1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0609 *********************************************************************** DY0609 DESIGNATION - G 898 RESET 1963 DY0609 PID - DY0609 DY0609 STATE/COUNTY- CA/ORANGE DY0609 USGS QUAD - LOS ALAMITOS (1981) DY0609 DY0609 *CURRENT SURVEY CONTROL DY0609 ___________________________________________________________________ DY0609* NAD 83(1986)- 33 46 26. (N) 118 04 58. (W) SCALED DY0609* NAVD 88 - 3.96 (+/-2cm) 13.0 (feet) VERTCON DY0609 ___________________________________________________________________ DY0609 GEOID HEIGHT- -35.62 (meters) GEOID99 DY0609 DY0609 VERT ORDER - THIRD (See Below) DY0609 DY0609.The horizontal coordinates were scaled from a topographic map and have DY0609.an estimated accuracy of +/- 6 seconds. DY0609 DY0609.The NAVD 88 height was computed by applying the VERTCON shift value to DY0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0609.The vertical order pertains to the superseded datum. DY0609 DY0609.The geoid height was determined by GEOID99. DY0609 DY0609; North East Units Estimated Accuracy DY0609;SPC CA 6 - 679,740. 1,830,240. MT (+/- 180 meters Scaled) DY0609 DY0609 SUPERSEDED SURVEY CONTROL DY0609 DY0609 NGVD 29 - 3.23 (m) 10.6 (f) RESET 3 DY0609 DY0609.Superseded values are not recommended for survey control. DY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0609.See file dsdata.txt to determine how the superseded data were derived. DY0609 DY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT997376(NAD 83) DY0609_MARKER: Q = CHISELED SQUARE DY0609_SETTING: 30 = CONCRETE SLAB DY0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY0609 DY0609 HISTORY - Date Condition Report By DY0609 HISTORY - 1963 MONUMENTED CGS DY0609 HISTORY - 1963 GOOD NGS DY0609 DY0609 STATION DESCRIPTION DY0609 DY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DY0609'2.1 MI E FROM LONG BEACH. DY0609'2.1 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE BLVD.) FROM DY0609'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION DY0609'HOSPITAL AT LONG BEACH, 0.5 MILE WEST OF THE INTERSECTION OF DY0609'GARDEN GROVE BLVD. AND LOS ALAMITOS STREET 0.5 MILE EAST OF THE DY0609'SAN GABRIEL RIVER AND 154 FEET SOUTH OF THE CENTERLINE OF GARDEN DY0609'GROVE BLVD. THE MARK IS CHISELED IN THE NORTHEAST CORNER OF THE DY0609'CONCRETE SLAB AT THE BOTTOM OF THE STEPS LEADING TO NORTH ENTRANCE DY0609'OF GEN. TEL. BLDG. 2970 GARDEN GROVE BLVD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX1498 *********************************************************************** DX1498 DESIGNATION - H 167 RESET DX1498 PID - DX1498 DX1498 STATE/COUNTY- CA/ORANGE DX1498 USGS QUAD - DANA POINT (1975) DX1498 DX1498 *CURRENT SURVEY CONTROL DX1498 ___________________________________________________________________ DX1498* NAD 83(1986)- 33 29 58. (N) 117 44 31. (W) SCALED DX1498* NAVD 88 - 32.47 (+/-2cm) 106.5 (feet) VERTCON DX1498 ___________________________________________________________________ DX1498 GEOID HEIGHT- -34.92 (meters) GEOID99 DX1498 DX1498 VERT ORDER - THIRD (See Below) DX1498 DX1498.The horizontal coordinates were scaled from a topographic map and have DX1498.an estimated accuracy of +/- 6 seconds. DX1498 DX1498.The NAVD 88 height was computed by applying the VERTCON shift value to DX1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX1498.The vertical order pertains to the superseded datum. DX1498 DX1498.The geoid height was determined by GEOID99. DX1498 DX1498; North East Units Estimated Accuracy DX1498;SPC CA 6 - 648,800. 1,861,370. MT (+/- 180 meters Scaled) DX1498 DX1498 SUPERSEDED SURVEY CONTROL DX1498 DX1498 NGVD 29 - 31.78 (m) 104.3 (f) RESET 3 DX1498 DX1498.Superseded values are not recommended for survey control. DX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX1498.See file dsdata.txt to determine how the superseded data were derived. DX1498 DX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT310069(NAD 83) DX1498_MARKER: DB = BENCH MARK DISK DX1498_SETTING: 30 = CATCH BASIN DX1498_STAMPING: H-167 RESET 1938 DX1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX1498 DX1498 HISTORY - Date Condition Report By DX1498 HISTORY - 1938 MONUMENTED USGS DX1498 HISTORY - 1955 MARK NOT FOUND NGS DX1498 DX1498 STATION DESCRIPTION DX1498 DX1498'DESCRIBED BY US GEOLOGICAL SURVEY 1938 DX1498'IN SOUTH LAGUNA. DX1498'3.8 MILES SE FROM LAGUNA HOTEL, LAGUNA BEACH. ON NORTHEAST SIDE DX1498'OF U.S. HIGHWAY 101 (ALTERNATE) IN SOUTH LAGUNA AT THE DX1498'INTERSECTION OF HIGHWAY 101 AND LAGUNA AVE. THE MARK IS IN THE DX1498'CENTER OF THE CAST WALL OF A CONCRETE CATCH BASIN LOCATED ON THE DX1498'EAST SIDE OF THE HIGHWAY. A HIGHWAY MARKER POST C-185+06 IS DX1498'LOCATED AT THE CATCH BASIN. DX1498 DX1498 STATION RECOVERY (1955) DX1498 DX1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 DX1498'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX1994 *********************************************************************** DX1994 DESIGNATION - PROMONTORY 2 RM 2 DX1994 PID - DX1994 DX1994 STATE/COUNTY- CA/ORANGE DX1994 USGS QUAD - NEWPORT BEACH (1981) DX1994 DX1994 *CURRENT SURVEY CONTROL DX1994 ___________________________________________________________________ DX1994* NAD 83(1986)- 33 36 44. (N) 117 53 29. (W) SCALED DX1994* NAVD 88 - 24.04 (+/-2cm) 78.9 (feet) VERTCON DX1994 ___________________________________________________________________ DX1994 GEOID HEIGHT- -35.14 (meters) GEOID99 DX1994 DX1994 VERT ORDER - THIRD (See Below) DX1994 DX1994.The horizontal coordinates were scaled from a topographic map and have DX1994.an estimated accuracy of +/- 6 seconds. DX1994 DX1994.The NAVD 88 height was computed by applying the VERTCON shift value to DX1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX1994.The vertical order pertains to the superseded datum. DX1994 DX1994.The geoid height was determined by GEOID99. DX1994 DX1994; North East Units Estimated Accuracy DX1994;SPC CA 6 - 661,520. 1,847,690. MT (+/- 180 meters Scaled) DX1994 DX1994 SUPERSEDED SURVEY CONTROL DX1994 DX1994 NGVD 29 - 23.34 (m) 76.6 (f) RESET 3 DX1994 DX1994.Superseded values are not recommended for survey control. DX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX1994.See file dsdata.txt to determine how the superseded data were derived. DX1994 DX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT173195(NAD 83) DX1994_MARKER: DR = REFERENCE MARK DISK DX1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX1994_STAMPING: PROMONTORY 2 NO 2 1970 DX1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX1994+STABILITY: SURFACE MOTION DX1994 DX1994 HISTORY - Date Condition Report By DX1994 HISTORY - 1970 MONUMENTED NGS DX1994 HISTORY - 1971 GOOD NGS DX1994 HISTORY - 1983 GOOD NGS DX1994 DX1994 STATION DESCRIPTION DX1994 DX1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 DX1994'2.4 MI SE FROM NEWPORT BEACH. DX1994'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE NEWPORT AVENUE DX1994'OVERPASS AT NEWPORT BEACH, 0.8 MILE SOUTHEAST OF THE BRIDGE OVER DX1994'NEWPORT BAY, AT THE SUMMIT OF A GRADE, IN THE NORTHEAST QUADRANT DX1994'OF THE INTERSECTION OF THE HIGHWAY AND JAMBOREE ROAD, 260 FEET DX1994'NORTHEAST OF THE CENTER OF JAMBOREE ROAD, 264 FEET SOUTHEAST OF DX1994'THE CENTER OF THE HIGHWAY, 41.00 FEET, OR 12.497 METERS, SOUTH OF DX1994'TRIANGULATION STATION PROMONTORY 2, 3.8 FEET EAST OF A WATER DX1994'SPRINKLER PIPE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST WITH DX1994'SIGN ATTACHED, AND 0.5 FOOT EAST OF THE EAST PROPERTY BOUNDARY OF DX1994'A SHELL OIL COMPANY SERVICE STATION. IT IS SET IN THE TOP OF A DX1994'10 INCHES IN DIAMETER CONCRETE POST. DX1994 DX1994 STATION RECOVERY (1983) DX1994 DX1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 DX1994'IN NEWPORT BEACH, IN THE NORTHEAST ANGLE OF THE INTERSECTION HIGHWAY DX1994'1 (PACIFIC COAST HIGHWAY) AND JAMBOREE ROAD, 13 METERS SOUTH OF THE DX1994'NORTHEAST CORNER OF A SHELL OIL COMPANY FILLING STATION PROPERTY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY2424 *********************************************************************** DY2424 DESIGNATION - T 280 RESET 1975 DY2424 PID - DY2424 DY2424 STATE/COUNTY- CA/ORANGE DY2424 USGS QUAD - SEAL BEACH (1981) DY2424 DY2424 *CURRENT SURVEY CONTROL DY2424 ___________________________________________________________________ DY2424* NAD 83(1986)- 33 44 43. (N) 118 06 40. (W) SCALED DY2424* NAVD 88 - 2.81 (+/-2cm) 9.2 (feet) VERTCON DY2424 ___________________________________________________________________ DY2424 GEOID HEIGHT- -35.64 (meters) GEOID99 DY2424 DY2424 VERT ORDER - THIRD (See Below) DY2424 DY2424.The horizontal coordinates were scaled from a topographic map and have DY2424.an estimated accuracy of +/- 6 seconds. DY2424 DY2424.The NAVD 88 height was computed by applying the VERTCON shift value to DY2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY2424.The vertical order pertains to the superseded datum. DY2424 DY2424.The geoid height was determined by GEOID99. DY2424 DY2424; North East Units Estimated Accuracy DY2424;SPC CA 6 - 676,610. 1,827,560. MT (+/- 180 meters Scaled) DY2424 DY2424 SUPERSEDED SURVEY CONTROL DY2424 DY2424 NGVD 29 - 2.06 (m) 6.8 (f) RESET 3 DY2424 DY2424.Superseded values are not recommended for survey control. DY2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY2424.See file dsdata.txt to determine how the superseded data were derived. DY2424 DY2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT970344(NAD 83) DY2424_MARKER: DB = BENCH MARK DISK DY2424_SETTING: 30 = STORM DRAIN DY2424_STAMPING: T 280 RESET 1975 DY2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY2424 DY2424 HISTORY - Date Condition Report By DY2424 HISTORY - 1975 MONUMENTED NGS DY2424 DY2424 STATION DESCRIPTION DY2424 DY2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 DY2424'AT SEAL BEACH. DY2424'AT SEAL BEACH, CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP DY2424'SURFACE OF THE SOUTHWEST CORNER OF A STORM DRAIN THAT IS DY2424'LOCATED IN THE SOUTHWEST QUADRANT OF THE CROSSROAD INTERSECTION DY2424'OF MARINA DRIVE AND FIRST STREET. IT IS 70.0 FEET SOUTH OF THE DY2424'CENTER OF MARINA DRIVE, 41.0 FEET WEST OF THE CENTER OF FIRST DY2424'ST., 29.5 FEET NORTH OF POWERLINE POLE NUMBER 2021503E, 17.0 DY2424'FEET SOUTHWEST OF A STEEL STREET LIGHT AND TRAFFIC SIGNAL POLE, DY2424'5.3 FEET EAST OF A CHAINLINK FENCE AND 2.4 FEET SOUTHWEST OF DY2424'THE CENTER OF A STEEL MANHOLE COVER IN THE TOP OF THE STORM DY2424'DRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5661 *********************************************************************** DX5661 DESIGNATION - V 352 RESET DX5661 PID - DX5661 DX5661 STATE/COUNTY- CA/ORANGE DX5661 USGS QUAD - LA HABRA (1981) DX5661 DX5661 *CURRENT SURVEY CONTROL DX5661 ___________________________________________________________________ DX5661* NAD 83(1986)- 33 54 22. (N) 117 54 16. (W) SCALED DX5661* NAVD 88 - 102.56 (+/-2cm) 336.5 (feet) VERTCON DX5661 ___________________________________________________________________ DX5661 GEOID HEIGHT- -34.90 (meters) GEOID99 DX5661 DX5661 VERT ORDER - THIRD (See Below) DX5661 DX5661.The horizontal coordinates were scaled from a topographic map and have DX5661.an estimated accuracy of +/- 6 seconds. DX5661 DX5661.The NAVD 88 height was computed by applying the VERTCON shift value to DX5661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5661.The vertical order pertains to the superseded datum. DX5661 DX5661.The geoid height was determined by GEOID99. DX5661 DX5661; North East Units Estimated Accuracy DX5661;SPC CA 6 - 694,130. 1,846,990. MT (+/- 180 meters Scaled) DX5661 DX5661 SUPERSEDED SURVEY CONTROL DX5661 DX5661 NGVD 29 - 101.83 (m) 334.1 (f) RESET 3 DX5661 DX5661.Superseded values are not recommended for survey control. DX5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5661.See file dsdata.txt to determine how the superseded data were derived. DX5661 DX5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT163521(NAD 83) DX5661_MARKER: DB = BENCH MARK DISK DX5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX5661_STAMPING: V 352 1949 RESET 1965 DX5661_MARK LOGO: CGS DX5661_MAGNETIC: N = NO MAGNETIC MATERIAL DX5661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5661+STABILITY: SURFACE MOTION DX5661 DX5661 HISTORY - Date Condition Report By DX5661 HISTORY - 1966 MONUMENTED LOCENG DX5661 HISTORY - 19980606 GOOD USPSQD DX5661 DX5661 STATION DESCRIPTION DX5661 DX5661'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 DX5661'ABOUT 0.7 MILES (1.1 KM) SOUTH ALONG BREA BLVD. FROM IMPERIAL DX5661'HIGHWAY, 155 FEET (47.2 M) SOUTH OF THE CENTERLINE OF ACACIA STREET, DX5661'46 FEET (14.0 M) EAST OF THE CENTERLINE OF BREA BLVD., IT IS A 12 DX5661'INCH SQUARE CONCRETE POST SET FLUSH IN A CONCRETE SIDEWALK. DX5661 DX5661 STATION RECOVERY (1998) DX5661 DX5661'RECOVERY NOTE BY US POWER SQUADRON 1998 DX5661'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5587 *********************************************************************** DX5587 DESIGNATION - V 97 RESET DX5587 PID - DX5587 DX5587 STATE/COUNTY- CA/ORANGE DX5587 USGS QUAD - LA HABRA (1981) DX5587 DX5587 *CURRENT SURVEY CONTROL DX5587 ___________________________________________________________________ DX5587* NAD 83(1986)- 33 55 55. (N) 117 56 49. (W) SCALED DX5587* NAVD 88 - 90.449 (meters) 296.75 (feet) ADJUSTED DX5587 ___________________________________________________________________ DX5587 GEOID HEIGHT- -34.95 (meters) GEOID99 DX5587 DYNAMIC HT - 90.351 (meters) 296.43 (feet) COMP DX5587 MODELED GRAV- 979,557.5 (mgal) NAVD 88 DX5587 DX5587 VERT ORDER - FIRST CLASS II DX5587 DX5587.The horizontal coordinates were scaled from a topographic map and have DX5587.an estimated accuracy of +/- 6 seconds. DX5587 DX5587.The orthometric height was determined by differential leveling DX5587.and adjusted by the National Geodetic Survey in February 1997. DX5587 DX5587.The geoid height was determined by GEOID99. DX5587 DX5587.The dynamic height is computed by dividing the NAVD 88 DX5587.geopotential number by the normal gravity value computed on the DX5587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX5587.degrees latitude (g = 980.6199 gals.). DX5587 DX5587.The modeled gravity was interpolated from observed gravity values. DX5587 DX5587; North East Units Estimated Accuracy DX5587;SPC CA 6 - 697,060. 1,843,110. MT (+/- 180 meters Scaled) DX5587 DX5587 SUPERSEDED SURVEY CONTROL DX5587 DX5587 NGVD 29 - 89.71 (m) 294.3 (f) RESET 3 DX5587 DX5587.Superseded values are not recommended for survey control. DX5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5587.See file dsdata.txt to determine how the superseded data were derived. DX5587 DX5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT124550(NAD 83) DX5587_MARKER: DV = VERTICAL CONTROL DISK DX5587_SETTING: 30 = CATCH BASIN DX5587_STAMPING: V 97 RESET 1981 DX5587_MARK LOGO: NGS DX5587_MAGNETIC: N = NO MAGNETIC MATERIAL DX5587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5587+STABILITY: SURFACE MOTION DX5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX5587+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994 DX5587 DX5587 HISTORY - Date Condition Report By DX5587 HISTORY - 1981 MONUMENTED NGS DX5587 HISTORY - 19941103 GOOD MWDSC DX5587 DX5587 STATION DESCRIPTION DX5587 DX5587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DX5587'ON EUCLID STREET, ON TOP OF STORM DRAIN CATCH BASIN, 75.5 FEET (23.0 DX5587'M) NORTH AND 34.0 FEET (10.4 M) EAST OF THE INTERSECTION OF LA HABRA DX5587'BOULEVARD AND EUCLID STREET. DX5587 DX5587 STATION RECOVERY (1994) DX5587 DX5587'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG) DX5587'LA HABRA,CA AT THE INTERSECTION OF EUCLID ST AND LA HABRA BLVD, 77 DX5587'FEET (23.5 M) NORTH OF LA HABRA BLVD AND 34 FEET (10.4 M) EAST OF DX5587'EUCLID ST. FOUND A 3-1/2 INCH CGS BRASS DISK STAMPED V 97 RESET 1981 DX5587'SET FLUSH IN THE SOUTHERLY END OF A 5 FOOT (1.5 M) BY 9 FOOT (2.7 M) DX5587'CONCRETE CATCH BASIN. REF MWD FB 2016 01 044. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9706 *********************************************************************** AA9706 DESIGNATION - X 130 RESET AA9706 PID - AA9706 AA9706 STATE/COUNTY- CA/ORANGE AA9706 USGS QUAD - DANA POINT (1975) AA9706 AA9706 *CURRENT SURVEY CONTROL AA9706 ___________________________________________________________________ AA9706* NAD 83(1986)- 33 25 54. (N) 117 37 56. (W) SCALED AA9706* NAVD 88 - 6.18 (meters) 20.3 (feet) RESET AA9706 ___________________________________________________________________ AA9706 GEOID HEIGHT- -34.79 (meters) GEOID99 AA9706 AA9706 VERT ORDER - THIRD AA9706 AA9706.The horizontal coordinates were scaled from a topographic map and have AA9706.an estimated accuracy of +/- 6 seconds. AA9706 AA9706.The orthometric height was computed from unverified reset data. AA9706 AA9706.The geoid height was determined by GEOID99. AA9706 AA9706; North East Units Estimated Accuracy AA9706;SPC CA 6 - 641,140. 1,871,470. MT (+/- 180 meters Scaled) AA9706 AA9706 SUPERSEDED SURVEY CONTROL AA9706 AA9706.No superseded survey control is available for this station. AA9706 AA9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS412993(NAD 83) AA9706_MARKER: DV = VERTICAL CONTROL DISK AA9706_SETTING: 36 = BRIDGE AA9706_STAMPING: X 130 RESET 1994 AA9706_MARK LOGO: NGS AA9706_MAGNETIC: N = NO MAGNETIC MATERIAL AA9706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9706 AA9706 HISTORY - Date Condition Report By AA9706 HISTORY - 1994 MONUMENTED LOCENG AA9706 AA9706 STATION DESCRIPTION AA9706 AA9706'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RAH) AA9706'SOUTHEASTERLY OF THE INTERSECTION OF EL CAMINO REAL AND AVENIDA AA9706'ESTACION, 450 FEET (137.2 M) SOUTHEASTERLY OF THE INTERSECTION OF AA9706'CALLE DESHECA AND AVENIDA ESTACION, 200 FEET (61.0 M) WEST SIDE OF AA9706'RAILROAD TRACKS, AT THE SOUTHWESTERLY CORNER OF THE RAILROAD BRIDGE AA9706'OVER SEGUNDA DESHECHA CANADA CHANNEL, 60 FEET (18.3 M) NORTHERLY OF AA9706'THE SOUTHERLY END OF THE CITY OF SAN CLEMENTE METROLINE STATION.