1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AA5357 *********************************************************************** AA5357 DESIGNATION - 87 91 C 28 AA5357 PID - AA5357 AA5357 STATE/COUNTY- FL/DADE AA5357 USGS QUAD - HIALEAH (1994) AA5357 AA5357 *CURRENT SURVEY CONTROL AA5357 ___________________________________________________________________ AA5357* NAD 83(1986)- 25 51 41. (N) 080 19 58. (W) SCALED AA5357* NAVD 88 - 1.135 (meters) 3.72 (feet) ADJUSTED AA5357 ___________________________________________________________________ AA5357 GEOID HEIGHT- -25.01 (meters) GEOID03 AA5357 DYNAMIC HT - 1.133 (meters) 3.72 (feet) COMP AA5357 MODELED GRAV- 979,042.3 (mgal) NAVD 88 AA5357 AA5357 VERT ORDER - FIRST CLASS II AA5357 AA5357.The horizontal coordinates were scaled from a topographic map and have AA5357.an estimated accuracy of +/- 6 seconds. AA5357 AA5357.The orthometric height was determined by differential leveling AA5357.and adjusted by the National Geodetic Survey in April 2001. AA5357.WARNING-Repeat measurements at this control monument indicate possible AA5357.vertical movement. AA5357 AA5357.The geoid height was determined by GEOID03. AA5357 AA5357.The dynamic height is computed by dividing the NAVD 88 AA5357.geopotential number by the normal gravity value computed on the AA5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA5357.degrees latitude (g = 980.6199 gals.). AA5357 AA5357.The modeled gravity was interpolated from observed gravity values. AA5357 AA5357; North East Units Estimated Accuracy AA5357;SPC FL E - 169,430. 266,880. MT (+/- 180 meters Scaled) AA5357 AA5357 SUPERSEDED SURVEY CONTROL AA5357 AA5357.No superseded survey control is available for this station. AA5357 AA5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ668605(NAD 83) AA5357_MARKER: DD = SURVEY DISK AA5357_SETTING: 30 = STORM DRAIN AA5357_STAMPING: 87 91 C 28 AA5357_MARK LOGO: FLDT AA5357_MAGNETIC: N = NO MAGNETIC MATERIAL AA5357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA5357+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AA5357 AA5357 HISTORY - Date Condition Report By AA5357 HISTORY - 1991 MONUMENTED FLDT AA5357 HISTORY - 19950905 GOOD NGS AA5357 HISTORY - 20050116 GOOD BAKER AA5357 AA5357 STATION DESCRIPTION AA5357 AA5357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT) AA5357'THE MARK IS ABOUT 16.7 MI (26.9 KM) NORTH-NORTHWEST OF MIAMI, 2.6 MI AA5357'(4.2 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40 AA5357'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND AA5357'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON AA5357'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE AA5357'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 AA5357'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON AA5357'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY AA5357'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE AA5357'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM) AA5357'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27 AA5357'FOR 0.85 MI (1.37 KM) TO MARK ON THE RIGHT, SET ON THE TOP OF THE EAST AA5357'CORNER OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. ALSO 0.9 MI AA5357'(1.4 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE AA5357'HIGHWAY 826 (PALMETTO EXPRESSWAY). LOCATED 47.0 FT (14.3 M) SOUTHWEST AA5357'OF THE CENTERLINE OF U.S. HIGHWAY 27, 20.0 FT (6.1 M) SOUTHWEST OF THE AA5357'EDGE OF THE ASPHALT, 10.4 FT (3.2 M) NORTHEAST OF A FLDOT METAL AA5357'WITNESS POST AND 8.7 FT (2.7 M) NORTHEAST OF THE METAL GUARDRAIL. AA5357 AA5357 STATION RECOVERY (2005) AA5357 AA5357'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AA5357'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AC2265 *********************************************************************** AC2265 DESIGNATION - B 313 AC2265 PID - AC2265 AC2265 STATE/COUNTY- FL/DADE AC2265 USGS QUAD - AC2265 AC2265 *CURRENT SURVEY CONTROL AC2265 ___________________________________________________________________ AC2265* NAD 83(1986)- 25 48 33. (N) 080 07 22. (W) SCALED AC2265* NAVD 88 - 0.841 (meters) 2.76 (feet) ADJUSTED AC2265 ___________________________________________________________________ AC2265 GEOID HEIGHT- -25.73 (meters) GEOID03 AC2265 DYNAMIC HT - 0.839 (meters) 2.75 (feet) COMP AC2265 MODELED GRAV- 979,033.5 (mgal) NAVD 88 AC2265 AC2265 VERT ORDER - SECOND CLASS 0 AC2265 AC2265.The horizontal coordinates were scaled from a topographic map and have AC2265.an estimated accuracy of +/- 6 seconds. AC2265 AC2265.The orthometric height was determined by differential leveling AC2265.and adjusted by the National Geodetic Survey in June 1991. AC2265 AC2265.The geoid height was determined by GEOID03. AC2265 AC2265.The dynamic height is computed by dividing the NAVD 88 AC2265.geopotential number by the normal gravity value computed on the AC2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2265.degrees latitude (g = 980.6199 gals.). AC2265 AC2265.The modeled gravity was interpolated from observed gravity values. AC2265 AC2265; North East Units Estimated Accuracy AC2265;SPC FL E - 163,770. 287,960. MT (+/- 180 meters Scaled) AC2265 AC2265 SUPERSEDED SURVEY CONTROL AC2265 AC2265 NGVD 29 (??/??/92) 1.313 (m) 4.31 (f) ADJ UNCH 2 0 AC2265 AC2265.Superseded values are not recommended for survey control. AC2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2265.See file dsdata.txt to determine how the superseded data were derived. AC2265 AC2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879548(NAD 83) AC2265_MARKER: DB = BENCH MARK DISK AC2265_SETTING: 30 = CONCRETE RAMP AC2265_STAMPING: B 313 1970 AC2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC2265+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AC2265 AC2265 HISTORY - Date Condition Report By AC2265 HISTORY - 1970 MONUMENTED NGS AC2265 HISTORY - 1973 GOOD NGS AC2265 HISTORY - 1987 GOOD LOCSUR AC2265 HISTORY - 20050116 GOOD BAKER AC2265 AC2265 STATION DESCRIPTION AC2265 AC2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2265'AT MIAMI BEACH. AC2265'AT MIAMI BEACH, AT THE SOUTHEAST CORNER OF THE INTERSECTION AC2265'OF COLLINS AVENUE AND 36 TH STREET, AT THE 36 TH STREET PARKING AC2265'LOT, SET ON THE TOP OF A CONCRETE RAMP DIRECTLY OVER A CATCH AC2265'BASIN, 81.7 FEET SOUTH OF THE SOUTH CURB OF 36 TH STREET, AC2265'57.8 FEET EAST OF THE EAST CURB OF COLLINS AVENUE, AND ABOUT AC2265'2 FEET ABOVE THE LEVEL OF THE AVENUE. AC2265 AC2265 STATION RECOVERY (1973) AC2265 AC2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2265'RECOVERED IN GOOD CONDITION. AC2265 AC2265 STATION RECOVERY (1987) AC2265 AC2265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JD) AC2265'RECOVERED IN GOOD CONDITION. AC2265 AC2265 STATION RECOVERY (2005) AC2265 AC2265'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AC2265'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AA1814 *********************************************************************** AA1814 DESIGNATION - OPF AP 1966 STA A AA1814 PID - AA1814 AA1814 STATE/COUNTY- FL/DADE AA1814 USGS QUAD - OPA-LOCKA (1988) AA1814 AA1814 *CURRENT SURVEY CONTROL AA1814 ___________________________________________________________________ AA1814* NAD 83(1999)- 25 54 47.66956(N) 080 15 51.59032(W) ADJUSTED AA1814* NAVD 88 - 1.9 (meters) 6. (feet) GPS OBS AA1814 ___________________________________________________________________ AA1814 X - 970,737.190 (meters) COMP AA1814 Y - -5,657,835.987 (meters) COMP AA1814 Z - 2,770,409.635 (meters) COMP AA1814 LAPLACE CORR- -2.76 (seconds) DEFLEC99 AA1814 ELLIP HEIGHT- -23.23 (meters) (06/19/01) GPS OBS AA1814 GEOID HEIGHT- -25.20 (meters) GEOID03 AA1814 AA1814 HORZ ORDER - FIRST AA1814 ELLP ORDER - FOURTH CLASS II AA1814 AA1814.This mark is at Opa Locka Airport (OPF) AA1814 AA1814.The horizontal coordinates were established by GPS observations AA1814.and adjusted by the National Geodetic Survey in June 2001. AA1814 AA1814.The orthometric height was determined by GPS observations and a AA1814.high-resolution geoid model. AA1814 AA1814.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1814 AA1814.The Laplace correction was computed from DEFLEC99 derived deflections. AA1814 AA1814.The ellipsoidal height was determined by GPS observations AA1814.and is referenced to NAD 83. AA1814 AA1814.The geoid height was determined by GEOID03. AA1814 AA1814; North East Units Scale Factor Converg. AA1814;SPC FL E - 175,210.465 273,704.476 MT 1.00000823 +0 19 17.4 AA1814;UTM 17 - 2,866,282.666 573,679.329 MT 0.99966703 +0 19 17.4 AA1814 AA1814! - Elev Factor x Scale Factor = Combined Factor AA1814!SPC FL E - 1.00000365 x 1.00000823 = 1.00001188 AA1814!UTM 17 - 1.00000365 x 0.99966703 = 0.99967068 AA1814 AA1814: Primary Azimuth Mark Grid Az AA1814:SPC FL E - OPF ARP 2 248 09 42.5 AA1814:UTM 17 - OPF ARP 2 248 09 42.5 AA1814 AA1814|---------------------------------------------------------------------| AA1814| PID Reference Object Distance Geod. Az | AA1814| dddmmss.s | AA1814| AA1813 OPF ARP 2 APPROX. 1.7 KM 2482859.9 | AA1814|---------------------------------------------------------------------| AA1814 AA1814 SUPERSEDED SURVEY CONTROL AA1814 AA1814 NAD 83(1990)- 25 54 47.66833(N) 080 15 51.58912(W) AD( ) 1 AA1814 NGVD 29 (11/21/94) 2.37 (m) 7.8 (f) LEVELING 3 AA1814 AA1814.Superseded values are not recommended for survey control. AA1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA1814.See file dsdata.txt to determine how the superseded data were derived. AA1814 AA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7367966283(NAD 83) AA1814_MARKER: DT = TOPOGRAPHIC STATION DISK AA1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA1814_STAMPING: AP 1966 STA A AA1814_MARK LOGO: CGS AA1814_MAGNETIC: N = NO MAGNETIC MATERIAL AA1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA1814+STABILITY: SURFACE MOTION AA1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1814+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AA1814 AA1814 HISTORY - Date Condition Report By AA1814 HISTORY - 1966 MONUMENTED CGS AA1814 HISTORY - 19930315 GOOD CGS AA1814 HISTORY - 20050116 GOOD BAKER AA1814 AA1814 STATION DESCRIPTION AA1814 AA1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LTW) AA1814'THE STATION IS LOCATED ON OPA LOCKA AIRPORT NEAR RUNWAY END 27R IN OPA AA1814'LOCKA, FLORIDA. TO REACH THE STATION FROM THE AIRPORT MANAGERS AA1814'BUILDING AND ELY ROAD PROCEED WEST ON ELY ROAD FOR 0.10 MI (0.16 KM) AA1814'(CROSSING LEJEUNE ROAD)TO A GATE FOR THE HANGARS. PASS THROUGH THE AA1814'GATE AND PROCEED 0.20 MI (0.32 KM) WEST ACROSS APRON AND RAMP TO A AA1814'PERIMETER ROAD AND CONTINUING APPROXIMATELY 0.40 MI (0.64 KM) TO THE AA1814'U.S. COAST GUARD RAMP TO TAXIWAY E. PROCEED NORTHWEST ON TAXIWAY E AA1814'FOR 0.30 MI (0.48 KM) TO TAXIWAY N. PROCEED EAST ON TAXIWAY N FOR AA1814'0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED AA1814'210 FT (64.0 M) SOUTH OF CENTERLINE END RUNWAY 27R, 0.3 FT (9.1 CM) AA1814'WEST OF THE EAST EDGE OF THE TAXIWAY AND FLUSH WITH THE TAXIWAY. THE AA1814'STATION IS A CGS TOPOGRAPHIC DISK STAMPED AP 1966 STA A AND SET FLUSH AA1814'WITH THE GROUND FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. AA1814'GEROGE W. MANION, AIRPORT MANAGER, OPA LOCKA AIRPORT, 14300 N.W. 41ST AA1814'AVENUE, OPA LOCKA, FLORIDA 33054, PHONE (305) 953-1300. DESCRIBED BY AA1814'RALPH A. HARRELL, CHIEF OF NOS PARTY. AA1814 AA1814 STATION RECOVERY (1993) AA1814 AA1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993 AA1814'THE STATION IS LOCATED ON OPA LOCKA AIRPORT NEAR RUNWAY END 27R 210.0 AA1814'FT (64.0 M) SOUTH OF THE CENTERLINE 4 INCHES WEST OF THE EAST END OF AA1814'THE TAXIWAY IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE AA1814'TAXIWAY AND STAMPED AP 1966 STA A AA1814 AA1814 STATION RECOVERY (2005) AA1814 AA1814'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AA1814'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AE7138 *********************************************************************** AE7138 SACS - This is a Secondary Airport Control Station. AE7138 DESIGNATION - OPF C AE7138 PID - AE7138 AE7138 STATE/COUNTY- FL/DADE AE7138 USGS QUAD - OPA-LOCKA (1988) AE7138 AE7138 *CURRENT SURVEY CONTROL AE7138 ___________________________________________________________________ AE7138* NAD 83(1999)- 25 54 43.33025(N) 080 17 31.57943(W) ADJUSTED AE7138* NAVD 88 - 1.81 (meters) 5.9 (feet) GPS OBS AE7138 ___________________________________________________________________ AE7138 X - 968,004.209 (meters) COMP AE7138 Y - -5,658,363.365 (meters) COMP AE7138 Z - 2,770,289.497 (meters) COMP AE7138 LAPLACE CORR- -2.44 (seconds) DEFLEC99 AE7138 ELLIP HEIGHT- -23.29 (meters) (01/17/02) GPS OBS AE7138 GEOID HEIGHT- -25.12 (meters) GEOID03 AE7138 AE7138 HORZ ORDER - FIRST AE7138 ELLP ORDER - FOURTH CLASS II AE7138 AE7138.This mark is at Opa Locka Airport (OPF) AE7138 AE7138.The horizontal coordinates were established by GPS observations AE7138.and adjusted by the National Geodetic Survey in January 2002. AE7138 AE7138.The orthometric height was determined by GPS observations and a AE7138.high-resolution geoid model. AE7138 AE7138.GPS derived orthometric heights for airport stations designated as AE7138.PACS or SACS are published to 2 decimal places. This maintains AE7138.centimeter relative accuracy between the PACS and SACS. It does AE7138.not indicate centimeter accuracy relative to other marks which are AE7138.part of the NAVD 88 network. AE7138 AE7138.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE7138 AE7138.The Laplace correction was computed from DEFLEC99 derived deflections. AE7138 AE7138.The ellipsoidal height was determined by GPS observations AE7138.and is referenced to NAD 83. AE7138 AE7138.The geoid height was determined by GEOID03. AE7138 AE7138; North East Units Scale Factor Converg. AE7138;SPC FL E - 175,061.608 270,922.439 MT 1.00000326 +0 18 33.7 AE7138;UTM 17 - 2,866,133.859 570,898.241 MT 0.99966206 +0 18 33.7 AE7138 AE7138! - Elev Factor x Scale Factor = Combined Factor AE7138!SPC FL E - 1.00000366 x 1.00000326 = 1.00000692 AE7138!UTM 17 - 1.00000366 x 0.99966206 = 0.99966572 AE7138 AE7138 SUPERSEDED SURVEY CONTROL AE7138 AE7138 NAD 83(1990)- 25 54 43.32905(N) 080 17 31.57821(W) AD( ) 1 AE7138 ELLIP H (01/05/98) -23.30 (m) GP( ) 4 2 AE7138 AE7138.Superseded values are not recommended for survey control. AE7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7138.See file dsdata.txt to determine how the superseded data were derived. AE7138 AE7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7089866134(NAD 83) AE7138_MARKER: DD = SURVEY DISK AE7138_SETTING: 34 = 12 X 16-FOOT ABANDONED FOOTER AE7138_STAMPING: OPF C 1996 AE7138_MAGNETIC: N = NO MAGNETIC MATERIAL AE7138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7138+STABILITY: SURFACE MOTION AE7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7138+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AE7138 AE7138 HISTORY - Date Condition Report By AE7138 HISTORY - 1996 MONUMENTED NGS AE7138 HISTORY - 20050116 GOOD BAKER AE7138 AE7138 STATION DESCRIPTION AE7138 AE7138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL) AE7138'NOTE--THIS STATION WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION AE7138'(SACS) . THE STATION IS LOCATED NEAR THE WEST SIDE OF OPA-LOCKA, FL. AE7138'AT THE OPA-LOCKA AIRPORT. NEAR THE NORTHWEST END OF THE AIRPORT, EAST AE7138'OF THE WEST PERIMETER FENCE AND WITNESS POST, AND NORTH-NORTHEAST OF AE7138'THE FIRST ORANGE AND WHITE 8 X 16-FOOT POWER SUPPLY BUILDING SOUTH OF AE7138'THE NORTH SERVICE ROAD, SET IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE AE7138'NORTH CONCRETE CORNER OF AN ABANDONED 12 X 16-FOOT FOOTER. AE7138'OWNERSHIP--MIAMI INTERNATIONAL AIRPORT METRO-DADE AVIATION DEPARTMENT, AE7138'OPA-LOCKA AIRPORT, 14300 NORTHWEST 41ST AVENUE, OPA-LOCKA, FL. 33054. AE7138'AIRPORT SUPERVISOR GEORGE W. MANION, PHONE 305-953-1300 OR 1302. AE7138'NOTE--CONTACT AIRPORT SUPERVISOR 24-HOURS IN ADVANCE, (ESCORT AE7138'REQUIRED) . TO REACH THE STATION FROM THE JUNCTION OF PALMETTO AE7138'EXPRESSWAY AND STATE HIGHWAY 924, GO EAST, 3.4 KM (2.10 MI) ALONG AE7138'HIGHWAY 924 TO STATE HIGHWAY 823 (RED ROAD / NORTHWEST 57TH AVENUE) . AE7138'TURN LEFT, NORTH, 0.42 KM (0.25 MI) ALONG RED ROAD TO STATE HIGHWAY AE7138'916 EAST ON THE RIGHT. TURN RIGHT, EAST, 2.47 KM (1.55 MI) ALONG AE7138'HIGHWAY 916 TO LE JEUNE ROAD (NORTHWEST 42ND AVENUE) , AIRPORT AE7138'ENTRANCE ROAD AND SIGN ON THE LEFT. TURN LEFT, NORTH, 0.63 KM (0.40 AE7138'MI) ALONG AIRPORT ENTRANCE ROAD TO CURTISS ROAD ON THE RIGHT. TURN AE7138'RIGHT, EAST, 0.11 KM (0.05 MI) ALONG CURTISS ROAD TO MUSICK ROAD ON AE7138'THE LEFT. TURN LEFT, NORTH, 0.12 KM (0.05 MI) ALONG MUSICK ROAD TO AE7138'THE AIRPORT OFFICE ON THE LEFT. STATION IS 41.5 M (136.2 FT) AE7138'SOUTH-SOUTHWEST OF THE 2ND SINGLE ORANGE ILS INDICATOR LIGHT POLE AE7138'SOUTHEAST OF THE PERIMETER ROAD, 38.0 M (124.7 FT) EAST OF THE WEST AE7138'PERIMETER FENCE AND WITNESS POST, 33.6 M (110.2 FT) NORTH-NORTHEAST OF AE7138'THE FIRST ORANGE AND WHITE BUILDING SOUTH OF THE NORTH SERVICE ROAD, AE7138'6.7 M (22.0 FT) NORTHWEST OF A TRACK ROAD CENTER, AND THE STATION IS AE7138'LEVEL WITH THE TOP OF THE FOOTER AND PROJECTING 4-CM ABOVE THE GROUND AE7138'SURFACE. AE7138 AE7138 STATION RECOVERY (2005) AE7138 AE7138'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AE7138'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AC3644 *********************************************************************** AC3644 DESIGNATION - SCOTT AC3644 PID - AC3644 AC3644 STATE/COUNTY- FL/DADE AC3644 USGS QUAD - NORTH MIAMI (1988) AC3644 AC3644 *CURRENT SURVEY CONTROL AC3644 ___________________________________________________________________ AC3644* NAD 83(1990)- 25 56 13.00263(N) 080 13 42.55294(W) ADJUSTED AC3644* NAVD 88 - 1.7 (meters) 6. (feet) VERTCON AC3644 ___________________________________________________________________ AC3644 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AC3644 GEOID HEIGHT- -25.30 (meters) GEOID03 AC3644 AC3644 HORZ ORDER - FIRST AC3644 AC3644.The horizontal coordinates were established by classical geodetic methods AC3644.and adjusted by the National Geodetic Survey in May 1991. AC3644 AC3644.The NAVD 88 height was computed by applying the VERTCON shift value to AC3644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3644 AC3644.The Laplace correction was computed from DEFLEC99 derived deflections. AC3644 AC3644.The geoid height was determined by GEOID03. AC3644 AC3644; North East Units Scale Factor Converg. AC3644;SPC FL E - 177,857.152 277,280.221 MT 1.00001489 +0 20 14.9 AC3644;UTM 17 - 2,868,928.450 577,253.853 MT 0.99967369 +0 20 14.9 AC3644 AC3644! - Elev Factor x Scale Factor = Combined Factor AC3644!SPC FL E - 1.00000370 x 1.00001489 = 1.00001859 AC3644!UTM 17 - 1.00000370 x 0.99967369 = 0.99967739 AC3644 AC3644: Primary Azimuth Mark Grid Az AC3644:SPC FL E - MIAMI TV STA WPLG MAST 025 50 36.5 AC3644:UTM 17 - MIAMI TV STA WPLG MAST 025 50 36.5 AC3644 AC3644|---------------------------------------------------------------------| AC3644| PID Reference Object Distance Geod. Az | AC3644| dddmmss.s | AC3644| AC3654 MIAMI TV STA WPLG MAST APPROX. 3.7 KM 0261051.4 | AC3644| AC3652 MIAMI TV STA WCKT MAST APPROX. 3.4 KM 0284957.6 | AC3644| AC3651 MIAMI TV STA WPST MAST APPROX. 2.9 KM 0341124.4 | AC3644| AC3648 NORTH MIAMI BEACH MUN TANK APPROX. 1.9 KM 0404055.6 | AC3644| AC3645 N MIAMI BEACH VELDA FARMS TANK APPROX. 3.9 KM 0803944.4 | AC3644| CW8167 SCOTT RM 1 18.705 METERS 11602 | AC3644| CW8169 SCOTT RM 3 77.657 METERS 13153 | AC3644| AC3643 MIAMI SCOTT PARK TANK 53.802 METERS 16833 | AC3644| AC3636 BUNCHE PARK TANK APPROX. 2.0 KM 2192953.8 | AC3644| CW8168 SCOTT RM 2 23.033 METERS 23649 | AC3644| AC3980 CAROL CITY TANK APPROX. 3.4 KM 2702656.2 | AC3644|---------------------------------------------------------------------| AC3644 AC3644 SUPERSEDED SURVEY CONTROL AC3644 AC3644 NAD 83(1986)- 25 56 13.00516(N) 080 13 42.55729(W) AD( ) 1 AC3644 NAD 27 - 25 56 11.67041(N) 080 13 43.38264(W) AD( ) 1 AC3644 NGVD 29 (07/19/86) 2.2 (m) 7. (f) VERT ANG AC3644 AC3644.Superseded values are not recommended for survey control. AC3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3644.See file dsdata.txt to determine how the superseded data were derived. AC3644 AC3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7725468928(NAD 83) AC3644_MARKER: DS = TRIANGULATION STATION DISK AC3644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC3644 AC3644 HISTORY - Date Condition Report By AC3644 HISTORY - 1971 MONUMENTED NGS AC3644 HISTORY - 19910302 GOOD USPSQD AC3644 HISTORY - 20050204 MARK NOT FOUND WEIDEN AC3644 AC3644 STATION DESCRIPTION AC3644 AC3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA) AC3644'THE STATION IS 10 MILES NORTH OF MIAMI, 3 MILES WEST OF NORTH AC3644'MIAMI BEACH, 2 MILES NORTHEAST OF OPA LOCKA AND IN SCOTT AC3644'(COUNTY) PARK. AC3644' AC3644'TO REACH THE STATION FROM THE TOLL BOOTH AT THE SOUTH END OF THE AC3644'SUNSHINE STATE PARKWAY ABOUT 11 MILES NORTH OF MIAMI, GO SOUTH ON AC3644'THE EXIT RAMP FOR 0.6 MILE TO THE JUNCTION OF THE PALMETTO AC3644'EXPRESSWAY (STATE HIGHWAY 826). TURN RIGHT AND GO WEST ON THE AC3644'EXPRESSWAY FOR 0.95 MILE TO NW 17TH AVE EXIT. TAKE EXIT RAMP AND AC3644'CONTINUE WEST FOR 0.2 MILE TO NW 17TH AVE. TURN RIGHT AND GO AC3644'NORTH ON NW 17TH AVE FOR 0.6 MILE TO THE ENTRANCE TO SCOTT PARK AC3644'AND THE STATION ON THE RIGHT AS DESCRIBED. AC3644' AC3644'STATION MARK, STAMPED SCOTT 1971 IS A STANDARD DISK SET IN A AC3644'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT AC3644'IS 175 FEET EAST OF THE CENTER OF NW 17TH AVE, 96.5 FEET NORTH AC3644'OF THE NORTHWEST CORNER OF A SMALL BUILDING, 49.5 FEET WEST OF THE AC3644'WEST CORNER OF SOME CONCRETE BLEACHERS, 32.5 FEET SOUTHWEST OF A AC3644'CHAIN LINK FENCE AND 21 FEET EAST OF THE EAST EDGE OF THE PAVED AC3644'PARKING AREA. AC3644' AC3644'REFERENCE MARK 1, STAMPED SCOTT NO 1 1971 IS A STANDARD DISK AC3644'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE AC3644'BLEACHERS. IT IS 75 FEET EAST OF THE EAST EDGE OF THE PARKING AC3644'AREA, 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL AC3644'BUILDING AND 15.5 FEET SOUTHWEST OF THE CHAIN LINK FENCE. AC3644' AC3644'REFERENCE MARK 2, STAMPED SCOTT NO 2 1971 IS A STANDARD DISK AC3644'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 110 FEET AC3644'EAST OF THE CENTER OF NW 17TH AVE, 81.5 FEET NORTHWEST OF THE AC3644'NORTHWEST CORNER OF THE SMALL BUILDING, 44.5 FEET WEST OF THE EAST AC3644'EDGE OF THE PARKING AREA AND 43 FEET NORTH OF A 24-INCH TREE. AC3644' AC3644'REFERENCE MARK 3, STAMPED SCOTT NO 3 1971 IS A STANDARD DISK AC3644'CEMENTED IN A CONCRETE CURB AROUND A PLAY AREA. IT IS 103 FEET AC3644'SOUTHEAST OF A CONCRETE DRINKING FOUNTAIN, 75 FEET EAST OF AN AC3644'18-INCH TREE, 53 FEET SOUTHWEST OF A 20-INCH TREE AND 25 FEET WEST AC3644'OF A ROCKET SLIDE. AC3644' AC3644'NOTE--NO MEASUREMENT WAS MADE TO SCOTT PARK WATER TANK DUE AC3644'TO A BUILDING ON LINE AND OTHER OBSTRUCTIONS. AC3644' AC3644'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS. AC3644 AC3644 STATION RECOVERY (1991) AC3644 AC3644'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAT) AC3644'RECOVERED IN GOOD CONDITION. AC3644 AC3644 STATION RECOVERY (2005) AC3644 AC3644'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AC3644'FOUND DAMAGED CONCRETE MONUMENT WITH PIECE IF REBAR STICKING OUT - AC3644'MARK IS GONE. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AC2257 *********************************************************************** AC2257 DESIGNATION - W 238 AC2257 PID - AC2257 AC2257 STATE/COUNTY- FL/DADE AC2257 USGS QUAD - MIAMI (1994) AC2257 AC2257 *CURRENT SURVEY CONTROL AC2257 ___________________________________________________________________ AC2257* NAD 83(1986)- 25 46 27. (N) 080 08 31. (W) SCALED AC2257* NAVD 88 - 1.992 (meters) 6.54 (feet) ADJUSTED AC2257 ___________________________________________________________________ AC2257 GEOID HEIGHT- -25.68 (meters) GEOID03 AC2257 DYNAMIC HT - 1.989 (meters) 6.53 (feet) COMP AC2257 MODELED GRAV- 979,029.0 (mgal) NAVD 88 AC2257 AC2257 VERT ORDER - FIRST CLASS II AC2257 AC2257.The horizontal coordinates were scaled from a topographic map and have AC2257.an estimated accuracy of +/- 6 seconds. AC2257 AC2257.The orthometric height was determined by differential leveling AC2257.and adjusted by the National Geodetic Survey in June 1991. AC2257 AC2257.The geoid height was determined by GEOID03. AC2257 AC2257.The dynamic height is computed by dividing the NAVD 88 AC2257.geopotential number by the normal gravity value computed on the AC2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2257.degrees latitude (g = 980.6199 gals.). AC2257 AC2257.The modeled gravity was interpolated from observed gravity values. AC2257 AC2257; North East Units Estimated Accuracy AC2257;SPC FL E - 159,880. 286,070. MT (+/- 180 meters Scaled) AC2257 AC2257 SUPERSEDED SURVEY CONTROL AC2257 AC2257 NGVD 29 (09/01/92) 2.464 (m) 8.08 (f) ADJUSTED 1 2 AC2257 AC2257.Superseded values are not recommended for survey control. AC2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2257.See file dsdata.txt to determine how the superseded data were derived. AC2257 AC2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ860509(NAD 83) AC2257_MARKER: DD = SURVEY DISK AC2257_SETTING: 36 = ABUTMENT AC2257_STAMPING: W 238 1965 AC2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC2257+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AC2257 AC2257 HISTORY - Date Condition Report By AC2257 HISTORY - 1965 MONUMENTED FLHD AC2257 HISTORY - 1965 GOOD NGS AC2257 HISTORY - 1973 GOOD NGS AC2257 HISTORY - 1978 GOOD NGS AC2257 HISTORY - 1988 GOOD USPSQD AC2257 HISTORY - 20050116 GOOD BAKER AC2257 AC2257 STATION DESCRIPTION AC2257 AC2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AC2257'AT MIAMI BEACH. AC2257'AT MIAMI BEACH, ALONG THE MC ARTHUR CAUSEWAY, ABOUT 125 YARDS AC2257'EAST OF THE INTERSECTION OF THE CAUSEWAY AND ALTON ROAD, SET ON AC2257'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A LONG AC2257'CAUSEWAY BRIDGE, 10 FEET NORTH OF THE NORTH CURB LINE OF BRIDGE, AC2257'0.3 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT LEVEL AC2257'WITH THE ROADWAY. NOTE-- MARK IS 125 YARDS WEST OF THE INTERSECTION AC2257'OF THE CAUSEWAY AND ALTON ROAD. AC2257 AC2257 STATION RECOVERY (1973) AC2257 AC2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2257'RECOVERED IN GOOD CONDITION. AC2257 AC2257 STATION RECOVERY (1978) AC2257 AC2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AC2257'RECOVERED IN GOOD CONDITION. AC2257 AC2257 STATION RECOVERY (1988) AC2257 AC2257'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD) AC2257'RECOVERED IN GOOD CONDITION. AC2257 AC2257 STATION RECOVERY (2005) AC2257 AC2257'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AC2257'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AC2263 *********************************************************************** AC2263 DESIGNATION - Z 310 AC2263 PID - AC2263 AC2263 STATE/COUNTY- FL/DADE AC2263 USGS QUAD - MIAMI (1994) AC2263 AC2263 *CURRENT SURVEY CONTROL AC2263 ___________________________________________________________________ AC2263* NAD 83(1986)- 25 47 48. (N) 080 07 43. (W) SCALED AC2263* NAVD 88 - 1.609 (meters) 5.28 (feet) ADJUSTED AC2263 ___________________________________________________________________ AC2263 GEOID HEIGHT- -25.71 (meters) GEOID03 AC2263 DYNAMIC HT - 1.606 (meters) 5.27 (feet) COMP AC2263 MODELED GRAV- 979,031.9 (mgal) NAVD 88 AC2263 AC2263 VERT ORDER - SECOND CLASS 0 AC2263 AC2263.The horizontal coordinates were scaled from a topographic map and have AC2263.an estimated accuracy of +/- 6 seconds. AC2263 AC2263.The orthometric height was determined by differential leveling AC2263.and adjusted by the National Geodetic Survey in June 1991. AC2263 AC2263.The geoid height was determined by GEOID03. AC2263 AC2263.The dynamic height is computed by dividing the NAVD 88 AC2263.geopotential number by the normal gravity value computed on the AC2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2263.degrees latitude (g = 980.6199 gals.). AC2263 AC2263.The modeled gravity was interpolated from observed gravity values. AC2263 AC2263; North East Units Estimated Accuracy AC2263;SPC FL E - 162,380. 287,390. MT (+/- 180 meters Scaled) AC2263 AC2263 SUPERSEDED SURVEY CONTROL AC2263 AC2263 NGVD 29 (??/??/92) 2.081 (m) 6.83 (f) ADJ UNCH 2 0 AC2263 AC2263.Superseded values are not recommended for survey control. AC2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2263.See file dsdata.txt to determine how the superseded data were derived. AC2263 AC2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ873534(NAD 83) AC2263_MARKER: DB = BENCH MARK DISK AC2263_SETTING: 30 = CONCRETE BASE AC2263_STAMPING: Z 310 1970 AC2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC2263+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005 AC2263 AC2263 HISTORY - Date Condition Report By AC2263 HISTORY - 1970 MONUMENTED NGS AC2263 HISTORY - 1973 GOOD NGS AC2263 HISTORY - 1987 GOOD USPSQD AC2263 HISTORY - 20050116 GOOD BAKER AC2263 AC2263 STATION DESCRIPTION AC2263 AC2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2263'AT MIAMI BEACH. AC2263'AT MIAMI BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AC2263'COLLINS AVENUE AND 21 ST STREET, ON THE LAWN OF A PUBLIC LIBRARY, AC2263'ON THE TOP OF THE EAST SIDE OF THE CONCRETE BASE SUPPORTING AC2263'THE FLAGPOLE, 108 FEET NORTH OF THE NORTH CURB OF 21 ST STREET, AC2263'50 FEET WEST OF THE WEST CURB OF COLLINS AVENUE, FLUSH WITH THE AC2263'GROUND AND ABOUT LEVEL WITH THE AVENUE. AC2263 AC2263 STATION RECOVERY (1973) AC2263 AC2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2263'RECOVERED IN GOOD CONDITION. AC2263 AC2263 STATION RECOVERY (1987) AC2263 AC2263'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD) AC2263'RECOVERED IN GOOD CONDITION. AC2263 AC2263 STATION RECOVERY (2005) AC2263 AC2263'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH) AC2263'RECOVERED IN GOOD CONDITION.