1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS1004 *********************************************************************** JS1004 DESIGNATION - E 128 JS1004 PID - JS1004 JS1004 STATE/COUNTY- CA/SACRAMENTO JS1004 USGS QUAD - SACRAMENTO EAST (1992) JS1004 JS1004 *CURRENT SURVEY CONTROL JS1004 ___________________________________________________________________ JS1004* NAD 83(1986)- 38 34 11. (N) 121 28 05. (W) SCALED JS1004* NAVD 88 - 7.97 (+/-2cm) 26.1 (feet) VERTCON JS1004 ___________________________________________________________________ JS1004 GEOID HEIGHT- -30.77 (meters) GEOID03 JS1004 JS1004 VERT ORDER - FIRST CLASS II (See Below) JS1004 JS1004.The horizontal coordinates were scaled from a topographic map and have JS1004.an estimated accuracy of +/- 6 seconds. JS1004 JS1004.The NAVD 88 height was computed by applying the VERTCON shift value to JS1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1004.The vertical order pertains to the NGVD 29 superseded value. JS1004 JS1004.The geoid height was determined by GEOID03. JS1004 JS1004; North East Units Estimated Accuracy JS1004;SPC CA 2 - 600,380. 2,046,360. MT (+/- 180 meters Scaled) JS1004 JS1004 SUPERSEDED SURVEY CONTROL JS1004 JS1004 NGVD 29 (??/??/92) 7.20 (m) 23.6 (f) COMPUTED 1 2 JS1004 JS1004.Superseded values are not recommended for survey control. JS1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1004.See file dsdata.txt to determine how the superseded data were derived. JS1004 JS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH334701(NAD 83) JS1004_MARKER: DB = BENCH MARK DISK JS1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE JS1004_SP_SET: BUILDING JS1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1004 JS1004 HISTORY - Date Condition Report By JS1004 HISTORY - UNK MONUMENTED CGS JS1004 HISTORY - 1932 GOOD NGS JS1004 HISTORY - 1957 GOOD NGS JS1004 HISTORY - 20040106 MARK NOT FOUND CADWR JS1004 HISTORY - 20050518 MARK NOT FOUND GEOCAC JS1004 JS1004 STATION DESCRIPTION JS1004 JS1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932 JS1004'IN SACRAMENTO. JS1004'LOCATED ON THE SOUTH SIDE OF FOLSOM BLVD. ABOUT 200 FEET EAST JS1004'OF ALHAMBRA BLVD., IN THE WEST END OF THE NORTH WALL OF A LARGE JS1004'CONCRETE BUILDING, ABOUT 4 1/2 FEET ABOVE THE SIDEWALK. JS1004 JS1004 STATION RECOVERY (1957) JS1004 JS1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 JS1004'RECOVERED IN GOOD CONDITION. JS1004 JS1004 STATION RECOVERY (2004) JS1004 JS1004'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 JS1004'BUILDING TORN DOWN JS1004 JS1004 STATION RECOVERY (2005) JS1004 JS1004'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS1004'LOCATION DESCRIBED IN 1932 NOW OCCUPIED BY A MODERN PARKING GARAGE. JS1004'NO EVIDENCE OF MARK APPEARS ON BUILDING. ADJACENT LOT IS EMPTY WITH JS1004'EVIDENCE OF RUBBLE FROM DEMOLISHED BUILDING. BELIEVED DESTROYED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS1025 *********************************************************************** JS1025 DESIGNATION - E 744 JS1025 PID - JS1025 JS1025 STATE/COUNTY- CA/SACRAMENTO JS1025 USGS QUAD - SACRAMENTO EAST (1992) JS1025 JS1025 *CURRENT SURVEY CONTROL JS1025 ___________________________________________________________________ JS1025* NAD 83(1986)- 38 31 02. (N) 121 29 57. (W) SCALED JS1025* NAVD 88 - 5.90 (+/-2cm) 19.4 (feet) VERTCON JS1025 ___________________________________________________________________ JS1025 GEOID HEIGHT- -30.91 (meters) GEOID03 JS1025 JS1025 VERT ORDER - FIRST CLASS II (See Below) JS1025 JS1025.This mark is at Sacramento Exec Airport (SAC) JS1025 JS1025.The horizontal coordinates were scaled from a topographic map and have JS1025.an estimated accuracy of +/- 6 seconds. JS1025 JS1025.The NAVD 88 height was computed by applying the VERTCON shift value to JS1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1025.The vertical order pertains to the NGVD 29 superseded value. JS1025 JS1025.The geoid height was determined by GEOID03. JS1025 JS1025; North East Units Estimated Accuracy JS1025;SPC CA 2 - 594,540. 2,043,680. MT (+/- 180 meters Scaled) JS1025 JS1025 SUPERSEDED SURVEY CONTROL JS1025 JS1025 NGVD 29 (??/??/92) 5.134 (m) 16.84 (f) ADJ UNCH 1 2 JS1025 JS1025.Superseded values are not recommended for survey control. JS1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1025.See file dsdata.txt to determine how the superseded data were derived. JS1025 JS1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH308642(NAD 83) JS1025_MARKER: Z = SEE DESCRIPTION JS1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1025_STAMPING: E 744 1945 JS1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1025+STABILITY: SURFACE MOTION JS1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1025+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 JS1025 JS1025 HISTORY - Date Condition Report By JS1025 HISTORY - 1945 MONUMENTED CGS JS1025 HISTORY - 1969 GOOD NGS JS1025 HISTORY - 1973 GOOD NGS JS1025 HISTORY - 1983 GOOD USGS JS1025 HISTORY - 1989 GOOD USPSQD JS1025 HISTORY - 20040407 GOOD CADT JS1025 HISTORY - 20050415 GOOD CADT JS1025 JS1025 STATION DESCRIPTION JS1025 JS1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 JS1025'4.3 MI S FROM SACRAMENTO. JS1025'AT THE SACRAMENTO EXECUTIVE AIRPORT, FORMERLY THE SACRAMENTO JS1025'MUNICIPAL, AT THE NORTH EXIT ROAD FROM THE AIRPORT, 113.1 FEET JS1025'SOUTHWEST OF THE WEST CORNER OF THE PATTERSON AIRCRAFT COMPANY JS1025'OFFICES, 72.1 FEET SOUTH OF THE NORTH JUNCTION OF THE CURBS OF THE JS1025'AIRPORT EXIT ROAD AND FREEPORT BOULEVARD, 9.4 FEET EAST OF THE JS1025'EAST CURB OF FREEPORT BOULEVARD, AND 1.0 FOOT WEST OF THE WEST JS1025'END OF A BOX CONCRETE CULVERT, ABOUT 0.5 FOOT ABOUT THE LEVEL JS1025'OF THE STREET AND SET IN THE TOP OF AN 8 INCH CONCRETE POST JS1025'FLUSH WITH THE GROUND AND STAMPED E 744 1945. JS1025 JS1025 STATION RECOVERY (1973) JS1025 JS1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 JS1025'RECOVERED IN GOOD CONDITION. JS1025 JS1025 STATION RECOVERY (1983) JS1025 JS1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 JS1025'RECOVERED IN GOOD CONDITION. JS1025 JS1025 STATION RECOVERY (1989) JS1025 JS1025'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC) JS1025'RECOVERED IN GOOD CONDITION. JS1025 JS1025 STATION RECOVERY (2004) JS1025 JS1025'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1025'RECOVERED IN GOOD CONDITION. JS1025 JS1025 STATION RECOVERY (2005) JS1025 JS1025'RECOVERY NOTE BY CALTRANS 2005 (IAH) JS1025'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4137 *********************************************************************** JS4137 DESIGNATION - SACRAMENTO BPOE BLDG CUPOLA JS4137 PID - JS4137 JS4137 STATE/COUNTY- CA/SACRAMENTO JS4137 USGS QUAD - SACRAMENTO EAST (1992) JS4137 JS4137 *CURRENT SURVEY CONTROL JS4137 ___________________________________________________________________ JS4137* NAD 83(1992)- 38 34 48.38062(N) 121 29 30.24574(W) ADJUSTED JS4137* NAVD 88 - JS4137 ___________________________________________________________________ JS4137 EPOCH DATE - 1991.35 JS4137 LAPLACE CORR- 2.38 (seconds) DEFLEC99 JS4137 GEOID HEIGHT- -30.79 (meters) GEOID03 JS4137 JS4137 HORZ ORDER - THIRD JS4137 JS4137.The horizontal coordinates were established by classical geodetic methods JS4137.and adjusted by the National Geodetic Survey in March 1994. JS4137.The horizontal coordinates are valid at the epoch date displayed above. JS4137.The epoch date for horizontal control is a decimal equivalence JS4137.of Year/Month/Day. JS4137 JS4137 JS4137.The Laplace correction was computed from DEFLEC99 derived deflections. JS4137 JS4137.The geoid height was determined by GEOID03. JS4137 JS4137; North East Units Scale Factor Converg. JS4137;SPC CA 2 - 601,521.051 2,044,285.916 MT 0.99995320 +0 19 13.6 JS4137;SPC CA 2 - 1,973,490.31 6,706,961.38 sFT 0.99995320 +0 19 13.6 JS4137;UTM 10 - 4,271,260.609 631,375.126 MT 0.99981254 +0 56 26.5 JS4137 JS4137 SUPERSEDED SURVEY CONTROL JS4137 JS4137 NAD 83(1986)- 38 34 48.36995(N) 121 29 30.23752(W) AD(1984.00) 4 JS4137 NAD 27 - 38 34 48.69000(N) 121 29 26.45100(W) AD( ) 3 JS4137 JS4137.Superseded values are not recommended for survey control. JS4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4137.See file dsdata.txt to determine how the superseded data were derived. JS4137 JS4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3137571261(NAD 83) JS4137 JS4137 HISTORY - Date Condition Report By JS4137 HISTORY - UNK MONUMENTED JS4137 HISTORY - 1966 SEE DESCRIPTION CA-093 JS4137 HISTORY - 1970 SEE DESCRIPTION NGS JS4137 HISTORY - 20050522 GOOD GEOCAC JS4137 JS4137 STATION DESCRIPTION JS4137 JS4137'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1966 JS4137'THE INTERSECTION STATION NOT PREVIOUSLY DESCRIBED-- JS4137' JS4137'THE INTERSECTION STATION IS THE OPEN LATTICE WORK CUPOLA JS4137'OF THE BPOE BUILDING LOCATED AT THE INTERSECTION OF 11TH JS4137'STREET AND J STREET IN THE NORTHEAST CORNER. THERE IS A JS4137'RADIO MAST LOCATED ON TOP OF AND OFF CENTER OF THE CUPOLA. JS4137 JS4137 STATION RECOVERY (1970) JS4137 JS4137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4137'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE CENTER JS4137'OF THE CUPOLA ON THE TOP OF THE 14-STORY BPOE BUILDING ON JS4137'THE NORTHEAST CORNER OF 11TH AND J STREETS IN SACRAMENTO. JS4137'A 61-FOOT-HIGH FM MAST (RADIO STATION KZAP), PAINTED ALTERNATELY JS4137'RED AND WHITE, PROJECTS ABOVE THE TOP AND CENTER OF THE JS4137'CUPOLA. THE BUILDING WAS BUILT IN 1926-29. JS4137' JS4137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SACRAMENTO JS4137 JS4137 STATION RECOVERY (2005) JS4137 JS4137'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS4137'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4134 *********************************************************************** JS4134 DESIGNATION - SACRAMENTO CH BLESS SACR SPIRE JS4134 PID - JS4134 JS4134 STATE/COUNTY- CA/SACRAMENTO JS4134 USGS QUAD - SACRAMENTO EAST (1992) JS4134 JS4134 *CURRENT SURVEY CONTROL JS4134 ___________________________________________________________________ JS4134* NAD 83(1992)- 38 34 44.63328(N) 121 29 32.25317(W) ADJUSTED JS4134* NAVD 88 - JS4134 ___________________________________________________________________ JS4134 EPOCH DATE - 1991.35 JS4134 LAPLACE CORR- 2.38 (seconds) DEFLEC99 JS4134 GEOID HEIGHT- -30.79 (meters) GEOID03 JS4134 JS4134 HORZ ORDER - THIRD JS4134 JS4134.The horizontal coordinates were established by classical geodetic methods JS4134.and adjusted by the National Geodetic Survey in March 1994. JS4134.The horizontal coordinates are valid at the epoch date displayed above. JS4134.The epoch date for horizontal control is a decimal equivalence JS4134.of Year/Month/Day. JS4134 JS4134 JS4134.The Laplace correction was computed from DEFLEC99 derived deflections. JS4134 JS4134.The geoid height was determined by GEOID03. JS4134 JS4134; North East Units Scale Factor Converg. JS4134;SPC CA 2 - 601,405.236 2,044,237.976 MT 0.99995336 +0 19 12.3 JS4134;SPC CA 2 - 1,973,110.35 6,706,804.09 sFT 0.99995336 +0 19 12.3 JS4134;UTM 10 - 4,271,144.298 631,328.449 MT 0.99981239 +0 56 25.2 JS4134 JS4134 SUPERSEDED SURVEY CONTROL JS4134 JS4134 NAD 83(1986)- 38 34 44.62152(N) 121 29 32.24627(W) AD(1984.00) 4 JS4134 NAD 27 - 38 34 44.95900(N) 121 29 28.41900(W) AD( ) 3 JS4134 JS4134.Superseded values are not recommended for survey control. JS4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4134.See file dsdata.txt to determine how the superseded data were derived. JS4134 JS4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3132871144(NAD 83) JS4134_MARKER: 90 = CHURCH SPIRE JS4134 JS4134 HISTORY - Date Condition Report By JS4134 HISTORY - 1931 FIRST OBSERVED CGS JS4134 HISTORY - 1966 GOOD CGS JS4134 HISTORY - 1970 GOOD NGS JS4134 HISTORY - 20050522 GOOD GEOCAC JS4134 JS4134 STATION DESCRIPTION JS4134 JS4134'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JJC) JS4134'THE INTERSECTION STATION IS THE WHITE LIMESTONE SPIRE OF THE JS4134'CATHEDRAL OF THE BLESSED SACRAMENT LOCATED ON THE NORTHEAST CORNER JS4134'OF THE INTERSECTION OF 11TH STREET AND K STREET IN DOWNTOWN JS4134'SACRAMENTO. JS4134 JS4134 STATION RECOVERY (1970) JS4134 JS4134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4134'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE CENTER OF JS4134'THE CROSS ON TOP OF THE LARGE, SLENDER SPIRE ABOVE THE WEST END JS4134'OF THE CATHEDRAL OF THE BLESSED SACRAMENT AT THE NORTHEAST CORNER JS4134'OF 11TH AND K STREETS IN SACRAMENTO. JS4134' JS4134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN JS4134'AT SACRAMENTO. JS4134 JS4134 STATION RECOVERY (2005) JS4134 JS4134'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS4134'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4121 *********************************************************************** JS4121 DESIGNATION - SACRAMENTO CH BLESSED SAC DOME JS4121 PID - JS4121 JS4121 STATE/COUNTY- CA/SACRAMENTO JS4121 USGS QUAD - SACRAMENTO EAST (1992) JS4121 JS4121 *CURRENT SURVEY CONTROL JS4121 ___________________________________________________________________ JS4121* NAD 83(1992)- 38 34 44.24799(N) 121 29 30.82984(W) ADJUSTED JS4121* NAVD 88 - JS4121 ___________________________________________________________________ JS4121 EPOCH DATE - 1991.35 JS4121 LAPLACE CORR- 2.39 (seconds) DEFLEC99 JS4121 GEOID HEIGHT- -30.79 (meters) GEOID03 JS4121 JS4121 HORZ ORDER - THIRD JS4121 JS4121.The horizontal coordinates were established by classical geodetic methods JS4121.and adjusted by the National Geodetic Survey in March 1994. JS4121.The horizontal coordinates are valid at the epoch date displayed above. JS4121.The epoch date for horizontal control is a decimal equivalence JS4121.of Year/Month/Day. JS4121 JS4121 JS4121.The Laplace correction was computed from DEFLEC99 derived deflections. JS4121 JS4121.The geoid height was determined by GEOID03. JS4121 JS4121; North East Units Scale Factor Converg. JS4121;SPC CA 2 - 601,393.548 2,044,272.491 MT 0.99995337 +0 19 13.2 JS4121;SPC CA 2 - 1,973,072.00 6,706,917.33 sFT 0.99995337 +0 19 13.2 JS4121;UTM 10 - 4,271,132.987 631,363.084 MT 0.99981251 +0 56 26.1 JS4121 JS4121 SUPERSEDED SURVEY CONTROL JS4121 JS4121 NAD 83(1986)- 38 34 44.22684(N) 121 29 30.83591(W) AD(1984.00) 4 JS4121 NAD 27 - 38 34 44.57800(N) 121 29 26.99300(W) AD( ) 3 JS4121 JS4121.Superseded values are not recommended for survey control. JS4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4121.See file dsdata.txt to determine how the superseded data were derived. JS4121 JS4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3136371133(NAD 83) JS4121_MARKER: 87 = DOME JS4121 JS4121 HISTORY - Date Condition Report By JS4121 HISTORY - 1931 FIRST OBSERVED CGS JS4121 HISTORY - 1970 GOOD NGS JS4121 HISTORY - 20050522 GOOD GEOCAC JS4121 JS4121 STATION DESCRIPTION JS4121 JS4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4121'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE CENTER OF JS4121'THE CROSS ON THE CUPOLA OVER THE LARGE DOME ABOVE THE EAST SECTION JS4121'OF THE CATHEDRAL OF THE BLESSED SACRAMENT AT THE NORTHEAST CORNER JS4121'OF 11TH AND K STREETS IN SACRAMENTO. JS4121' JS4121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN JS4121'AT SACRAMENTO. JS4121 JS4121 STATION RECOVERY (2005) JS4121 JS4121'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS4121'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4132 *********************************************************************** JS4132 DESIGNATION - SACRAMENTO MUN STORAGE TANK 3 JS4132 PID - JS4132 JS4132 STATE/COUNTY- CA/SACRAMENTO JS4132 USGS QUAD - SACRAMENTO EAST (1992) JS4132 JS4132 *CURRENT SURVEY CONTROL JS4132 ___________________________________________________________________ JS4132* NAD 83(1992)- 38 34 16.96509(N) 121 27 49.33116(W) ADJUSTED JS4132* NAVD 88 - JS4132 ___________________________________________________________________ JS4132 EPOCH DATE - 1991.35 JS4132 LAPLACE CORR- 3.02 (seconds) DEFLEC99 JS4132 GEOID HEIGHT- -30.76 (meters) GEOID03 JS4132 JS4132 HORZ ORDER - THIRD JS4132 JS4132.The horizontal coordinates were established by classical geodetic methods JS4132.and adjusted by the National Geodetic Survey in March 1994. JS4132.The horizontal coordinates are valid at the epoch date displayed above. JS4132.The epoch date for horizontal control is a decimal equivalence JS4132.of Year/Month/Day. JS4132 JS4132 JS4132.The Laplace correction was computed from DEFLEC99 derived deflections. JS4132 JS4132.The geoid height was determined by GEOID03. JS4132 JS4132; North East Units Scale Factor Converg. JS4132;SPC CA 2 - 600,566.439 2,046,734.061 MT 0.99995454 +0 20 17.2 JS4132;SPC CA 2 - 1,970,358.39 6,714,993.33 sFT 0.99995454 +0 20 17.2 JS4132;UTM 10 - 4,270,332.675 633,833.121 MT 0.99982057 +0 57 28.8 JS4132 JS4132 SUPERSEDED SURVEY CONTROL JS4132 JS4132 NAD 83(1986)- 38 34 16.95474(N) 121 27 49.32543(W) AD(1984.00) 4 JS4132 NAD 27 - 38 34 17.29300(N) 121 27 45.49000(W) AD( ) 3 JS4132 JS4132.Superseded values are not recommended for survey control. JS4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4132.See file dsdata.txt to determine how the superseded data were derived. JS4132 JS4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3383370333(NAD 83) JS4132 JS4132 HISTORY - Date Condition Report By JS4132 HISTORY - 1954 MONUMENTED CGS JS4132 HISTORY - 1970 SEE DESCRIPTION NGS JS4132 HISTORY - 20050518 GOOD GEOCAC JS4132 JS4132 STATION DESCRIPTION JS4132 JS4132'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB) JS4132'THIS IS A CIRCULAR TANK CONSTRUCTED OF CEMENT. LOCATED JS4132'IN THE NORTH CENTER SECTION OF SACRAMENTO, ABOUT 70 PACES JS4132'NORTH OF THE T-INTERSECTION OF L ST. AND 32ND ST. IT IS JUST JS4132'EAST OF THE REAR OF THE ALHAMBRA THEATRE AND 1 BLOCK EAST JS4132'OF ALHAMBRA BLVD. JS4132' JS4132'THE POINT SIGHTED ON WAS THE RED WARNING LIGHT ATOP THE JS4132'TANK. THERE IS ALSO AN ANTENNA ON TOP OF THE TANK. JS4132' JS4132'THE HEIGHT TO TOP OF TANK IS 130.8 FEET. JS4132' JS4132'THE HEIGHT TO TOP OF WARNING LIGHT IS 149 FEET. JS4132' JS4132'THE DIAMETER OF THE TANK IS 144 FEET. JS4132 JS4132 STATION RECOVERY (1970) JS4132 JS4132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4132'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1954 JS4132'DESCRIPTION IS ADEQUATE. JS4132 JS4132 STATION RECOVERY (2005) JS4132 JS4132'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS4132'ALHAMBRA THEATER DESCRIBED IN 1954 NO LONGER EXISTS. ADJACENT JS4132'BUILDING IS NOW A SUPERMARKET.