV1040 FV1040 STATION RECOVERY (1977) FV1040 FV1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV1040'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM CAYCUOS DRIVE OVERPASS FV1040'OVER STATE HIGHWAY 1 AT CAYUCOS, 20 FEET NORTH OF THE CENTER LINE OF FV1040'THE HIGHWAY, 15 FEET NORTHEAST OF THE CENTER OF THE OLD HIGHWAY, SET FV1040'IN TOP AND 1 FOOT EAST OF THE WEST END OF THE NORTHEAST HEADWALL TO FV1040'A CONCRETE CULVERT. FV1040 FV1040 STATION RECOVERY (2005) FV1040 FV1040'RECOVERY NOTE BY CALTRANS 2005 (AO) FV1040'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV0754 *********************************************************************** FV0754 DESIGNATION - T 693 FV0754 PID - FV0754 FV0754 STATE/COUNTY- CA/SAN LUIS OBISPO FV0754 USGS QUAD - CAYUCOS (1994) FV0754 FV0754 *CURRENT SURVEY CONTROL FV0754 ___________________________________________________________________ FV0754* NAD 83(1986)- 35 28 19. (N) 120 58 55. (W) SCALED FV0754* NAVD 88 - 11.759 (meters) 38.58 (feet) ADJUSTED FV0754 ___________________________________________________________________ FV0754 GEOID HEIGHT- -34.79 (meters) GEOID03 FV0754 DYNAMIC HT - 11.749 (meters) 38.55 (feet) COMP FV0754 MODELED GRAV- 979,775.1 (mgal) NAVD 88 FV0754 FV0754 VERT ORDER - FIRST CLASS I FV0754 FV0754.The horizontal coordinates were scaled from a topographic map and have FV0754.an estimated accuracy of +/- 6 seconds. FV0754 FV0754.The orthometric height was determined by differential leveling FV0754.and adjusted by the National Geodetic Survey in June 1991. FV0754 FV0754.The geoid height was determined by GEOID03. FV0754 FV0754.The dynamic height is computed by dividing the NAVD 88 FV0754.geopotential number by the normal gravity value computed on the FV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0754.degrees latitude (g = 980.6199 gals.). FV0754 FV0754.The modeled gravity was interpolated from observed gravity values. FV0754 FV0754; North East Units Estimated Accuracy FV0754;SPC CA 5 - 722,760. 1,729,400. MT (+/- 180 meters Scaled) FV0754 FV0754 SUPERSEDED SURVEY CONTROL FV0754 FV0754 NGVD 29 (??/??/92) 10.933 (m) 35.87 (f) ADJ UNCH 1 1 FV0754 FV0754.Superseded values are not recommended for survey control. FV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0754.See file dsdata.txt to determine how the superseded data were derived. FV0754 FV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE831272(NAD 83) FV0754_MARKER: DB = BENCH MARK DISK FV0754_SETTING: 80 = SET IN A BOULDER FV0754_SP_SET: BOULDER FV0754_STAMPING: T 693 1943 FV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0754+STABILITY: SURFACE MOTION FV0754 FV0754 HISTORY - Date Condition Report By FV0754 HISTORY - 1943 MONUMENTED CGS FV0754 HISTORY - 1977 GOOD NGS FV0754 HISTORY - 20050825 GOOD CADT FV0754 FV0754 STATION DESCRIPTION FV0754 FV0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FV0754'3.7 MI SE FROM HARMONY. FV0754'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CREEK AT FV0754'HARMONY, SAN LUIS OBISPO COUNTY, 180 FEET SOUTH OF THE CENTERLINE FV0754'OF THE HIGHWAY, 100 FEET EAST OF A POWER POLE, 90 FEET NORTH OF FV0754'A SMALL CREEK, AND IN THE TOP OF A LARGE BOULDER. A STANDARD FV0754'DISK, STAMPED T 693 1943. FV0754 FV0754 STATION RECOVERY (1977) FV0754 FV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0754'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION WITH FV0754'HARMONY CREEK ROAD AT HAROMEY, SET IN THE ROCK OUTCROP 47 FEET FV0754'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19.5 FEET SOUTH OF A EAST- FV0754'WEST FENCE LINE, 62 FEET EAST-SOUTHEAST OF A POWER LINE POLE, 87 FV0754'FEET WEST OF THE WEST END OF A CULVERT HEADWALL. FV0754'NOTE-THIS MARK CAN ALSO BE REACHED BY GOING 5.1 MILES NORTHWEST FV0754'ALONG STATE HIGHWAY 1 FROM CAYUCOS DRIVE OVERPASS OVER STATE FV0754'HIGHWAY 1 AT CAYUCOS. FV0754 FV0754 STATION RECOVERY (2005) FV0754 FV0754'RECOVERY NOTE BY CALTRANS 2005 (AO) FV0754'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV1109 *********************************************************************** FV1109 DESIGNATION - U 1314 FV1109 PID - FV1109 FV1109 STATE/COUNTY- CA/SAN LUIS OBISPO FV1109 USGS QUAD - CAYUCOS (1994) FV1109 FV1109 *CURRENT SURVEY CONTROL FV1109 ___________________________________________________________________ FV1109* NAD 83(1986)- 35 27 05. (N) 120 56 37. (W) SCALED FV1109* NAVD 88 - 21.189 (meters) 69.52 (feet) ADJUSTED FV1109 ___________________________________________________________________ FV1109 GEOID HEIGHT- -34.77 (meters) GEOID03 FV1109 DYNAMIC HT - 21.170 (meters) 69.46 (feet) COMP FV1109 MODELED GRAV- 979,771.8 (mgal) NAVD 88 FV1109 OBS GRAVITY - 979,769.4 (mgal) GRAV_OBS FV1109 FV1109 VERT ORDER - FIRST CLASS I FV1109 FV1109.The horizontal coordinates were scaled from a topographic map and have FV1109.an estimated accuracy of +/- 6 seconds. FV1109 FV1109.The orthometric height was determined by differential leveling FV1109.and adjusted by the National Geodetic Survey in June 1991. FV1109 FV1109.The geoid height was determined by GEOID03. FV1109 FV1109.The dynamic height is computed by dividing the NAVD 88 FV1109.geopotential number by the normal gravity value computed on the FV1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1109.degrees latitude (g = 980.6199 gals.). FV1109 FV1109.The modeled gravity was interpolated from observed gravity values. FV1109.The observed gravity was obtained from relative gravimeter ties FV1109.to the IGSN71 gravity network. FV1109 FV1109; North East Units Estimated Accuracy FV1109;SPC CA 5 - 720,380. 1,732,810. MT (+/- 180 meters Scaled) FV1109 FV1109 SUPERSEDED SURVEY CONTROL FV1109 FV1109 NGVD 29 (10/21/93) 20.356 (m) 66.78 (f) ADJUSTED 1 1 FV1109 FV1109.Superseded values are not recommended for survey control. FV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1109.See file dsdata.txt to determine how the superseded data were derived. FV1109 FV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE866250(NAD 83) FV1109_MARKER: DB = BENCH MARK DISK FV1109_SETTING: 30 = SET IN A LIGHT STRUCTURE FV1109_SP_SET: CULVERT HEADWALL FV1109_STAMPING: U 1314 1977 FV1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1109 FV1109 HISTORY - Date Condition Report By FV1109 HISTORY - 1977 MONUMENTED NGS FV1109 HISTORY - 20050825 GOOD CADT FV1109 FV1109 STATION DESCRIPTION FV1109 FV1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1109'2.4 MI WEST FROM CAYUCOS. FV1109'2.4 MILES WESTERLY ALONG STATE HIGHWAY 1 FROM CAYUCOS DRIVE OVERPASS FV1109'OVER HIGHWAY 1 AT CAYUCOS, SET IN TOP AND 1 FOOT WEST OF THE EAST END FV1109'OF THE NORTH HEADWALL FOR A 36-INCH PIPE CULVERT, 54 FEET NORTH OF THE FV1109'CENTER LINE OF THE HIGHWAY AND 32 FEET SOUTH OF A FENCE LINE. FV1109 FV1109 STATION RECOVERY (2005) FV1109 FV1109'RECOVERY NOTE BY CALTRANS 2005 (AO) FV1109'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV1110 *********************************************************************** FV1110 DESIGNATION - V 1314 FV1110 PID - FV1110 FV1110 STATE/COUNTY- CA/SAN LUIS OBISPO FV1110 USGS QUAD - CAYUCOS (1994) FV1110 FV1110 *CURRENT SURVEY CONTROL FV1110 ___________________________________________________________________ FV1110* NAD 83(1986)- 35 27 40. (N) 120 58 10. (W) SCALED FV1110* NAVD 88 - 9.765 (meters) 32.04 (feet) ADJUSTED FV1110 ___________________________________________________________________ FV1110 GEOID HEIGHT- -34.80 (meters) GEOID03 FV1110 DYNAMIC HT - 9.757 (meters) 32.01 (feet) COMP FV1110 MODELED GRAV- 979,770.0 (mgal) NAVD 88 FV1110 OBS GRAVITY - 979,774.4 (mgal) GRAV_OBS FV1110 FV1110 VERT ORDER - FIRST CLASS I FV1110 FV1110.The horizontal coordinates were scaled from a topographic map and have FV1110.an estimated accuracy of +/- 6 seconds. FV1110 FV1110.The orthometric height was determined by differential leveling FV1110.and adjusted by the National Geodetic Survey in June 1991. FV1110 FV1110.The geoid height was determined by GEOID03. FV1110 FV1110.The dynamic height is computed by dividing the NAVD 88 FV1110.geopotential number by the normal gravity value computed on the FV1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1110.degrees latitude (g = 980.6199 gals.). FV1110 FV1110.The modeled gravity was interpolated from observed gravity values. FV1110.The observed gravity was obtained from relative gravimeter ties FV1110.to the IGSN71 gravity network. FV1110 FV1110; North East Units Estimated Accuracy FV1110;SPC CA 5 - 721,530. 1,730,490. MT (+/- 180 meters Scaled) FV1110 FV1110 SUPERSEDED SURVEY CONTROL FV1110 FV1110 NGVD 29 (10/21/93) 8.937 (m) 29.32 (f) ADJUSTED 1 1 FV1110 FV1110.Superseded values are not recommended for survey control. FV1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1110.See file dsdata.txt to determine how the superseded data were derived. FV1110 FV1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE842260(NAD 83) FV1110_MARKER: DB = BENCH MARK DISK FV1110_SETTING: 30 = SET IN A LIGHT STRUCTURE FV1110_SP_SET: CULVERT HEADWALL FV1110_STAMPING: V 1314 1977 FV1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1110 FV1110 HISTORY - Date Condition Report By FV1110 HISTORY - 1977 MONUMENTED NGS FV1110 HISTORY - 20050825 GOOD CADT FV1110 FV1110 STATION DESCRIPTION FV1110 FV1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1110'4.1 MI NW FROM CAYUCOS. FV1110'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM CAYUCOS DRIVE OVERPASS FV1110'OVER STATE HIGHWAY 1 AT CAYUCOS, SET IN TOP AND 1 FOOT SOUTHEAST OF FV1110'THE NORTHWEST END OF THE NORTH HEADWALL FOR A 6-FOOT CONCRETE BOX FV1110'CULVERT, 29.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.5 FEET FV1110'WEST OF A FENCE POST. FV1110 FV1110 STATION RECOVERY (2005) FV1110 FV1110'RECOVERY NOTE BY CALTRANS 2005 (AO) FV1110'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 FV1111 *********************************************************************** FV1111 DESIGNATION - W 1314 FV1111 PID - FV1111 FV1111 STATE/COUNTY- CA/SAN LUIS OBISPO FV1111 USGS QUAD - CAYUCOS (1994) FV1111 FV1111 *CURRENT SURVEY CONTROL FV1111 ___________________________________________________________________ FV1111* NAD 83(1986)- 35 28 51. (N) 120 59 43. (W) SCALED FV1111* NAVD 88 - 30.873 (meters) 101.29 (feet) ADJUSTED FV1111 ___________________________________________________________________ FV1111 GEOID HEIGHT- -34.78 (meters) GEOID03 FV1111 DYNAMIC HT - 30.846 (meters) 101.20 (feet) COMP FV1111 MODELED GRAV- 979,771.6 (mgal) NAVD 88 FV1111 OBS GRAVITY - 979,772.7 (mgal) GRAV_OBS FV1111 FV1111 VERT ORDER - FIRST CLASS I FV1111 FV1111.The horizontal coordinates were scaled from a topographic map and have FV1111.an estimated accuracy of +/- 6 seconds. FV1111 FV1111.The orthometric height was determined by differential leveling FV1111.and adjusted by the National Geodetic Survey in June 1991. FV1111 FV1111.The geoid height was determined by GEOID03. FV1111 FV1111.The dynamic height is computed by dividing the NAVD 88 FV1111.geopotential number by the normal gravity value computed on the FV1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1111.degrees latitude (g = 980.6199 gals.). FV1111 FV1111.The modeled gravity was interpolated from observed gravity values. FV1111.The observed gravity was obtained from relative gravimeter ties FV1111.to the IGSN71 gravity network. FV1111 FV1111; North East Units Estimated Accuracy FV1111;SPC CA 5 - 723,780. 1,728,220. MT (+/- 180 meters Scaled) FV1111 FV1111 SUPERSEDED SURVEY CONTROL FV1111 FV1111 NGVD 29 (10/21/93) 30.047 (m) 98.58 (f) ADJUSTED 1 1 FV1111 FV1111.Superseded values are not recommended for survey control. FV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1111.See file dsdata.txt to determine how the superseded data were derived. FV1111 FV1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE818282(NAD 83) FV1111_MARKER: DB = BENCH MARK DISK FV1111_SETTING: 30 = SET IN A LIGHT STRUCTURE FV1111_SP_SET: CULVERT HEADWALL FV1111_STAMPING: W 1314 1977 FV1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1111 FV1111 HISTORY - Date Condition Report By FV1111 HISTORY - 1977 MONUMENTED NGS FV1111 HISTORY - 20050825 GOOD CADT FV1111 FV1111 STATION DESCRIPTION FV1111 FV1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1111'2.6 MI SE FROM HARMONY. FV1111'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION WITH FV1111'HARMONY CREEK ROAD AT HARMONY, SET IN TOP AND 1 FOOT EAST OF THE FV1111'WEST END OF THE NORTH HEADWALL TO A 24-INCH PIPE CULVERT, 29.5 FV1111'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39.5 FEET SOUTH OF FV1111'A FENCE LINE AND 7.5 FEET NORTH-NORTHWEST OF A CALIFORNIA HIGHWAY FV1111'SURVEY MONUMENT MARKER NUMBER 91-36. FV1111 FV1111 STATION RECOVERY (2005) FV1111 FV1111'RECOVERY NOTE BY CALTRANS 2005 (AO) FV1111'RECOVERED IN GOOD CONDITION.