1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1158 *********************************************************************** HT1158 DESIGNATION - LAC 103 HT1158 PID - HT1158 HT1158 STATE/COUNTY- CA/SANTA CLARA HT1158 USGS QUAD - MOUNTAIN VIEW (1997) HT1158 HT1158 *CURRENT SURVEY CONTROL HT1158 ___________________________________________________________________ HT1158* NAD 83(1986)- 37 24 44. (N) 122 01 34. (W) SCALED HT1158* NAVD 88 - 4.41 (+/-2cm) 14.5 (feet) VERTCON HT1158 ___________________________________________________________________ HT1158 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1158 HT1158 VERT ORDER - FIRST CLASS II (See Below) HT1158 HT1158.The horizontal coordinates were scaled from a topographic map and have HT1158.an estimated accuracy of +/- 6 seconds. HT1158 HT1158.The NAVD 88 height was computed by applying the VERTCON shift value to HT1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1158.The vertical order pertains to the NGVD 29 superseded value. HT1158 HT1158.The geoid height was determined by GEOID03. HT1158 HT1158; North East Units Estimated Accuracy HT1158;SPC CA 3 - 602,340. 1,864,910. MT (+/- 180 meters Scaled) HT1158 HT1158 SUPERSEDED SURVEY CONTROL HT1158 HT1158 NGVD 29 (??/??/92) 3.590 (m) 11.78 (f) ADJ UNCH 1 2 HT1158 HT1158.Superseded values are not recommended for survey control. HT1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1158.See file dsdata.txt to determine how the superseded data were derived. HT1158 HT1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861410(NAD 83) HT1158_MARKER: DB = BENCH MARK DISK HT1158_SETTING: 36 = CONCRETE FOUNDATION HT1158_STAMPING: LAC 103 1963 HT1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1158 HT1158 HISTORY - Date Condition Report By HT1158 HISTORY - 1963 MONUMENTED CGS HT1158 HISTORY - 1967 GOOD NGS HT1158 HISTORY - 19910404 GOOD USPSQD HT1158 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1158 HT1158 STATION DESCRIPTION HT1158 HT1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1158'3 MI E FROM MOUNTAIN VIEW. HT1158'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1158'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1158'ALONG STATE HIGHWAY 237, THENCE 0.7 MILE NORTH ALONG NORTH MATHILDA HT1158'AVENUE, AT THE NORTHEAST CORNER OF BUILDING 181, SET VERTICALLY IN HT1158'THE EAST FACE OF THE EAST CONCRETE FOUNDATION, ABOUT 150 FEET WEST HT1158'OF THE CENTER LINE OF THE AVENUE, 6.2 FEET SOUTH OF THE NORTHEAST HT1158'CORNER OF THE BUILDING, 1.3 FEET SOUTH OF A 3/4-INCH WATER HT1158'PIPE, 0.8 FOOT BELOW THE TOP OF THE FOUNDATION, 0.2 FOOT ABOVE HT1158'THE GROUND, AND ABOUT 2 HIGHER THAN THE AVENUE. HT1158 HT1158 STATION RECOVERY (1991) HT1158 HT1158'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1158'RECOVERED IN GOOD CONDITION. HT1158 HT1158 STATION RECOVERY (2005) HT1158 HT1158'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1158'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1158'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1158'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1158'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1160 *********************************************************************** HT1160 DESIGNATION - LAC 105 HT1160 PID - HT1160 HT1160 STATE/COUNTY- CA/SANTA CLARA HT1160 USGS QUAD - MOUNTAIN VIEW (1997) HT1160 HT1160 *CURRENT SURVEY CONTROL HT1160 ___________________________________________________________________ HT1160* NAD 83(1986)- 37 24 44. (N) 122 01 35. (W) SCALED HT1160* NAVD 88 - 4.52 (+/-2cm) 14.8 (feet) VERTCON HT1160 ___________________________________________________________________ HT1160 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1160 HT1160 VERT ORDER - FIRST CLASS II (See Below) HT1160 HT1160.The horizontal coordinates were scaled from a topographic map and have HT1160.an estimated accuracy of +/- 6 seconds. HT1160 HT1160.The NAVD 88 height was computed by applying the VERTCON shift value to HT1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1160.The vertical order pertains to the NGVD 29 superseded value. HT1160 HT1160.The geoid height was determined by GEOID03. HT1160 HT1160; North East Units Estimated Accuracy HT1160;SPC CA 3 - 602,340. 1,864,880. MT (+/- 180 meters Scaled) HT1160 HT1160 SUPERSEDED SURVEY CONTROL HT1160 HT1160 NGVD 29 (??/??/92) 3.701 (m) 12.14 (f) ADJ UNCH 1 2 HT1160 HT1160.Superseded values are not recommended for survey control. HT1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1160.See file dsdata.txt to determine how the superseded data were derived. HT1160 HT1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861410(NAD 83) HT1160_MARKER: DB = BENCH MARK DISK HT1160_SETTING: 36 = BUILDING FOUNDATION HT1160_STAMPING: LAC 105 1963 HT1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1160 HT1160 HISTORY - Date Condition Report By HT1160 HISTORY - 1963 MONUMENTED CGS HT1160 HISTORY - 1967 GOOD NGS HT1160 HISTORY - 19910404 GOOD USPSQD HT1160 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1160 HT1160 STATION DESCRIPTION HT1160 HT1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1160'3 MI E FROM MOUNTAIN VIEW. HT1160'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1160'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1160'ALONG STATE HIGHWAY 237, THENCE 0.7 MILE NORTH ALONG NORTH HT1160'MATHILDA AVENUE, AT THE NORTHWEST CORNER OF LOCKHEED BUILDING 182, HT1160'SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION, 6.0 HT1160'FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING, 8.0 FEET SOUTH HT1160'OF FIRE HYDRANT H 82.6, 0.3 FOOT BELOW THE TOP OF THE FOUNDATION, HT1160'AND 0.1 FOOT ABOVE THE SURFACE OF THE PAVEMENT. HT1160 HT1160 STATION RECOVERY (1991) HT1160 HT1160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1160'RECOVERED IN GOOD CONDITION. HT1160 HT1160 STATION RECOVERY (2005) HT1160 HT1160'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1160'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1160'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1160'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1160'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1164 *********************************************************************** HT1164 DESIGNATION - LAC 106 HT1164 PID - HT1164 HT1164 STATE/COUNTY- CA/SANTA CLARA HT1164 USGS QUAD - MOUNTAIN VIEW (1997) HT1164 HT1164 *CURRENT SURVEY CONTROL HT1164 ___________________________________________________________________ HT1164* NAD 83(1986)- 37 24 37. (N) 122 01 36. (W) SCALED HT1164* NAVD 88 - 4.42 (+/-2cm) 14.5 (feet) VERTCON HT1164 ___________________________________________________________________ HT1164 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1164 HT1164 VERT ORDER - FIRST CLASS II (See Below) HT1164 HT1164.The horizontal coordinates were scaled from a topographic map and have HT1164.an estimated accuracy of +/- 6 seconds. HT1164 HT1164.The NAVD 88 height was computed by applying the VERTCON shift value to HT1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1164.The vertical order pertains to the NGVD 29 superseded value. HT1164 HT1164.The geoid height was determined by GEOID03. HT1164 HT1164; North East Units Estimated Accuracy HT1164;SPC CA 3 - 602,130. 1,864,860. MT (+/- 180 meters Scaled) HT1164 HT1164 SUPERSEDED SURVEY CONTROL HT1164 HT1164 NGVD 29 (??/??/92) 3.595 (m) 11.79 (f) ADJ UNCH 1 2 HT1164 HT1164.Superseded values are not recommended for survey control. HT1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1164.See file dsdata.txt to determine how the superseded data were derived. HT1164 HT1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861408(NAD 83) HT1164_MARKER: DB = BENCH MARK DISK HT1164_SETTING: 36 = BUILDING HT1164_STAMPING: LAC 106 1963 HT1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1164 HT1164 HISTORY - Date Condition Report By HT1164 HISTORY - 1963 MONUMENTED CGS HT1164 HISTORY - 1967 GOOD NGS HT1164 HISTORY - 19910404 GOOD USPSQD HT1164 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1164 HT1164 STATION DESCRIPTION HT1164 HT1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1164'2.8 MI E FROM MOUNTAIN VIEW. HT1164'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1164'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1164'ALONG STATE HIGHWAY 237, THENCE 0.6 MILE NORTH ALONG NORTH HT1164'MATHILDA AVENUE, AT THE SOUTHWEST CORNER OF LOCKHEED BUILDING 182, HT1164'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH CONCRETE FOUNDATION HT1164'OF THE BUILDING, 8.7 FEET NORTHWEST OF FIRE HYDRANT, 6.0 FEET HT1164'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 0.5 FOOT BELOW THE HT1164'TOP OF THE FOUNDATION, AND 0.3 FOOT ABOVE THE SURFACE OF THE HT1164'PAVEMENT. HT1164 HT1164 STATION RECOVERY (1991) HT1164 HT1164'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1164'RECOVERED IN GOOD CONDITION. HT1164 HT1164 STATION RECOVERY (2005) HT1164 HT1164'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1164'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1164'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1164'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1164'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1157 *********************************************************************** HT1157 DESIGNATION - SU 1 USN HT1157 PID - HT1157 HT1157 STATE/COUNTY- CA/SANTA CLARA HT1157 USGS QUAD - MOUNTAIN VIEW (1997) HT1157 HT1157 *CURRENT SURVEY CONTROL HT1157 ___________________________________________________________________ HT1157* NAD 83(1986)- 37 24 41. (N) 122 01 34. (W) SCALED HT1157* NAVD 88 - 4.37 (+/-2cm) 14.3 (feet) VERTCON HT1157 ___________________________________________________________________ HT1157 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1157 HT1157 VERT ORDER - FIRST CLASS II (See Below) HT1157 HT1157.The horizontal coordinates were scaled from a topographic map and have HT1157.an estimated accuracy of +/- 6 seconds. HT1157 HT1157.The NAVD 88 height was computed by applying the VERTCON shift value to HT1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1157.The vertical order pertains to the NGVD 29 superseded value. HT1157 HT1157.The geoid height was determined by GEOID03. HT1157 HT1157; North East Units Estimated Accuracy HT1157;SPC CA 3 - 602,250. 1,864,910. MT (+/- 180 meters Scaled) HT1157 HT1157 SUPERSEDED SURVEY CONTROL HT1157 HT1157 NGVD 29 (??/??/92) 3.543 (m) 11.62 (f) ADJ UNCH 1 2 HT1157 HT1157.Superseded values are not recommended for survey control. HT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1157.See file dsdata.txt to determine how the superseded data were derived. HT1157 HT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861409(NAD 83) HT1157_MARKER: DD = SURVEY DISK HT1157_SETTING: 36 = BUILDING HT1157_STAMPING: MONUMENT NO SU 1 1963 HT1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1157 HT1157 HISTORY - Date Condition Report By HT1157 HISTORY - 1963 MONUMENTED DOD HT1157 HISTORY - 1967 GOOD NGS HT1157 HISTORY - 19910404 GOOD USPSQD HT1157 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1157 HT1157 STATION DESCRIPTION HT1157 HT1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1157'2.9 MI E FROM MOUNTAIN VIEW. HT1157'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1157'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1157'ALONG STATE HIGHWAY 237, THENCE 0.65 MILE NORTH ALONG NORTH HT1157'MATHILDA AVENUE, SET VERTICALLY IN THE EAST FACE OF BUILDING 181, HT1157'ABOUT 25 FEET NORTH OF THE MAIN ENTRANCE, 3.6 FEET NORTH OF THE HT1157'NORTH SIDE OF A STONE WALL WHICH IS ON THE NORTH SIDE OF THE HT1157'ENTRANCE, 10.8 FEET SOUTH OF A FIRE HYDRANT NO. HS1-1, AND ABOUT HT1157'0.4 FOOT ABOVE THE GROUND. HT1157 HT1157 STATION RECOVERY (1991) HT1157 HT1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1157'RECOVERED IN GOOD CONDITION. HT1157 HT1157 STATION RECOVERY (2005) HT1157 HT1157'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1157'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1157'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1157'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1157'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1162 *********************************************************************** HT1162 DESIGNATION - SU 4 USN HT1162 PID - HT1162 HT1162 STATE/COUNTY- CA/SANTA CLARA HT1162 USGS QUAD - MOUNTAIN VIEW (1997) HT1162 HT1162 *CURRENT SURVEY CONTROL HT1162 ___________________________________________________________________ HT1162* NAD 83(1986)- 37 24 46. (N) 122 01 34. (W) SCALED HT1162* NAVD 88 - 4.50 (+/-2cm) 14.8 (feet) VERTCON HT1162 ___________________________________________________________________ HT1162 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1162 HT1162 VERT ORDER - FIRST CLASS II (See Below) HT1162 HT1162.The horizontal coordinates were scaled from a topographic map and have HT1162.an estimated accuracy of +/- 6 seconds. HT1162 HT1162.The NAVD 88 height was computed by applying the VERTCON shift value to HT1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1162.The vertical order pertains to the NGVD 29 superseded value. HT1162 HT1162.The geoid height was determined by GEOID03. HT1162 HT1162; North East Units Estimated Accuracy HT1162;SPC CA 3 - 602,400. 1,864,910. MT (+/- 180 meters Scaled) HT1162 HT1162 SUPERSEDED SURVEY CONTROL HT1162 HT1162 NGVD 29 (??/??/92) 3.68 (m) 12.1 (f) COMPUTED 1 2 HT1162 HT1162.Superseded values are not recommended for survey control. HT1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1162.See file dsdata.txt to determine how the superseded data were derived. HT1162 HT1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861411(NAD 83) HT1162_MARKER: DD = SURVEY DISK HT1162_SETTING: 36 = BUILDING FOUNDATION HT1162_STAMPING: SU 4 1963 HT1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1162 HT1162 HISTORY - Date Condition Report By HT1162 HISTORY - 1963 MONUMENTED DOD HT1162 HISTORY - 1967 GOOD NGS HT1162 HISTORY - 19910404 GOOD USPSQD HT1162 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1162 HT1162 STATION DESCRIPTION HT1162 HT1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1162'3 MI E FROM MOUNTAIN VIEW. HT1162'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1162'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1162'ALONG STATE HIGHWAY 237, THENCE 0.7 MILE NORTH ALONG NORTH HT1162'MATHILDA AVENUE, AT LOCKHEED BUILDING 182, SET VERTICALLY IN THE HT1162'NORTH FACE OF THE CONCRETE FOUNDATION, 40.7 FEET WEST OF THE HT1162'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 0.2 FOOT ABOVE THE HT1162'SURFACE OF THE PAVEMENT. HT1162 HT1162 STATION RECOVERY (1991) HT1162 HT1162'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1162'RECOVERED IN GOOD CONDITION. HT1162 HT1162 STATION RECOVERY (2005) HT1162 HT1162'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1162'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1162'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1162'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1162'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1165 *********************************************************************** HT1165 DESIGNATION - SU 6 HT1165 PID - HT1165 HT1165 STATE/COUNTY- CA/SANTA CLARA HT1165 USGS QUAD - MOUNTAIN VIEW (1997) HT1165 HT1165 *CURRENT SURVEY CONTROL HT1165 ___________________________________________________________________ HT1165* NAD 83(1986)- 37 24 40. (N) 122 01 43. (W) SCALED HT1165* NAVD 88 - 4.49 (+/-2cm) 14.7 (feet) VERTCON HT1165 ___________________________________________________________________ HT1165 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1165 HT1165 VERT ORDER - FIRST CLASS II (See Below) HT1165 HT1165.The horizontal coordinates were scaled from a topographic map and have HT1165.an estimated accuracy of +/- 6 seconds. HT1165 HT1165.The NAVD 88 height was computed by applying the VERTCON shift value to HT1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1165.The vertical order pertains to the NGVD 29 superseded value. HT1165 HT1165.The geoid height was determined by GEOID03. HT1165 HT1165; North East Units Estimated Accuracy HT1165;SPC CA 3 - 602,220. 1,864,690. MT (+/- 180 meters Scaled) HT1165 HT1165 SUPERSEDED SURVEY CONTROL HT1165 HT1165 NGVD 29 (??/??/92) 3.67 (m) 12.0 (f) COMPUTED 1 2 HT1165 HT1165.Superseded values are not recommended for survey control. HT1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1165.See file dsdata.txt to determine how the superseded data were derived. HT1165 HT1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG859409(NAD 83) HT1165_MARKER: DD = SURVEY DISK HT1165_SETTING: 36 = BUILDING FOUNDATION HT1165_STAMPING: SU 6 1963 HT1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1165 HT1165 HISTORY - Date Condition Report By HT1165 HISTORY - 1963 MONUMENTED DOD HT1165 HISTORY - 1967 GOOD NGS HT1165 HISTORY - 19910404 GOOD USPSQD HT1165 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1165 HT1165 STATION DESCRIPTION HT1165 HT1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1165'2.8 MI E FROM MOUNTAIN VIEW. HT1165'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1165'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1165'ALONG STATE HIGHWAY 237, THENCE 0.6 MILE NORTH ALONG NORTH HT1165'MATHILDA AVENUE, ALONG THE WEST SIDE OF LOCKHEED BUILDING 182, HT1165'SET VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION, 199 HT1165'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.3 FOOT HT1165'ABOVE THE SURFACE OF THE PAVEMENT AT THE FOOT OF A LOADING DOCK HT1165'RAMP. HT1165 HT1165 STATION RECOVERY (1991) HT1165 HT1165'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1165'RECOVERED IN GOOD CONDITION. HT1165 HT1165 STATION RECOVERY (2005) HT1165 HT1165'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1165'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1165'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1165'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1165'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HT1156 *********************************************************************** HT1156 DESIGNATION - X 1122 HT1156 PID - HT1156 HT1156 STATE/COUNTY- CA/SANTA CLARA HT1156 USGS QUAD - MOUNTAIN VIEW (1997) HT1156 HT1156 *CURRENT SURVEY CONTROL HT1156 ___________________________________________________________________ HT1156* NAD 83(1986)- 37 24 41. (N) 122 01 36. (W) SCALED HT1156* NAVD 88 - 4.46 (+/-2cm) 14.6 (feet) VERTCON HT1156 ___________________________________________________________________ HT1156 GEOID HEIGHT- -32.58 (meters) GEOID03 HT1156 HT1156 VERT ORDER - FIRST CLASS II (See Below) HT1156 HT1156.The horizontal coordinates were scaled from a topographic map and have HT1156.an estimated accuracy of +/- 6 seconds. HT1156 HT1156.The NAVD 88 height was computed by applying the VERTCON shift value to HT1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1156.The vertical order pertains to the NGVD 29 superseded value. HT1156 HT1156.The geoid height was determined by GEOID03. HT1156 HT1156; North East Units Estimated Accuracy HT1156;SPC CA 3 - 602,250. 1,864,860. MT (+/- 180 meters Scaled) HT1156 HT1156 SUPERSEDED SURVEY CONTROL HT1156 HT1156 NGVD 29 (??/??/92) 3.635 (m) 11.93 (f) ADJ UNCH 1 2 HT1156 HT1156.Superseded values are not recommended for survey control. HT1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1156.See file dsdata.txt to determine how the superseded data were derived. HT1156 HT1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861409(NAD 83) HT1156_MARKER: DB = BENCH MARK DISK HT1156_SETTING: 36 = CONCRETE FOUNDATION HT1156_STAMPING: X 1122 1960 HT1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1156 HT1156 HISTORY - Date Condition Report By HT1156 HISTORY - 1960 MONUMENTED CGS HT1156 HISTORY - 1967 GOOD NGS HT1156 HISTORY - 19910404 GOOD USPSQD HT1156 HISTORY - 20050127 MARK NOT FOUND USPSQD HT1156 HT1156 STATION DESCRIPTION HT1156 HT1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1156'2.8 MI E FROM MOUNTAIN VIEW. HT1156'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1156'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.5 MILE NORTHEAST HT1156'ALONG STATE HIGHWAY 237, THENCE 0.6 MILE NORTH ALONG NORTH HT1156'MATHILDA AVENUE, AT THE SOUTHEAST CORNER OF U.S. NAVY WEAPONS HT1156'INDUSTRIAL RESERVE PLANT AND LOCKHEED AIRCRAFT CORP. MISSILES AND HT1156'SPACE DIVISION BUILDING NO. 181, SET VERTICALLY IN THE SOUTH HT1156'FACE OF THE SOUTH CONCRETE FOUNDATION, 0.5 FOOT WEST OF THE HT1156'SOUTHEAST CORNER, ABOUT 150 FEET WEST OF THE CENTER LINE OF THE HT1156'AVENUE, 3.6 FEET NORTH OF FIRE HYDRANT, 0.5 FOOT ABOVE THE GROUND, HT1156'AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. HT1156 HT1156 STATION RECOVERY (1991) HT1156 HT1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1156'RECOVERED IN GOOD CONDITION. HT1156 HT1156 STATION RECOVERY (2005) HT1156 HT1156'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HT1156'DUE TO HIGH SECURITY, LOCKHEED MARTIN BUILDINGS 181 AND 182 CANNOT BE HT1156'APPROACHED WITHOUT AN INVITATION AND ESCORT FROM SOMEONE WHO WORKS IN HT1156'THE BUILDING. YOU MUST CHECK IN AT THE VISITOR'S CENTER, BG 110 AT 3RD HT1156'AND MATHILDA AVENUES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HS3003 *********************************************************************** HS3003 DESIGNATION - X 555 HS3003 PID - HS3003 HS3003 STATE/COUNTY- CA/SANTA CLARA HS3003 USGS QUAD - MILPITAS (1980) HS3003 HS3003 *CURRENT SURVEY CONTROL HS3003 ___________________________________________________________________ HS3003* NAD 83(1986)- 37 25 05. (N) 121 59 47. (W) SCALED HS3003* NAVD 88 - 1.07 (+/-2cm) 3.5 (feet) VERTCON HS3003 ___________________________________________________________________ HS3003 GEOID HEIGHT- -32.58 (meters) GEOID03 HS3003 HS3003 VERT ORDER - FIRST CLASS II (See Below) HS3003 HS3003.The horizontal coordinates were scaled from a topographic map and have HS3003.an estimated accuracy of +/- 6 seconds. HS3003 HS3003.The NAVD 88 height was computed by applying the VERTCON shift value to HS3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3003.The vertical order pertains to the NGVD 29 superseded value. HS3003 HS3003.The geoid height was determined by GEOID03. HS3003 HS3003; North East Units Estimated Accuracy HS3003;SPC CA 3 - 602,950. 1,867,550. MT (+/- 180 meters Scaled) HS3003 HS3003 SUPERSEDED SURVEY CONTROL HS3003 HS3003 NGVD 29 (??/??/92) 0.252 (m) 0.83 (f) ADJ UNCH 1 2 HS3003 HS3003.Superseded values are not recommended for survey control. HS3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3003.See file dsdata.txt to determine how the superseded data were derived. HS3003 HS3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG888417(NAD 83) HS3003_MARKER: DB = BENCH MARK DISK HS3003_SETTING: 36 = TOWER FOUNDATION HS3003_STAMPING: X 555 1956 HS3003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3003 HS3003 HISTORY - Date Condition Report By HS3003 HISTORY - 1956 MONUMENTED CGS HS3003 HISTORY - 1967 GOOD NGS HS3003 HISTORY - 20050201 GOOD USPSQD HS3003 HS3003 STATION DESCRIPTION HS3003 HS3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS3003'1.6 MI W FROM ALVISO. HS3003'0.25 MILES SOUTH ALONG GOLD STREET FROM THE JUNCTION OF TAYLOR HS3003'STREET AT ALVISO, THENCE 1.2 MILES WEST ALONG LESLIE SALT HS3003'COMPANY LEVEE ROAD, THENCE 0.1 MILE SOUTH ACROSS A SLOUGH FROM HS3003'THE ROAD, 159 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SALT HS3003'COMPANY PUMPHOUSE, IN THE TOP OF THE EAST SIDE OF THE CONCRETE HS3003'FOUNDATION OF THE NORTHEAST LEG OF A STEEL POWER TOWER, ABOUT 200 HS3003'FEET SOUTH OF BENCH MARK Y 555, 63 FEET SOUTH OF THE CENTER LINE HS3003'OF A LEVEE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD. HS3003 HS3003 STATION RECOVERY (2005) HS3003 HS3003'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HS3003'MARK OBSERVED AT A DISTANCE FROM THE TOP OF THE LEVEE. IT IS DIFFICULT HS3003'TO APPROACH THE MARK DUE TO THE SWAMP-LIKE TERRAIN AND HIGH WEEDS. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 HS3002 *********************************************************************** HS3002 DESIGNATION - Y 555 HS3002 PID - HS3002 HS3002 STATE/COUNTY- CA/SANTA CLARA HS3002 USGS QUAD - MILPITAS (1980) HS3002 HS3002 *CURRENT SURVEY CONTROL HS3002 ___________________________________________________________________ HS3002* NAD 83(1986)- 37 25 05. (N) 121 59 46. (W) SCALED HS3002* NAVD 88 - 1.73 (+/-2cm) 5.7 (feet) VERTCON HS3002 ___________________________________________________________________ HS3002 GEOID HEIGHT- -32.58 (meters) GEOID03 HS3002 HS3002 VERT ORDER - FIRST CLASS II (See Below) HS3002 HS3002.The horizontal coordinates were scaled from a topographic map and have HS3002.an estimated accuracy of +/- 6 seconds. HS3002 HS3002.The NAVD 88 height was computed by applying the VERTCON shift value to HS3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3002.The vertical order pertains to the NGVD 29 superseded value. HS3002 HS3002.The geoid height was determined by GEOID03. HS3002 HS3002; North East Units Estimated Accuracy HS3002;SPC CA 3 - 602,950. 1,867,570. MT (+/- 180 meters Scaled) HS3002 HS3002 SUPERSEDED SURVEY CONTROL HS3002 HS3002 NGVD 29 (??/??/92) 0.912 (m) 2.99 (f) ADJ UNCH 1 2 HS3002 HS3002.Superseded values are not recommended for survey control. HS3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3002.See file dsdata.txt to determine how the superseded data were derived. HS3002 HS3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG888417(NAD 83) HS3002_MARKER: DB = BENCH MARK DISK HS3002_SETTING: 30 = DITCH RETAINING WALL HS3002_STAMPING: Y 555 1956 HS3002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3002 HS3002 HISTORY - Date Condition Report By HS3002 HISTORY - 1956 MONUMENTED CGS HS3002 HISTORY - 1967 GOOD NGS HS3002 HISTORY - 20050202 MARK NOT FOUND USPSQD HS3002 HS3002 STATION DESCRIPTION HS3002 HS3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS3002'1.6 MI W FROM ALVISO. HS3002'0.25 MILES SOUTH ALONG GOLD STREET FROM THE JUNCTION OF TAYLOR HS3002'STREET AT ALVISO, THENCE 1.2 MILES WEST ALONG A LESLIE SALT HS3002'COMPANY LEVEE ROAD, THENCE 0.1 MILE SOUTH ACROSS A SLOUGH FROM HS3002'THE ROAD, ABOUT 200 FEET NORTH OF BENCH MARK X 555, IN THE TOP HS3002'OF A CONCRETE RETAINING WALL OF A SMALL DITCH ON THE NORTH SIDE HS3002'OF A LESLIE SALT COMPANY PUMPHOUSE, 2.7 FEET NORTH OF THE HS3002'NORTHEAST CORNER OF THE PUMPHOUSE, AND 0.6 UNDERGROUND. HS3002 HS3002 STATION RECOVERY (2005) HS3002 HS3002'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJP) HS3002'ACCESS TO PUMP HOUSE RESTRICTED BY A LOCKED FENCE, MAINTAINED BY THE HS3002'SANTA CLARA VALLEY WATER DISTRICT (PHONE 408-265-2607 TO GAIN ACCESS). HS3002'FROM A FEW FEET AWAY, THE MARK AND THE RETAINING WALL CANNOT BE SEEN, HS3002'ALTHOUGH THEY MAY BE UNDERNEATH A WOODEN PLATFORM.