1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AA4347 *********************************************************************** AA4347 DESIGNATION - G 855 RESET AA4347 PID - AA4347 AA4347 STATE/COUNTY- CA/PLACER AA4347 USGS QUAD - CITRUS HEIGHTS (1992) AA4347 AA4347 *CURRENT SURVEY CONTROL AA4347 ___________________________________________________________________ AA4347* NAD 83(1986)- 38 44 01. (N) 121 17 26. (W) SCALED AA4347* NAVD 88 - 40.16 (+/-2cm) 131.8 (feet) VERTCON AA4347 ___________________________________________________________________ AA4347 GEOID HEIGHT- -30.15 (meters) GEOID99 AA4347 AA4347 VERT ORDER - THIRD (See Below) AA4347 AA4347.The horizontal coordinates were scaled from a topographic map and have AA4347.an estimated accuracy of +/- 6 seconds. AA4347 AA4347.The NAVD 88 height was computed by applying the VERTCON shift value to AA4347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4347.The vertical order pertains to the superseded datum. AA4347 AA4347.The geoid height was determined by GEOID99. AA4347 AA4347; North East Units Estimated Accuracy AA4347;SPC CA 2 - 618,680. 2,061,680. MT (+/- 180 meters Scaled) AA4347 AA4347 SUPERSEDED SURVEY CONTROL AA4347 AA4347 NGVD 29 - 39.40 (m) 129.3 (f) RESET 3 AA4347 AA4347.Superseded values are not recommended for survey control. AA4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4347.See file dsdata.txt to determine how the superseded data were derived. AA4347 AA4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH485886(NAD 83) AA4347_MARKER: DV = VERTICAL CONTROL DISK AA4347_SETTING: 31 = SIDEWALK AA4347_STAMPING: G 855 RESET 1978 AA4347_MARK LOGO: NGS AA4347_MAGNETIC: N = NO MAGNETIC MATERIAL AA4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4347 AA4347 HISTORY - Date Condition Report By AA4347 HISTORY - 1978 MONUMENTED CADT AA4347 AA4347 STATION DESCRIPTION AA4347 AA4347'DESCRIBED BY CALTRANS 1978 (DRG) AA4347'FROM THE US POST OFFICE IN ROSEVILLE, GO SOUTHWEST ON VERNON STREET AA4347'(HIGHWAY 65) 0.4 MILE,TURN LEFT ON RIVERSIDE AVENUE (HIGHWAY 65) AND AA4347'GO SOUTH 0.7 MILE (1.1 KM) TO A BRIDGE OVER DRY CREEK, SET IN TOP OF AA4347'WEST SIDEWALK OVER THE NORTH ABUTMENT, 32.5 FEET (9.9 M) WEST OF AA4347'CENTERLINE OF THE HIGHWAY AND 0.8 FOOT (24.4 CM) HIGHER THAN THE AA4347'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH4828 *********************************************************************** AH4828 DESIGNATION - H 566 RESET AH4828 PID - AH4828 AH4828 STATE/COUNTY- CA/PLACER AH4828 USGS QUAD - ROCKLIN (1981) AH4828 AH4828 *CURRENT SURVEY CONTROL AH4828 ___________________________________________________________________ AH4828* NAD 83(1986)- 38 49 28. (N) 121 11 27. (W) SCALED AH4828* NAVD 88 - 124.19 (meters) 407.4 (feet) RESET AH4828 ___________________________________________________________________ AH4828 GEOID HEIGHT- -29.47 (meters) GEOID99 AH4828 AH4828 VERT ORDER - THIRD AH4828 AH4828.The horizontal coordinates were scaled from a topographic map and have AH4828.an estimated accuracy of +/- 6 seconds. AH4828 AH4828.The orthometric height was computed from unverified reset data. AH4828 AH4828.The geoid height was determined by GEOID99. AH4828 AH4828; North East Units Estimated Accuracy AH4828;SPC CA 2 - 628,830. 2,070,260. MT (+/- 180 meters Scaled) AH4828 AH4828 SUPERSEDED SURVEY CONTROL AH4828 AH4828.No superseded survey control is available for this station. AH4828 AH4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH570988(NAD 83) AH4828_MARKER: DV = VERTICAL CONTROL DISK AH4828_SETTING: 31 = APRON AH4828_STAMPING: H 566 RESET 1975 AH4828_MARK LOGO: NGS AH4828_PROJECTION: FLUSH AH4828_MAGNETIC: N = NO MAGNETIC MATERIAL AH4828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH4828 AH4828 HISTORY - Date Condition Report By AH4828 HISTORY - 1975 MONUMENTED NGS AH4828 AH4828 STATION DESCRIPTION AH4828 AH4828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LAC) AH4828'7.55 MILES (12.15 KM) NORTHEAST ALONG THE SP CO RR FROM THE STATION AT AH4828'ROSEVILLE, AT LOOMIS UNION GRAMMAR SCHOOL, ABOUT 295 FEET (89.9 M) AH4828'SOUTHEAST OF THE JUNCTION OF TAYLOR AND KING ROADS, ABOUT 400 FEET AH4828'(121.9 M) SOUTHEAST OF THE CROSSING OF KINGS ROAD, SET IN THE TOP OF AH4828'THE CONCRETE APRON AT THE WEST ENTRANCE TO THE ADMINISTRATION BUILDING AH4828'OF THE SCHOOL, 4.5 FEET (1.4 M) NORTH OF THE CENTER OF THE DOORWAY, AH4828'1.1 FOOT (0.3 M) WEST OF THE WEST SIDE OF THE BUILDING. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 KS2026 *********************************************************************** KS2026 DESIGNATION - H 920 RESET KS2026 PID - KS2026 KS2026 STATE/COUNTY- CA/PLACER KS2026 USGS QUAD - HOMEWOOD (1992) KS2026 KS2026 *CURRENT SURVEY CONTROL KS2026 ___________________________________________________________________ KS2026* NAD 83(1986)- 39 04 07. (N) 120 08 11. (W) SCALED KS2026* NAVD 88 - 1913.85 (+/-2cm) 6279.0 (feet) VERTCON KS2026 ___________________________________________________________________ KS2026 GEOID HEIGHT- -23.68 (meters) GEOID99 KS2026 KS2026 VERT ORDER - THIRD (See Below) KS2026 KS2026.The horizontal coordinates were scaled from a topographic map and have KS2026.an estimated accuracy of +/- 6 seconds. KS2026 KS2026.The NAVD 88 height was computed by applying the VERTCON shift value to KS2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS2026.The vertical order pertains to the superseded datum. KS2026 KS2026.The geoid height was determined by GEOID99. KS2026 KS2026; North East Units Estimated Accuracy KS2026;SPC CA 2 - 657,280. 2,161,260. MT (+/- 180 meters Scaled) KS2026 KS2026 SUPERSEDED SURVEY CONTROL KS2026 KS2026 NGVD 29 - 1912.63 (m) 6275.0 (f) RESET 3 KS2026 KS2026.Superseded values are not recommended for survey control. KS2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2026.See file dsdata.txt to determine how the superseded data were derived. KS2026 KS2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ477282(NAD 83) KS2026_MARKER: DV = VERTICAL CONTROL DISK KS2026_SETTING: 31 = DRIVEWAY KS2026_STAMPING: H 920 RESET 1980 KS2026_MARK LOGO: NGS KS2026_MAGNETIC: N = NO MAGNETIC MATERIAL KS2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS2026 KS2026 HISTORY - Date Condition Report By KS2026 HISTORY - 1980 MONUMENTED LOCENG KS2026 KS2026 STATION DESCRIPTION KS2026 KS2026'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 KS2026'.2 MILE (0.3 KM) NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE IN KS2026'TAHOMA, SET IN THE TOP OF A CONCRETE DRIVEWAY APPROACH AT THE KS2026'NORTHERLY R/W OF STATE ROUTE 89, AT 6770 WEST LAKE BLVD. (ST ROUTE KS2026'89) 37.5 FEET (11.4 M) NORTH OF THE PAINTED CENTER LINE OF STATE KS2026'HIGHWAY 89, 245 FEET (74.7 M) NORTHWEST OF THE OLD DISK (NOW KS2026'DESTROYED), 1 1/2 FEET LOWER THAN THE HIGHWAY, 19 FEET (5.8 M) WEST KS2026'OF WOODEN SIGN MARKED WHITE FIRS, ADJACENT TO A STONE PILLAR 18 KS2026'INCHES SQUARE AND 18 INCHES HIGH AT THE WEST SIDE OF THE ABOVE KS2026'DESCRIBED HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 JS4822 *********************************************************************** JS4822 DESIGNATION - J 1200 RESET JS4822 PID - JS4822 JS4822 STATE/COUNTY- CA/PLACER JS4822 USGS QUAD - ROCKLIN (1981) JS4822 JS4822 *CURRENT SURVEY CONTROL JS4822 ___________________________________________________________________ JS4822* NAD 83(1986)- 38 47 29. (N) 121 14 12. (W) SCALED JS4822* NAVD 88 - 79.10 (+/-2cm) 259.5 (feet) VERTCON JS4822 ___________________________________________________________________ JS4822 GEOID HEIGHT- -29.84 (meters) GEOID99 JS4822 JS4822 VERT ORDER - THIRD (See Below) JS4822 JS4822.The horizontal coordinates were scaled from a topographic map and have JS4822.an estimated accuracy of +/- 6 seconds. JS4822 JS4822.The NAVD 88 height was computed by applying the VERTCON shift value to JS4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4822.The vertical order pertains to the superseded datum. JS4822 JS4822.The geoid height was determined by GEOID99. JS4822 JS4822; North East Units Estimated Accuracy JS4822;SPC CA 2 - 625,130. 2,066,310. MT (+/- 180 meters Scaled) JS4822 JS4822 SUPERSEDED SURVEY CONTROL JS4822 JS4822 NGVD 29 - 78.34 (m) 257.0 (f) RESET 3 JS4822 JS4822.Superseded values are not recommended for survey control. JS4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4822.See file dsdata.txt to determine how the superseded data were derived. JS4822 JS4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH531951(NAD 83) JS4822_MARKER: DV = VERTICAL CONTROL DISK JS4822_SETTING: 66 = SET IN ROCK OUTCROP JS4822_STAMPING: J 1200 RESET 1980 JS4822_MARK LOGO: NGS JS4822_MAGNETIC: N = NO MAGNETIC MATERIAL JS4822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS4822+STABILITY: POSITION/ELEVATION WELL JS4822 JS4822 HISTORY - Date Condition Report By JS4822 HISTORY - 1980 MONUMENTED NGS JS4822 JS4822 STATION DESCRIPTION JS4822 JS4822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 JS4822'3.95 MILES (6.36 KM) NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD JS4822'STATION, IN ROCKLIN, JUST NORTH OF OLD FIRE STATION, WHICH IS NOW A JS4822'AUTO BODY SHOP. 175 FEET (53.3 M) NORTH OF CENTER OF ROCKLIN ROAD, JS4822'74 FEET (22.6 M) NORTH OF NORTHWEST CORNER OF BODY SHOP, 58 FEET JS4822'(17.7 M) EAST-SOUTHEAST OF NORTHEAST CORNER OF HOUSE, 57 FEET (17.4 JS4822'M) WEST OF CENTER OF AN ALLEY WAY, SET IN DRILL HOLE IN OUTCROPPING JS4822'ROCK 11 BY 20 FEET (6.1 M) PROJECTING ABOUT 2 FEET.