1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ7736 *********************************************************************** AJ7736 DESIGNATION - D 546 AJ7736 PID - AJ7736 AJ7736 STATE/COUNTY- FL/MIAMI-DADE AJ7736 USGS QUAD - COOPERTOWN (1973) AJ7736 AJ7736 *CURRENT SURVEY CONTROL AJ7736 ___________________________________________________________________ AJ7736* NAD 83(1999)- 25 45 42.12861(N) 080 35 28.03176(W) ADJUSTED AJ7736* NAVD 88 - 5.077 (meters) 16.66 (feet) ADJUSTED AJ7736 ___________________________________________________________________ AJ7736 X - 939,648.518 (meters) COMP AJ7736 Y - -5,670,502.239 (meters) COMP AJ7736 Z - 2,755,301.295 (meters) COMP AJ7736 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AJ7736 ELLIP HEIGHT- -19.37 (meters) (12/12/02) GPS OBS AJ7736 GEOID HEIGHT- -24.44 (meters) GEOID03 AJ7736 DYNAMIC HT - 5.069 (meters) 16.63 (feet) COMP AJ7736 MODELED GRAV- 979,029.5 (mgal) NAVD 88 AJ7736 AJ7736 HORZ ORDER - FIRST AJ7736 VERT ORDER - FIRST CLASS II AJ7736 ELLP ORDER - FOURTH CLASS I AJ7736 AJ7736.The horizontal coordinates were established by GPS observations AJ7736.and adjusted by the National Geodetic Survey in December 2002. AJ7736 AJ7736.The orthometric height was determined by differential leveling AJ7736.and adjusted by the National Geodetic Survey in March 2002. AJ7736 AJ7736.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7736 AJ7736.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7736 AJ7736.The ellipsoidal height was determined by GPS observations AJ7736.and is referenced to NAD 83. AJ7736 AJ7736.The geoid height was determined by GEOID03. AJ7736 AJ7736.The dynamic height is computed by dividing the NAVD 88 AJ7736.geopotential number by the normal gravity value computed on the AJ7736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7736.degrees latitude (g = 980.6199 gals.). AJ7736 AJ7736.The modeled gravity was interpolated from observed gravity values. AJ7736 AJ7736; North East Units Scale Factor Converg. AJ7736;SPC FL E - 158,279.930 241,016.179 MT 0.99996194 +0 10 39.8 AJ7736;UTM 17 - 2,849,357.907 541,002.185 MT 0.99962076 +0 10 39.8 AJ7736 AJ7736! - Elev Factor x Scale Factor = Combined Factor AJ7736!SPC FL E - 1.00000304 x 0.99996194 = 0.99996498 AJ7736!UTM 17 - 1.00000304 x 0.99962076 = 0.99962380 AJ7736 AJ7736 SUPERSEDED SURVEY CONTROL AJ7736 AJ7736 NAVD 88 (12/12/02) 5.08 (m) 16.7 (f) LEVELING 3 AJ7736 AJ7736.Superseded values are not recommended for survey control. AJ7736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7736.See file dsdata.txt to determine how the superseded data were derived. AJ7736 AJ7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4100249358(NAD 83) AJ7736_MARKER: DD = SURVEY DISK AJ7736_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AJ7736_SP_SET: BRIDGE ABUTMENT AJ7736_STAMPING: D 546 2001 CERP AJ7736_MARK LOGO: USACE AJ7736_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7736+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005 AJ7736 AJ7736 HISTORY - Date Condition Report By AJ7736 HISTORY - 2001 MONUMENTED LDBLS AJ7736 HISTORY - 2002 GOOD MAPTEC AJ7736 HISTORY - 20050613 GOOD FLDEP AJ7736 AJ7736 STATION DESCRIPTION AJ7736 AJ7736'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AJ7736'THE MARK IS ABOUT 132.6 KM (82.38 MI) SOUTHEAST OF NAPLES, ABOUT 29.1 AJ7736'KM (18.06 AJ7736'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA AJ7736'DEPARTMENT AJ7736'OF TRANSPORTATION. AJ7736' AJ7736'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AJ7736'TRAIL) AND AJ7736'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AJ7736'WEST ON AJ7736'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AJ7736'WITH STATE AJ7736'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE AJ7736'JUNCTION AJ7736'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON AJ7736'THE PAVED AJ7736'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 AJ7736'MI) TO AJ7736'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO AJ7736'EAST ON AJ7736'THE ROADWAY 8.3 KM (5.16 MI) TO THE WEST END OF A CONCRETE BRIDGE AT AJ7736'CONCRETE AJ7736'WEIR STRUCTURE S335A AND THE MARK. AJ7736' AJ7736'THE MARK IS 3.35 M (11.0 FT) NORTH OF THE WEST END OF FACE OF CURB AJ7736'WHICH SPANS AJ7736'THE SOUTH SIDE OF THE BRIDGE, 3.35 M (11.0 FT) SOUTH OF THE WEST END AJ7736'OF FACE OF AJ7736'CURB WHICH SPANS THE NORTH SIDE OF THE BRIDGE, 0.21 M (0.7 FT) WEST OF AJ7736'AN AJ7736'EXPANSION JOINT (BETWEEN BRIDGE AND ABUTMENT), AND 0.21 M (0.7 FT) AJ7736'EAST OF THE AJ7736'WEST EDGE OF A ABUTMENT WALL. THE MARK IS A DISK SET FLUSH IN THE TOP AJ7736'OF THE AJ7736'WEST CONCRETE BRIDGE ABUTMENT ON THE EAST-WEST CENTERLINE OF THE AJ7736'BRIDGE FLUSH AJ7736'WITH THE LEVEL OF THE CONCRETE BRIDGE DECK. AJ7736' AJ7736' AJ7736 AJ7736 STATION RECOVERY (2002) AJ7736 AJ7736'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ7736'THE MARK IS ABOUT 132.6 KM (82.38 MI) SOUTHEAST OF NAPLES, ABOUT 29.1 AJ7736'KM (18.06 AJ7736'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA AJ7736'DEPARTMENT AJ7736'OF TRANSPORTATION. AJ7736' AJ7736'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AJ7736'TRAIL) AND AJ7736'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AJ7736'WEST ON AJ7736'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AJ7736'WITH STATE AJ7736'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE AJ7736'JUNCTION AJ7736'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON AJ7736'THE PAVED AJ7736'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 AJ7736'MI) TO AJ7736'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO AJ7736'EAST ON AJ7736'THE ROADWAY 8.3 KM (5.16 MI) TO THE WEST END OF A CONCRETE BRIDGE AT AJ7736'CONCRETE AJ7736'WEIR STRUCTURE S335A AND THE MARK. AJ7736' AJ7736'THE MARK IS 3.35 M (11.0 FT) NORTH OF THE WEST END OF FACE OF CURB AJ7736'WHICH SPANS AJ7736'THE SOUTH SIDE OF THE BRIDGE, 3.35 M (11.0 FT) SOUTH OF THE WEST END AJ7736'OF FACE OF AJ7736'CURB WHICH SPANS THE NORTH SIDE OF THE BRIDGE, 0.21 M (0.7 FT) WEST OF AJ7736'AN AJ7736'EXPANSION JOINT (BETWEEN BRIDGE AND ABUTMENT), AND 0.21 M (0.7 FT) AJ7736'EAST OF THE AJ7736'WEST EDGE OF A ABUTMENT WALL. THE MARK IS A DISK SET FLUSH IN THE TOP AJ7736'OF THE AJ7736'WEST CONCRETE BRIDGE ABUTMENT ON THE EAST-WEST CENTERLINE OF THE AJ7736'BRIDGE FLUSH AJ7736'WITH THE LEVEL OF THE CONCRETE BRIDGE DECK. AJ7736' AJ7736'STATION RECOVERY (2002) AJ7736'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP) AJ7736'RECOVERED AS DESCRIBED. AJ7736' AJ7736' AJ7736' AJ7736 AJ7736 STATION RECOVERY (2005) AJ7736 AJ7736'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AJ7736'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC4647 *********************************************************************** AC4647 CBN - This is a Cooperative Base Network Control Station. AC4647 DESIGNATION - FLGPS RON AC4647 PID - AC4647 AC4647 STATE/COUNTY- FL/MIAMI-DADE AC4647 USGS QUAD - FORTYMILE BEND (1995) AC4647 AC4647 *CURRENT SURVEY CONTROL AC4647 ___________________________________________________________________ AC4647* NAD 83(1999)- 25 45 42.70001(N) 080 46 09.23036(W) ADJUSTED AC4647* NAVD 88 - 4.719 (meters) 15.48 (feet) ADJUSTED AC4647 ___________________________________________________________________ AC4647 X - 922,015.333 (meters) COMP AC4647 Y - -5,673,388.186 (meters) COMP AC4647 Z - 2,755,317.075 (meters) COMP AC4647 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AC4647 ELLIP HEIGHT- -19.50 (meters) (05/31/01) GPS OBS AC4647 GEOID HEIGHT- -24.19 (meters) GEOID03 AC4647 DYNAMIC HT - 4.712 (meters) 15.46 (feet) COMP AC4647 MODELED GRAV- 979,027.0 (mgal) NAVD 88 AC4647 AC4647 HORZ ORDER - B AC4647 VERT ORDER - FIRST CLASS II AC4647 ELLP ORDER - FIFTH CLASS I AC4647 AC4647.The horizontal coordinates were established by GPS observations AC4647.and adjusted by the National Geodetic Survey in May 2001. AC4647 AC4647.The orthometric height was determined by differential leveling AC4647.and adjusted by the National Geodetic Survey in September 1992. AC4647 AC4647.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4647 AC4647.The Laplace correction was computed from DEFLEC99 derived deflections. AC4647 AC4647.The ellipsoidal height was determined by GPS observations AC4647.and is referenced to NAD 83. AC4647 AC4647.The geoid height was determined by GEOID03. AC4647 AC4647.The dynamic height is computed by dividing the NAVD 88 AC4647.geopotential number by the normal gravity value computed on the AC4647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4647.degrees latitude (g = 980.6199 gals.). AC4647 AC4647.The modeled gravity was interpolated from observed gravity values. AC4647 AC4647; North East Units Scale Factor Converg. AC4647;SPC FL E - 158,254.165 223,149.160 MT 0.99994779 +0 06 01.1 AC4647;UTM 17 - 2,849,332.151 523,141.261 MT 0.99960661 +0 06 01.1 AC4647 AC4647! - Elev Factor x Scale Factor = Combined Factor AC4647!SPC FL E - 1.00000306 x 0.99994779 = 0.99995085 AC4647!UTM 17 - 1.00000306 x 0.99960661 = 0.99960967 AC4647 AC4647: Primary Azimuth Mark Grid Az AC4647:SPC FL E - FLGPS RON AZ MK 272 19 34.2 AC4647:UTM 17 - FLGPS RON AZ MK 272 19 34.2 AC4647 AC4647|---------------------------------------------------------------------| AC4647| PID Reference Object Distance Geod. Az | AC4647| dddmmss.s | AC4647| AC4658 FLGPS RON AZ MK APPROX. 0.5 KM 2722535.3 | AC4647| AC0523 T 237 10.778 METERS 35850 | AC4647|---------------------------------------------------------------------| AC4647 AC4647 SUPERSEDED SURVEY CONTROL AC4647 AC4647 NAD 83(1990)- 25 45 42.69870(N) 080 46 09.23007(W) AD( ) B AC4647 ELLIP H (09/13/90) -19.52 (m) GP( ) 4 1 AC4647 NAVD 88 (06/02/94) 4.72 (m) 15.5 (f) LEVELING 3 AC4647 NGVD 29 (09/01/92) 5.178 (m) 16.99 (f) ADJUSTED 1 2 AC4647 AC4647.Superseded values are not recommended for survey control. AC4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4647.See file dsdata.txt to determine how the superseded data were derived. AC4647 AC4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2314149332(NAD 83) AC4647_MARKER: DS = TRIANGULATION STATION DISK AC4647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AC4647_SP_SET: BRIDGE ABUTMENT CURB AC4647_STAMPING: FLGPS RON 1989 AC4647_MARK LOGO: NGS AC4647_MAGNETIC: N = NO MAGNETIC MATERIAL AC4647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4647+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005 AC4647 AC4647 HISTORY - Date Condition Report By AC4647 HISTORY - 1989 MONUMENTED NGS AC4647 HISTORY - 19920219 GOOD NGS AC4647 HISTORY - 20010920 GOOD LDBLS AC4647 HISTORY - 2002 GOOD MAPTEC AC4647 HISTORY - 20050613 GOOD FLDEP AC4647 AC4647 STATION DESCRIPTION AC4647 AC4647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AC4647'THE STATION IS LOCATED ABOUT 83.02 KM (51.60 MI) WEST OF MIAMI, 37.49 AC4647'KM (23.30 MI) SOUTHEAST OF MONROE, IN SECTION 18, T 54 S, R 36 E, IN AC4647'THE SOUTHEAST ABUTMENT OF A BRIDGE OVER A CANAL CONNECTION. AC4647'OWNERSHIP--HIGHWAY RIGHT-OF-WAY. AC4647'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND AC4647'STATE ROAD 997 NEAR SWEETWATER, GO WEST FOR 29.44 KM (18.30 MI) ON AC4647'HIGHWAY 41 TO THE JUNCTION OF SHARK VALLEY ROAD. CONTINUE WEST FOR AC4647'0.32 KM (0.20 MI) ON HIGHWAY 41 TO A BRIDGE AND U.S. CORP SPILLWAY AND AC4647'THE STATION ON LEFT. AC4647'LOCATED 4.39 M (14.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY AC4647'41, 3.29 M (10.8 FT) NORTH FROM A 5-INCH WATER PIPE WHICH IS ABOVE AC4647'GROUND AND INTERSECTS WITH HEADWALL, 0.61 M (2.0 FT) WEST FROM A AC4647'CARSONITE WITNESS POST, 0.21 M (0.7 FT) WEST FROM THE WEST END OF AC4647'GUARDRAIL ON THE SOUTHEAST SIDE OF BRIDGE AND 0.21 M (0.7 FT) NORTH AC4647'FROM THE CONCRETE RAIL ON SOUTH SIDE OF BRIDGE. AC4647'DESCRIBED BY R.L. MALLOY. AC4647 AC4647 STATION RECOVERY (1992) AC4647 AC4647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AC4647'46.8 KM (29.10 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST AC4647'OFFICE IN WEST MIAMI, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH AC4647'END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER 4-20 S-16 SPANNING AC4647'SPILLWAY NUMBER S-12 B, 4.4 M (14.4 FT) SOUTH OF THE CENTERLINE OF AC4647'THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. AC4647 AC4647 STATION RECOVERY (2001) AC4647 AC4647'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AC4647'THE MARK IS ABOUT 114.7 KM (71.28 MI) SOUTHEAST OF NAPLES, ABOUT 46.9 AC4647'KM (29.16 AC4647'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - MICCOSUKEE AC4647'INDIAN AC4647'TRIBE. AC4647' AC4647'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AC4647'TRAIL) AND AC4647'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AC4647'WEST ON AC4647'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AC4647'WITH STATE AC4647'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 28.9 KM (17.94 MI) TO AC4647'CONCRETE WEIR AC4647'STRUCTURE S12B, AND THE MARK ON THE LEFT. AC4647' AC4647'THE MARK IS 4.46 M (14.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AC4647'0.76 M AC4647'(2.5 FT) NORTH OF THE SOUTH END OF THE ABUTMENT, 0.21 M (0.7 FT) NORTH AC4647'OF THE AC4647'NORTH EDGE OF A CONCRETE BRIDGERAIL, 0.21 M (0.70 FT) SOUTH OF THE AC4647'NORTH EDGE AC4647'OF THE CONCRETE CURB. THE MARK IS A DISK SET FLUSH IN THE TOP OF A AC4647'CONCRETE AC4647'CURB BETWEEN A STEEL GUARDRAIL AND A CONCRETE HANDRAIL ATOP THE SOUTH AC4647'END OF AC4647'THE EAST ABUTMENT OF A HIGHWAY BRIDGE SPANNING A CANAL AND ADJACENT TO AC4647'WEIR AC4647'STRUCTURE S12B, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. AC4647' AC4647' AC4647' AC4647' AC4647 AC4647 STATION RECOVERY (2002) AC4647 AC4647'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AC4647'THE MARK IS ABOUT 114.7 KM (71.28 MI) SOUTHEAST OF NAPLES, ABOUT 46.9 AC4647'KM (29.16 AC4647'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - MICCOSUKEE AC4647'INDIAN AC4647'TRIBE. AC4647' AC4647'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AC4647'TRAIL) AND AC4647'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AC4647'WEST ON AC4647'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AC4647'WITH STATE AC4647'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 28.9 KM (17.94 MI) TO AC4647'CONCRETE WEIR AC4647'STRUCTURE S12B, AND THE MARK ON THE LEFT. AC4647' AC4647'THE MARK IS 4.46 M (14.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AC4647'0.76 M AC4647'(2.5 FT) NORTH OF THE SOUTH END OF THE ABUTMENT, 0.21 M (0.7 FT) NORTH AC4647'OF THE AC4647'NORTH EDGE OF A CONCRETE BRIDGERAIL, 0.21 M (0.70 FT) SOUTH OF THE AC4647'NORTH EDGE AC4647'OF THE CONCRETE CURB. THE MARK IS A DISK SET FLUSH IN THE TOP OF A AC4647'CONCRETE AC4647'CURB BETWEEN A STEEL GUARDRAIL AND A CONCRETE HANDRAIL ATOP THE SOUTH AC4647'END OF AC4647'THE EAST ABUTMENT OF A HIGHWAY BRIDGE SPANNING A CANAL AND ADJACENT TO AC4647'WEIR AC4647'STRUCTURE S12B, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. AC4647' AC4647' AC4647'STATION RECOVERY (2002) AC4647'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP) AC4647'RECOVERED AS DESCRIBED. AC4647' AC4647' AC4647' AC4647 AC4647 STATION RECOVERY (2005) AC4647 AC4647'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AC4647'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC4738 *********************************************************************** AC4738 DESIGNATION - J 407 AC4738 PID - AC4738 AC4738 STATE/COUNTY- FL/MIAMI-DADE AC4738 USGS QUAD - COOPERTOWN (1973) AC4738 AC4738 *CURRENT SURVEY CONTROL AC4738 ___________________________________________________________________ AC4738* NAD 83(1999)- 25 45 41.43983(N) 080 30 10.91988(W) ADJUSTED AC4738* NAVD 88 - 1.953 (meters) 6.41 (feet) ADJUSTED AC4738 ___________________________________________________________________ AC4738 X - 948,366.277 (meters) COMP AC4738 Y - -5,669,057.093 (meters) COMP AC4738 Z - 2,755,280.780 (meters) COMP AC4738 LAPLACE CORR- -2.02 (seconds) DEFLEC99 AC4738 ELLIP HEIGHT- -22.65 (meters) (12/09/02) GPS OBS AC4738 GEOID HEIGHT- -24.60 (meters) GEOID03 AC4738 DYNAMIC HT - 1.950 (meters) 6.40 (feet) COMP AC4738 MODELED GRAV- 979,030.0 (mgal) NAVD 88 AC4738 AC4738 HORZ ORDER - A AC4738 VERT ORDER - FIRST CLASS II AC4738 ELLP ORDER - FOURTH CLASS I AC4738 AC4738.The horizontal coordinates were established by GPS observations AC4738.and adjusted by the National Geodetic Survey in December 2002. AC4738 AC4738.The orthometric height was determined by differential leveling AC4738.and adjusted by the National Geodetic Survey in September 1992. AC4738 AC4738.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4738 AC4738.The Laplace correction was computed from DEFLEC99 derived deflections. AC4738 AC4738.The ellipsoidal height was determined by GPS observations AC4738.and is referenced to NAD 83. AC4738 AC4738.The geoid height was determined by GEOID03. AC4738 AC4738.The dynamic height is computed by dividing the NAVD 88 AC4738.geopotential number by the normal gravity value computed on the AC4738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4738.degrees latitude (g = 980.6199 gals.). AC4738 AC4738.The modeled gravity was interpolated from observed gravity values. AC4738 AC4738; North East Units Scale Factor Converg. AC4738;SPC FL E - 158,289.095 249,852.662 MT 0.99997185 +0 12 57.6 AC4738;UTM 17 - 2,849,367.069 549,835.652 MT 0.99963067 +0 12 57.6 AC4738 AC4738! - Elev Factor x Scale Factor = Combined Factor AC4738!SPC FL E - 1.00000356 x 0.99997185 = 0.99997541 AC4738!UTM 17 - 1.00000356 x 0.99963067 = 0.99963423 AC4738 AC4738|---------------------------------------------------------------------| AC4738| PID Reference Object Distance Geod. Az | AC4738| dddmmss.s | AC4738| AJ7746 C 237 RESET 60.548 METERS 28138 | AC4738|---------------------------------------------------------------------| AC4738 AC4738 SUPERSEDED SURVEY CONTROL AC4738 AC4738 NAVD 88 (12/09/02) 1.95 (m) 6.4 (f) LEVELING 3 AC4738 NGVD 29 (09/01/92) 2.427 (m) 7.96 (f) ADJUSTED 1 2 AC4738 AC4738.Superseded values are not recommended for survey control. AC4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4738.See file dsdata.txt to determine how the superseded data were derived. AC4738 AC4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4983649367(NAD 83) AC4738_MARKER: F = FLANGE-ENCASED ROD AC4738_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC4738_SP_SET: STAINLESS STEEL ROD IN SLEEVE AC4738_STAMPING: J 407 1992 AC4738_MARK LOGO: NGS AC4738_PROJECTION: RECESSED 8 CENTIMETERS AC4738_MAGNETIC: N = NO MAGNETIC MATERIAL AC4738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4738+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 AC4738_ROD/PIPE-DEPTH: 10.5 meters AC4738_SLEEVE-DEPTH : 0.9 meters AC4738 AC4738 HISTORY - Date Condition Report By AC4738 HISTORY - 1992 MONUMENTED NGS AC4738 HISTORY - 20001202 GOOD FLDEP AC4738 HISTORY - 20011012 GOOD LDBLS AC4738 HISTORY - 20020301 GOOD MAPTEC AC4738 HISTORY - 20020529 GOOD MAPTEC AC4738 HISTORY - 20031001 GOOD FLDEP AC4738 HISTORY - 20050603 GOOD FLDEP AC4738 AC4738 STATION DESCRIPTION AC4738 AC4738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AC4738'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST AC4738'OFFICE IN WEST MIAMI, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD AC4738'AT FLOOD GATE NUMBER S 334, 65.2 M (213.9 FT) WEST OF THE CENTER OF AC4738'THE ROAD AND A BRIDGE SPANNING THE TAMIAMI CANAL, 2.0 M (6.6 FT) AC4738'WEST-SOUTHWEST OF THE MOST NORTHERLY OF 2 SUPPORT LEGS OF A SIGN AC4738'(DANGER NO SWIMMING BEYOND THIS POINT), AND 1.6 M (5.2 FT) BELOW THE AC4738'LEVEL OF THE BRIDGE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AC4738'5-INCH LOGO CAP. AC4738 AC4738 STATION RECOVERY (2000) AC4738 AC4738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AC4738'RECOVERED AS DESCRIBED. AC4738 AC4738 STATION RECOVERY (2001) AC4738 AC4738'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AC4738'THE MARK IS ABOUT 141.4 KM (87.87 MI) SOUTHEAST OF NAPLES, ABOUT 20.2 AC4738'KM (12.57 AC4738'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA AC4738'DEPARTMENT AC4738'OF TRANSPORTATION. AC4738' AC4738'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AC4738'TRAIL) AND AC4738'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AC4738'WEST ON AC4738'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AC4738'WITH STATE AC4738'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 2.1 KM (1.32 MI) TO THE AC4738'JUNCTION AC4738'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S344, GO NORTH ALONG AC4738'THE AC4738'PAVED ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S344) 0.1 KM AC4738'(0.05 MI) AC4738'TO THE JUNCTION WITH A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON AC4738'THE AC4738'ROADWAY BETWEEN CANAL AND LEVEE 0.06 KM (0.04 MI) TO THE MARK ON THE AC4738'LEFT. AC4738' AC4738'THE MARK IS 65.93 M (216.3 FT) WEST OF THE NORTH-SOUTH CENTERLINE OF A AC4738'BRIDGE AC4738'SPANNING A CANAL, 16.70 M (54.8 FT) SOUTHWEST OF A WOOD UTILITY POLE, AC4738'2.53 M AC4738'(8.3 FT) WEST OF THE SOUTH 12-INCH WOOD POST OF A DOUBLE SUPPORT SIGN AC4738'(NO AC4738'BOATING BEYOND THIS POINT), 2.50 M (8.2 FT) NORTH OF THE NORTH EDGE OF AC4738'A CANAL, AC4738'2.50 M (8.2 FT) WEST OF A CARSONITE WITNESS POST, AND 2.32 M (7.6 FT) AC4738'SOUTHWEST AC4738'OF THE NORTH 12-INCH WOOD POST OF A DOUBLE SUPPORT SIGN (NO BOATING AC4738'BEYOND THIS AC4738'POINT). THE DATUM POINT IS THE TOP OF A STAINLESS STEEL ROD RECESSED AC4738'10 CM AC4738'(0.32 FT) BELOW THE LEVEL OF THE GROUND, ABOUT THE SAME LEVEL OF THE AC4738'HIGHWAY AC4738'AND ENCASED IN A 5-INCH PVC PIPE (ACCESS COVER MISSING). AC4738' AC4738' AC4738 AC4738 STATION RECOVERY (2002) AC4738 AC4738'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT) AC4738'RECOVERED AS DESCRIBED AC4738' AC4738' AC4738 AC4738 STATION RECOVERY (2002) AC4738 AC4738'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AC4738'STATION RECOVERY (2002) AC4738'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AC4738'RECOVERED AS DESCRIBED. AC4738' AC4738' AC4738 AC4738 STATION RECOVERY (2003) AC4738 AC4738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM) AC4738'RECOVERED AS DESCRIBED. AC4738' AC4738' AC4738 AC4738 STATION RECOVERY (2005) AC4738 AC4738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AC4738'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ8362 *********************************************************************** AJ8362 DESIGNATION - J 503 AJ8362 PID - AJ8362 AJ8362 STATE/COUNTY- FL/MIAMI-DADE AJ8362 USGS QUAD - HIALEAH SW (1988) AJ8362 AJ8362 *CURRENT SURVEY CONTROL AJ8362 ___________________________________________________________________ AJ8362* NAD 83(1999)- 25 50 07.09114(N) 080 29 03.60602(W) ADJUSTED AJ8362* NAVD 88 - 2.450 (meters) 8.04 (feet) ADJUSTED AJ8362 ___________________________________________________________________ AJ8362 X - 949,628.200 (meters) COMP AJ8362 Y - -5,665,238.806 (meters) COMP AJ8362 Z - 2,762,641.181 (meters) COMP AJ8362 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AJ8362 ELLIP HEIGHT- -22.23 (meters) (12/12/02) GPS OBS AJ8362 GEOID HEIGHT- -24.68 (meters) GEOID03 AJ8362 DYNAMIC HT - 2.446 (meters) 8.02 (feet) COMP AJ8362 MODELED GRAV- 979,034.9 (mgal) NAVD 88 AJ8362 AJ8362 HORZ ORDER - FIRST AJ8362 VERT ORDER - FIRST CLASS II AJ8362 ELLP ORDER - FOURTH CLASS I AJ8362 AJ8362.The horizontal coordinates were established by GPS observations AJ8362.and adjusted by the National Geodetic Survey in December 2002. AJ8362 AJ8362.The orthometric height was determined by differential leveling AJ8362.and adjusted by the National Geodetic Survey in June 2002. AJ8362 AJ8362.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8362 AJ8362.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8362 AJ8362.The ellipsoidal height was determined by GPS observations AJ8362.and is referenced to NAD 83. AJ8362 AJ8362.The geoid height was determined by GEOID03. AJ8362 AJ8362.The dynamic height is computed by dividing the NAVD 88 AJ8362.geopotential number by the normal gravity value computed on the AJ8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8362.degrees latitude (g = 980.6199 gals.). AJ8362 AJ8362.The modeled gravity was interpolated from observed gravity values. AJ8362 AJ8362; North East Units Scale Factor Converg. AJ8362;SPC FL E - 166,471.069 251,696.371 MT 0.99997416 +0 13 29.0 AJ8362;UTM 17 - 2,857,546.251 551,678.733 MT 0.99963298 +0 13 29.0 AJ8362 AJ8362! - Elev Factor x Scale Factor = Combined Factor AJ8362!SPC FL E - 1.00000349 x 0.99997416 = 0.99997765 AJ8362!UTM 17 - 1.00000349 x 0.99963298 = 0.99963647 AJ8362 AJ8362 SUPERSEDED SURVEY CONTROL AJ8362 AJ8362 NAVD 88 (12/12/02) 2.45 (m) 8.0 (f) LEVELING 3 AJ8362 AJ8362.Superseded values are not recommended for survey control. AJ8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8362.See file dsdata.txt to determine how the superseded data were derived. AJ8362 AJ8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5167957546(NAD 83) AJ8362_MARKER: F = FLANGE-ENCASED ROD AJ8362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ8362_STAMPING: J 503 2000 AJ8362_MARK LOGO: NGS AJ8362_PROJECTION: FLUSH AJ8362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8362+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 AJ8362_ROD/PIPE-DEPTH: 3.6 meters AJ8362 AJ8362 HISTORY - Date Condition Report By AJ8362 HISTORY - 2000 MONUMENTED FLDEP AJ8362 HISTORY - 20020527 GOOD MAPTEC AJ8362 HISTORY - 20050603 GOOD FLDEP AJ8362 AJ8362 STATION DESCRIPTION AJ8362 AJ8362'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8362'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHWEST OF HIALEAH, 25.0 MI AJ8362'(40.2 KM) NORTH-NORTHWEST OF MIAMI, 25.0 MI (40.2 KM) NORTH OF AJ8362'HOMESTEAD, IN SECTION 13, TOWNSHIP 53 SOUTH, RANGE 38 EAST. TO REACH AJ8362'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND AJ8362'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON AJ8362'U.S. HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD AJ8362'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST 0.8 MI AJ8362'(1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL C-6 AND AJ8362'THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN RIGHT ON THE LIME AJ8362'ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A LEVEE (NO AJ8362'30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) AJ8362'TO A LOCKED GATE, CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 5.0 MI (8.0 AJ8362'KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.05 MI AJ8362'(0.08 KM) TO THE JUNCTION OF AN ACCESS ROAD TO STATE ROAD 997 ON THE AJ8362'LEFT, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.05 MI (0.08 KM) TO A AJ8362'LOCKED GATE, CONTINUE SOUTH ON THE LEVEE ROAD FOR 3.2 MI (5.1 KM) TO A AJ8362'TURNOUT ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD AJ8362'DRIVEN TO REFUSAL AT A DEPTH OF 11.7 FT (3.6 M) WITH A NGS LOGO CAP AJ8362'FLUSH WITH THE GROUND AND 12.O FT BELOW THE TOP OF THE LEVEE ROAD, THE AJ8362'DATUM POINT IS RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE NGS LOGO AJ8362'CAP. LOCATED 110.0 FT (33.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF AJ8362'THE TURNOUT, 35.2 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF AJ8362'THE LEVEE ROAD AND 0.8 FT (24.4 CM) WEST OF A CARSONITE WITNESS POST. AJ8362'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 2195 AJ8362'NORTHEAST 8TH STREET HOMESTEAD, FL 33033, PHONE NUMBER 305-242-5955. AJ8362'NOTE A BAR MAGNET WAS PLACED INSIDE THE NGS LOGO CAP. AJ8362 AJ8362 STATION RECOVERY (2002) AJ8362 AJ8362'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ8362'STATION RECOVERY (2002) AJ8362'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AJ8362'RECOVERED AS DESCRIBED. AJ8362' AJ8362' AJ8362' AJ8362 AJ8362 STATION RECOVERY (2005) AJ8362 AJ8362'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AJ8362'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC0511 *********************************************************************** AC0511 DESIGNATION - N 237 AC0511 PID - AC0511 AC0511 STATE/COUNTY- FL/MIAMI-DADE AC0511 USGS QUAD - LONG ISLAND (1973) AC0511 AC0511 *CURRENT SURVEY CONTROL AC0511 ___________________________________________________________________ AC0511* NAD 83(1999)- 25 45 43.47147(N) 080 41 35.16839(W) ADJUSTED AC0511* NAVD 88 - 3.465 (meters) 11.37 (feet) ADJUSTED AC0511 ___________________________________________________________________ AC0511 X - 929,550.827 (meters) COMP AC0511 Y - -5,672,146.732 (meters) COMP AC0511 Z - 2,755,337.873 (meters) COMP AC0511 LAPLACE CORR- -1.54 (seconds) DEFLEC99 AC0511 ELLIP HEIGHT- -20.84 (meters) (12/09/02) GPS OBS AC0511 GEOID HEIGHT- -24.29 (meters) GEOID03 AC0511 DYNAMIC HT - 3.459 (meters) 11.35 (feet) COMP AC0511 MODELED GRAV- 979,028.4 (mgal) NAVD 88 AC0511 AC0511 HORZ ORDER - A AC0511 VERT ORDER - FIRST CLASS II AC0511 ELLP ORDER - FOURTH CLASS I AC0511 AC0511.The horizontal coordinates were established by GPS observations AC0511.and adjusted by the National Geodetic Survey in December 2002. AC0511 AC0511.The orthometric height was determined by differential leveling AC0511.and adjusted by the National Geodetic Survey in March 2002. AC0511.WARNING-Repeat measurements at this control monument indicate possible AC0511.vertical movement. AC0511 AC0511.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC0511 AC0511.The Laplace correction was computed from DEFLEC99 derived deflections. AC0511 AC0511.The ellipsoidal height was determined by GPS observations AC0511.and is referenced to NAD 83. AC0511 AC0511.The geoid height was determined by GEOID03. AC0511 AC0511.The dynamic height is computed by dividing the NAVD 88 AC0511.geopotential number by the normal gravity value computed on the AC0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC0511.degrees latitude (g = 980.6199 gals.). AC0511 AC0511.The modeled gravity was interpolated from observed gravity values. AC0511 AC0511; North East Units Scale Factor Converg. AC0511;SPC FL E - 158,293.478 230,785.803 MT 0.99995287 +0 08 00.2 AC0511;UTM 17 - 2,849,371.451 530,775.299 MT 0.99961169 +0 08 00.2 AC0511 AC0511! - Elev Factor x Scale Factor = Combined Factor AC0511!SPC FL E - 1.00000327 x 0.99995287 = 0.99995614 AC0511!UTM 17 - 1.00000327 x 0.99961169 = 0.99961496 AC0511 AC0511 SUPERSEDED SURVEY CONTROL AC0511 AC0511 NAD 83(1999)- 25 45 43.46791(N) 080 41 35.17364(W) AD( ) B AC0511 ELLIP H (05/31/01) -20.81 (m) GP( ) 5 1 AC0511 NAD 83(1990)- 25 45 43.46685(N) 080 41 35.17195(W) AD( ) B AC0511 ELLIP H (06/02/94) -20.83 (m) GP( ) 3 1 AC0511 NAVD 88 (09/04/92) 3.492 (m) 11.46 (f) UNKNOWN 1 1 AC0511 NAVD 88 (06/15/91) 3.542 (m) 11.62 (f) UNKNOWN 1 1 AC0511 NGVD 29 (09/01/92) 3.954 (m) 12.97 (f) ADJUSTED 1 1 AC0511 AC0511.Superseded values are not recommended for survey control. AC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0511.See file dsdata.txt to determine how the superseded data were derived. AC0511 AC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3077549371(NAD 83) AC0511_MARKER: DB = BENCH MARK DISK AC0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC0511_SP_SET: CONCRETE POST AC0511_STAMPING: N 237 1965 AC0511_MARK LOGO: CGS AC0511_PROJECTION: RECESSED 8 CENTIMETERS AC0511_MAGNETIC: N = NO MAGNETIC MATERIAL AC0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC0511+STABILITY: SURFACE MOTION AC0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC0511+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 AC0511 AC0511 HISTORY - Date Condition Report By AC0511 HISTORY - 1965 MONUMENTED CGS AC0511 HISTORY - 19920219 GOOD NGS AC0511 HISTORY - 19930304 GOOD NGS AC0511 HISTORY - 20011010 GOOD LDBLS AC0511 HISTORY - 2002 GOOD MAPTEC AC0511 HISTORY - 20020301 GOOD MAPTEC AC0511 HISTORY - 20031001 GOOD FLDEP AC0511 HISTORY - 20050603 GOOD FLDEP AC0511 AC0511 STATION DESCRIPTION AC0511 AC0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AC0511'23.4 MI W FROM WEST MIAMI. AC0511'ABOUT 23.4 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI AC0511'STATION POST OFFICE AT WEST MIAMI, 0.7 MILE WEST OF FLOOD CONTROL AC0511'SPILLWAY NO. S 12 D, ALSO 0.7 MILE WEST OF THE JUNCTION OF A AC0511'GRAVELED ROAD LEADING SOUTH TO THE OLD HIGHWAY, 32 1/2 FEET NORTH AC0511'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST OF A METAL WITNESS AC0511'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.4 FEET WEST OF A AC0511'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET AC0511'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE AC0511'LEVEL OF THE GROUND. AC0511 AC0511 STATION RECOVERY (1992) AC0511 AC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AC0511'39.1 KM (24.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST AC0511'OFFICE IN WEST MIAMI, 9.9 M (32.5 FT) NORTH OF THE CENTERLINE OF THE AC0511'HIGHWAY, 7.3 M (24.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) AC0511'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE AC0511'GROUND SURFACE. AC0511 AC0511 STATION RECOVERY (1993) AC0511 AC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AC0511'THE STATION IS LOCATED ABOUT 40.2 KM (24.95 MI) WEST OF MIAMI, 27.35 AC0511'KM (17.00 MI) EAST OF TAMIAMI RANGER STATION AND ALONG THE NORTH SIDE AC0511'OF U.S. HIGHWAY 41. OWNERSHIP--HIGHWAY RIGHT OF WAY. AC0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE AC0511'PALMETTO EXPRESSWAY (STATE ROAD 826) JUST WEST OF MIAMI, GO WEST ON AC0511'U.S. HIGHWAY 41 FOR 16.40 KM (10.20 MI) TO THE JUNCTION OF STATE AC0511'HIGHWAY 997. CONTINUE AHEAD WEST ON U.S. HIGHWAY 41 FOR 14.64 KM AC0511'(9.10 MI) TO EVERGLADES SAFARI PARK ON THE LEFT. CONTINUE AHEAD WEST AC0511'5.8 KM (3.60 MI) ON U.S. HIGHWAY 41 TO SPILLWAY NUMBER S-12D. AC0511'CONTINUE AHEAD WEST ON U.S. HIGHWAY 41 FOR 1.12 KM (0.70 MI) TO THE AC0511'STATION ON THE RIGHT. AC0511'LOCATED 10.9 M (35.8 FT) SOUTH OF THE SOUTH EDGE OF CANAL ON THE NORTH AC0511'SIDE OF U.S. HIGHWAY 41, 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF AC0511'U.S. HIGHWAY 41, AND 7.3 M (24.0 FT) SOUTH OF A CARSONITE WITNESS AC0511'POST. AC0511 AC0511 STATION RECOVERY (2001) AC0511 AC0511'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AC0511'THE MARK IS ABOUT 122.4 KM (76.03 MI) SOUTHEAST OF NAPLES, ABOUT 39.3 AC0511'KM (24.41 AC0511'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA AC0511'DEPARTMENT AC0511'OF TRANSPORTATION. AC0511' AC0511'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AC0511'TRAIL) AND AC0511'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AC0511'WEST ON AC0511'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AC0511'WITH STATE AC0511'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 20.1 KM (12.48 MI) TO AC0511'CONCRETE WEIR AC0511'STRUCTURE S12D, CONTINUE WEST ON U.S. HIGHWAY 41 1.1 KM (0.70 MI) TO AC0511'THE MARK AC0511'ON THE RIGHT. AC0511' AC0511'THE MARK IS 15.85 M (52.0 FT) EAST OF (PARELLEL WITH AND ACROSS THE AC0511'HIGHWAY AC0511'FROM) ATT UNDERGROUND FIBER OPTIC WARNING SIGN NUMBER 1170, 10.21 M AC0511'(33.5 FT) AC0511'SOUTH OF THE SOUTH EDGE OF A CANAL, 10.06 M (33.0 FT) NORTH OF THE AC0511'CENTERLINE AC0511'OF THE HIGHWAY, AND 9.08 M (29.8 FT) SOUTH OF A CARSONITE WITNESS AC0511'POST. THE AC0511'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 8 AC0511'CM (25 AC0511'FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.91 M (3.0 FT) BELOW THE AC0511'HIGHWAY. AC0511' AC0511' AC0511 AC0511 STATION RECOVERY (2002) AC0511 AC0511'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AC0511'THE MARK IS ABOUT 122.4 KM (76.03 MI) SOUTHEAST OF NAPLES, ABOUT 39.3 AC0511'KM (24.41 AC0511'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA AC0511'DEPARTMENT AC0511'OF TRANSPORTATION. AC0511' AC0511'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AC0511'TRAIL) AND AC0511'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO AC0511'WEST ON AC0511'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION AC0511'WITH STATE AC0511'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 20.1 KM (12.48 MI) TO AC0511'CONCRETE WEIR AC0511'STRUCTURE S12D, CONTINUE WEST ON U.S. HIGHWAY 41 1.1 KM (0.70 MI) TO AC0511'THE MARK AC0511'ON THE RIGHT. AC0511' AC0511'THE MARK IS 15.85 M (52.0 FT) EAST OF (PARELLEL WITH AND ACROSS THE AC0511'HIGHWAY AC0511'FROM) ATT UNDERGROUND FIBER OPTIC WARNING SIGN NUMBER 1170, 10.21 M AC0511'(33.5 FT) AC0511'SOUTH OF THE SOUTH EDGE OF A CANAL, 10.06 M (33.0 FT) NORTH OF THE AC0511'CENTERLINE AC0511'OF THE HIGHWAY, AND 9.08 M (29.8 FT) SOUTH OF A CARSONITE WITNESS AC0511'POST. THE AC0511'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 8 AC0511'CM (25 AC0511'FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.91 M (3.0 FT) BELOW THE AC0511'HIGHWAY. AC0511' AC0511'STATION RECOVERY (2002) AC0511'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP) AC0511'RECOVERED AS DESCRIBED. AC0511' AC0511' AC0511 AC0511 STATION RECOVERY (2002) AC0511 AC0511'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT) AC0511'RECOVERED AS DESCRIBED AC0511' AC0511' AC0511 AC0511 STATION RECOVERY (2003) AC0511 AC0511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (PBM) AC0511'RECOVERED AS DESCRIBED. AC0511' AC0511' AC0511 AC0511 STATION RECOVERY (2005) AC0511 AC0511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AC0511'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6819 *********************************************************************** DH6819 HT_MOD - This is a Height Modernization Survey Station. DH6819 DESIGNATION - WCA3 12 DH6819 PID - DH6819 DH6819 STATE/COUNTY- FL/MIAMI-DADE DH6819 USGS QUAD - CUSTARD APPLE HAMMOC (1973) DH6819 DH6819 *CURRENT SURVEY CONTROL DH6819 ___________________________________________________________________ DH6819* NAD 83(1999)- 25 57 02.26354(N) 080 41 27.46044(W) ADJUSTED DH6819* NAVD 88 - 2.50 (meters) 8.2 (feet) GPS OBS DH6819 ___________________________________________________________________ DH6819 X - 928,288.993 (meters) COMP DH6819 Y - -5,663,120.941 (meters) COMP DH6819 Z - 2,774,135.142 (meters) COMP DH6819 LAPLACE CORR- -0.89 (seconds) DEFLEC99 DH6819 ELLIP HEIGHT- -21.98 (meters) (09/12/05) GPS OBS DH6819 GEOID HEIGHT- -24.48 (meters) GEOID03 DH6819 DH6819 HORZ ORDER - FIRST DH6819 ELLP ORDER - THIRD CLASS I DH6819 DH6819.The horizontal coordinates were established by GPS observations DH6819.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6819 DH6819.The orthometric height was determined by GPS observations and a DH6819.high-resolution geoid model using precise GPS observation and DH6819.processing techniques. DH6819 DH6819.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6819 DH6819.The Laplace correction was computed from DEFLEC99 derived deflections. DH6819 DH6819.The ellipsoidal height was determined by GPS observations DH6819.and is referenced to NAD 83. DH6819 DH6819.The geoid height was determined by GEOID03. DH6819 DH6819; North East Units Scale Factor Converg. DH6819;SPC FL E - 179,181.974 230,951.449 MT 0.99995300 +0 08 06.8 DH6819;UTM 17 - 2,870,252.820 530,940.889 MT 0.99961182 +0 08 06.8 DH6819 DH6819! - Elev Factor x Scale Factor = Combined Factor DH6819!SPC FL E - 1.00000345 x 0.99995300 = 0.99995645 DH6819!UTM 17 - 1.00000345 x 0.99961182 = 0.99961527 DH6819 DH6819 SUPERSEDED SURVEY CONTROL DH6819 DH6819.No superseded survey control is available for this station. DH6819 DH6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3094170253(NAD 83) DH6819_MARKER: F = FLANGE-ENCASED ROD DH6819_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6819+WITH SETTING: INFORMATION. DH6819_STAMPING: WCA3-12 2005 DH6819_MARK LOGO: NGS DH6819_PROJECTION: PROJECTING 46 CENTIMETERS DH6819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6819+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6819_ROD/PIPE-DEPTH: 1.8 meters DH6819 DH6819 HISTORY - Date Condition Report By DH6819 HISTORY - 20050301 MONUMENTED FLDEP DH6819 DH6819 STATION DESCRIPTION DH6819 DH6819'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6819'THE MARK IS ABOUT 34.5 MI WSW OF THE FORT LAUDERDALE-HOLLYWOOD DH6819'INTERNATIONAL AIRPORT, 28.3 MI NORTHWEST OF THE MIAMI INTERNATIONAL DH6819'AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, TOWNSHIP OR DH6819'RANGE GIVEN. DH6819' DH6819'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6819'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6819'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6819'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6819'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6819'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6819'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6819'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6819'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6819'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 13.25 MI NORTH OF THE DH6819'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6819'25 57 02.26354, WEST 080 41 27.46044), A STAINLESS STEEL ROD WAS DH6819'DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS LOGO CAP THAT DH6819'PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.1 DH6819'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6819'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6819'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6819'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6819'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6819'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6819'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6819'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6819'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6819'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6819'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6819'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6819'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6819'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6819'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6819'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6819'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6819'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6819'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6819'IS LOCATED APPROXIMATELY 13.8 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6819'LINE. DH6819' DH6819'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6819' DH6819'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6819'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6819' DH6819'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGO LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6820 *********************************************************************** DH6820 HT_MOD - This is a Height Modernization Survey Station. DH6820 DESIGNATION - WCA3 13 DH6820 PID - DH6820 DH6820 STATE/COUNTY- FL/MIAMI-DADE DH6820 USGS QUAD - WEST OF PENNSUCO (1973) DH6820 DH6820 *CURRENT SURVEY CONTROL DH6820 ___________________________________________________________________ DH6820* NAD 83(1999)- 25 55 24.03405(N) 080 32 20.79123(W) ADJUSTED DH6820* NAVD 88 - 1.93 (meters) 6.3 (feet) GPS OBS DH6820 ___________________________________________________________________ DH6820 X - 943,512.063 (meters) COMP DH6820 Y - -5,661,944.335 (meters) COMP DH6820 Z - 2,771,416.388 (meters) COMP DH6820 LAPLACE CORR- -1.63 (seconds) DEFLEC99 DH6820 ELLIP HEIGHT- -22.70 (meters) (09/12/05) GPS OBS DH6820 GEOID HEIGHT- -24.64 (meters) GEOID03 DH6820 DH6820 HORZ ORDER - FIRST DH6820 ELLP ORDER - THIRD CLASS I DH6820 DH6820.The horizontal coordinates were established by GPS observations DH6820.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6820 DH6820.The orthometric height was determined by GPS observations and a DH6820.high-resolution geoid model using precise GPS observation and DH6820.processing techniques. DH6820 DH6820.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6820 DH6820.The Laplace correction was computed from DEFLEC99 derived deflections. DH6820 DH6820.The ellipsoidal height was determined by GPS observations DH6820.and is referenced to NAD 83. DH6820 DH6820.The geoid height was determined by GEOID03. DH6820 DH6820; North East Units Scale Factor Converg. DH6820;SPC FL E - 176,203.877 246,170.886 MT 0.99996749 +0 12 05.4 DH6820;UTM 17 - 2,867,275.739 546,155.133 MT 0.99962630 +0 12 05.4 DH6820 DH6820! - Elev Factor x Scale Factor = Combined Factor DH6820!SPC FL E - 1.00000357 x 0.99996749 = 0.99997106 DH6820!UTM 17 - 1.00000357 x 0.99962630 = 0.99962987 DH6820 DH6820 SUPERSEDED SURVEY CONTROL DH6820 DH6820.No superseded survey control is available for this station. DH6820 DH6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4615567276(NAD 83) DH6820_MARKER: F = FLANGE-ENCASED ROD DH6820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6820+WITH SETTING: INFORMATION. DH6820_STAMPING: WCA3-13 2005 DH6820_MARK LOGO: NGS DH6820_PROJECTION: PROJECTING 46 CENTIMETERS DH6820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6820+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6820_ROD/PIPE-DEPTH: 2.1 meters DH6820 DH6820 HISTORY - Date Condition Report By DH6820 HISTORY - 20050301 MONUMENTED FLDEP DH6820 DH6820 STATION DESCRIPTION DH6820 DH6820'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6820'THE MARK IS ABOUT 26.1 MI SOUTHWEST OF THE FORT LAUDERDALE-HOLLYWOOD DH6820'INTERNATIONAL AIRPORT, 19.2 MI NORTHWEST OF THE MIAMI INTERNATIONAL DH6820'AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, TOWNSHIP OR DH6820'RANGE GIVEN. DH6820' DH6820'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6820'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6820'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6820'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6820'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6820'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6820'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6820'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6820'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 11.4 MI DH6820'NORTH OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE DH6820'MARK IS NORTH 25 55 24.03405, WEST 080 32 20.79123), A STAINLESS DH6820'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 7.0 FT, WITH AN NGS DH6820'LOGO CAP THAT PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6820'IS RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6820'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6820'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6820' DH6820'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6820' DH6820'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6820'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6820' DH6820'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6821 *********************************************************************** DH6821 HT_MOD - This is a Height Modernization Survey Station. DH6821 DESIGNATION - WCA3 14 DH6821 PID - DH6821 DH6821 STATE/COUNTY- FL/MIAMI-DADE DH6821 USGS QUAD - CUSTARD APPLE HAMMOC (1973) DH6821 DH6821 *CURRENT SURVEY CONTROL DH6821 ___________________________________________________________________ DH6821* NAD 83(1999)- 25 54 22.78606(N) 080 43 46.69194(W) ADJUSTED DH6821* NAVD 88 - 2.49 (meters) 8.2 (feet) GPS OBS DH6821 ___________________________________________________________________ DH6821 X - 924,811.799 (meters) COMP DH6821 Y - -5,665,864.190 (meters) COMP DH6821 Z - 2,769,721.412 (meters) COMP DH6821 LAPLACE CORR- -0.82 (seconds) DEFLEC99 DH6821 ELLIP HEIGHT- -21.93 (meters) (09/12/05) GPS OBS DH6821 GEOID HEIGHT- -24.41 (meters) GEOID03 DH6821 DH6821 HORZ ORDER - FIRST DH6821 ELLP ORDER - THIRD CLASS I DH6821 DH6821.The horizontal coordinates were established by GPS observations DH6821.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6821 DH6821.The orthometric height was determined by GPS observations and a DH6821.high-resolution geoid model using precise GPS observation and DH6821.processing techniques. DH6821 DH6821.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6821 DH6821.The Laplace correction was computed from DEFLEC99 derived deflections. DH6821 DH6821.The ellipsoidal height was determined by GPS observations DH6821.and is referenced to NAD 83. DH6821 DH6821.The geoid height was determined by GEOID03. DH6821 DH6821; North East Units Scale Factor Converg. DH6821;SPC FL E - 174,265.876 227,088.060 MT 0.99995023 +0 07 05.2 DH6821;UTM 17 - 2,865,338.399 527,078.818 MT 0.99960905 +0 07 05.2 DH6821 DH6821! - Elev Factor x Scale Factor = Combined Factor DH6821!SPC FL E - 1.00000345 x 0.99995023 = 0.99995368 DH6821!UTM 17 - 1.00000345 x 0.99960905 = 0.99961249 DH6821 DH6821 SUPERSEDED SURVEY CONTROL DH6821 DH6821.No superseded survey control is available for this station. DH6821 DH6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2707965338(NAD 83) DH6821_MARKER: F = FLANGE-ENCASED ROD DH6821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6821+WITH SETTING: INFORMATION. DH6821_STAMPING: WCA3-14 2005 DH6821_MARK LOGO: NGS DH6821_PROJECTION: PROJECTING 51 CENTIMETERS DH6821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6821+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6821_ROD/PIPE-DEPTH: 1.8 meters DH6821 DH6821 HISTORY - Date Condition Report By DH6821 HISTORY - 20050301 MONUMENTED FLDEP DH6821 DH6821 STATION DESCRIPTION DH6821 DH6821'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6821'THE MARK IS ABOUT 37.6 MI WSW OF THE FORT LAUDERDALE-HOLLYWOOD DH6821'INTERNATIONAL AIRPORT, 28.9 MI WNW OF THE MIAMI INTERNATIONAL DH6821'AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, TOWNSHIP OR DH6821'RANGE GIVEN. DH6821' DH6821'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6821'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6821'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6821'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6821'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6821'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6821'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6821'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6821'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6821'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 9.95 MI NORTH OF THE DH6821'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6821'25 54 22.78606, WEST 080 43 46.69794), A STAINLESS STEEL ROD WAS DH6821'DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS LOGO CAP THAT DH6821'PROJECTS 1.8 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6821'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6821'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6821'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6821'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6821'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6821'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6821'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6821'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6821'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6821'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6821'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6821'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6821'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6821'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6821'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6821'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6821'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6821'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6821'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6821'IS LOCATED APPROXIMATELY 17.8 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6821'LINE. DH6821' DH6821'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6821' DH6821'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6821'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6821' DH6821'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6822 *********************************************************************** DH6822 HT_MOD - This is a Height Modernization Survey Station. DH6822 DESIGNATION - WCA3 15 DH6822 PID - DH6822 DH6822 STATE/COUNTY- FL/MIAMI-DADE DH6822 USGS QUAD - PENNSUCO (1988) DH6822 DH6822 *CURRENT SURVEY CONTROL DH6822 ___________________________________________________________________ DH6822* NAD 83(1999)- 25 54 06.77373(N) 080 29 33.14752(W) ADJUSTED DH6822* NAVD 88 - 1.74 (meters) 5.7 (feet) GPS OBS DH6822 ___________________________________________________________________ DH6822 X - 948,285.132 (meters) COMP DH6822 Y - -5,662,200.127 (meters) COMP DH6822 Z - 2,769,277.709 (meters) COMP DH6822 LAPLACE CORR- -1.80 (seconds) DEFLEC99 DH6822 ELLIP HEIGHT- -22.96 (meters) (09/12/05) GPS OBS DH6822 GEOID HEIGHT- -24.71 (meters) GEOID03 DH6822 DH6822 HORZ ORDER - FIRST DH6822 ELLP ORDER - THIRD CLASS I DH6822 DH6822.The horizontal coordinates were established by GPS observations DH6822.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6822 DH6822.The orthometric height was determined by GPS observations and a DH6822.high-resolution geoid model using precise GPS observation and DH6822.processing techniques. DH6822 DH6822.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6822 DH6822.The Laplace correction was computed from DEFLEC99 derived deflections. DH6822 DH6822.The ellipsoidal height was determined by GPS observations DH6822.and is referenced to NAD 83. DH6822 DH6822.The geoid height was determined by GEOID03. DH6822 DH6822; North East Units Scale Factor Converg. DH6822;SPC FL E - 173,843.579 250,845.191 MT 0.99997309 +0 13 18.0 DH6822;UTM 17 - 2,864,916.246 550,827.843 MT 0.99963190 +0 13 18.0 DH6822 DH6822! - Elev Factor x Scale Factor = Combined Factor DH6822!SPC FL E - 1.00000361 x 0.99997309 = 0.99997670 DH6822!UTM 17 - 1.00000361 x 0.99963190 = 0.99963551 DH6822 DH6822 SUPERSEDED SURVEY CONTROL DH6822 DH6822.No superseded survey control is available for this station. DH6822 DH6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5082864916(NAD 83) DH6822_MARKER: F = FLANGE-ENCASED ROD DH6822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6822+WITH SETTING: INFORMATION. DH6822_STAMPING: WCA3-15 2005 DH6822_MARK LOGO: NGS DH6822_PROJECTION: PROJECTING 46 CENTIMETERS DH6822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6822+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6822_ROD/PIPE-DEPTH: 1.8 meters DH6822 DH6822 HISTORY - Date Condition Report By DH6822 HISTORY - 20050301 MONUMENTED FLDEP DH6822 DH6822 STATION DESCRIPTION DH6822 DH6822'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6822'THE MARK IS ABOUT 24.2 MI SOUTHWEST OF THE FORT LAUDERDALE-HOLLYWOOD DH6822'INTERNATIONAL AIRPORT, 16.0 MI NORTHWEST OF THE MIAMI INTERNATIONAL DH6822'AIRPORT, ESTIMATED SECTION 24, TOWNSHIP 52 SOUTH, RANGE 38 EAST. DH6822' DH6822'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6822'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6822'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6822'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6822'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6822'ROAD AND GO NORTH FOR 0.05 MI CROSSING A CANAL TO WATER CONTROL DH6822'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6822'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6822'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 9.7 MI DH6822'NORTH OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE DH6822'MARK IS NORTH 25 54 06.77373, WEST 080 29 33.14752), A STAINLESS DH6822'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT WITH AN NGS LOGO DH6822'CAP THAT PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS DH6822'RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED DH6822'WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE DH6822'OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6822' DH6822'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6822' DH6822'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6822'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6822' DH6822'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6823 *********************************************************************** DH6823 HT_MOD - This is a Height Modernization Survey Station. DH6823 DESIGNATION - WCA3 16 DH6823 PID - DH6823 DH6823 STATE/COUNTY- FL/MIAMI-DADE DH6823 USGS QUAD - NORTH OF FORTYMILE B (1995) DH6823 DH6823 *CURRENT SURVEY CONTROL DH6823 ___________________________________________________________________ DH6823* NAD 83(1999)- 25 53 15.44034(N) 080 49 10.55824(W) ADJUSTED DH6823* NAVD 88 - 2.47 (meters) 8.1 (feet) GPS OBS DH6823 ___________________________________________________________________ DH6823 X - 916,058.838 (meters) COMP DH6823 Y - -5,668,202.916 (meters) COMP DH6823 Z - 2,767,857.061 (meters) COMP DH6823 LAPLACE CORR- -0.64 (seconds) DEFLEC99 DH6823 ELLIP HEIGHT- -21.88 (meters) (09/12/05) GPS OBS DH6823 GEOID HEIGHT- -24.35 (meters) GEOID03 DH6823 DH6823 HORZ ORDER - FIRST DH6823 ELLP ORDER - THIRD CLASS I DH6823 DH6823.The horizontal coordinates were established by GPS observations DH6823.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6823 DH6823.The orthometric height was determined by GPS observations and a DH6823.high-resolution geoid model using precise GPS observation and DH6823.processing techniques. DH6823 DH6823.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6823 DH6823.The Laplace correction was computed from DEFLEC99 derived deflections. DH6823 DH6823.The ellipsoidal height was determined by GPS observations DH6823.and is referenced to NAD 83. DH6823 DH6823.The geoid height was determined by GEOID03. DH6823 DH6823; North East Units Scale Factor Converg. DH6823;SPC FL E - 172,178.003 218,077.389 MT 0.99994521 +0 04 43.6 DH6823;UTM 17 - 2,863,251.239 518,071.221 MT 0.99960403 +0 04 43.6 DH6823 DH6823! - Elev Factor x Scale Factor = Combined Factor DH6823!SPC FL E - 1.00000344 x 0.99994521 = 0.99994865 DH6823!UTM 17 - 1.00000344 x 0.99960403 = 0.99960747 DH6823 DH6823 SUPERSEDED SURVEY CONTROL DH6823 DH6823.No superseded survey control is available for this station. DH6823 DH6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1807163251(NAD 83) DH6823_MARKER: F = FLANGE-ENCASED ROD DH6823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6823+WITH SETTING: INFORMATION. DH6823_STAMPING: WCA3-16 2005 DH6823_MARK LOGO: NGS DH6823_PROJECTION: PROJECTING 46 CENTIMETERS DH6823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6823+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6823_ROD/PIPE-DEPTH: 0.9 meters DH6823 DH6823 HISTORY - Date Condition Report By DH6823 HISTORY - 20050301 MONUMENTED FLDEP DH6823 DH6823 STATION DESCRIPTION DH6823 DH6823'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6823'THE MARK IS ABOUT 43.3 MI OF WSW OF THE FORT LAUDERDALE-HOLLYWOOD DH6823'INTERNATIONAL AIRPORT, 34.9 MI WNW OF THE MIAMI INTERNATIONAL DH6823'AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, TOWNSHIP OR DH6823'RANGE GIVEN. DH6823' DH6823'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6823'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6823'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6823'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6823'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6823'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6823'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6823'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6823'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6823'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 10.3 MI NORTHWEST OF THE DH6823'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6823'25 53 15.44034, WEST 080 49 10.55824), A STAINLESS STEEL ROD WAS DH6823'DRIVEN TO REFUSAL TO A DEPTH OF 3.0 FT, WITH AN NGS LOGO CAP THAT DH6823'PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6823'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6823'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6823'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6823'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6823'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6823'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6823'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6823'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6823'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6823'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6823'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6823'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6823'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6823'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6823'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6823'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6823'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6823'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6823'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6823'IS LOCATED APPROXIMATELY 21.1 MI SOUTHWEST OF THE BOAT RAMP IN A DH6823'STRAIGHT LINE. DH6823' DH6823'LOCATED 1.0 FT NORTHEAST OF A NGS WITNESS POST. DH6823' DH6823'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6823'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6823' DH6823'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6824 *********************************************************************** DH6824 HT_MOD - This is a Height Modernization Survey Station. DH6824 DESIGNATION - WCA3 17 DH6824 PID - DH6824 DH6824 STATE/COUNTY- FL/MIAMI-DADE DH6824 USGS QUAD - CUSTARD APPLE HAMMOC (1973) DH6824 DH6824 *CURRENT SURVEY CONTROL DH6824 ___________________________________________________________________ DH6824* NAD 83(1999)- 25 52 59.02067(N) 080 40 14.34800(W) ADJUSTED DH6824* NAVD 88 - 2.42 (meters) 7.9 (feet) GPS OBS DH6824 ___________________________________________________________________ DH6824 X - 930,826.643 (meters) COMP DH6824 Y - -5,666,019.916 (meters) COMP DH6824 Z - 2,767,402.400 (meters) COMP DH6824 LAPLACE CORR- -1.12 (seconds) DEFLEC99 DH6824 ELLIP HEIGHT- -22.02 (meters) (09/12/05) GPS OBS DH6824 GEOID HEIGHT- -24.44 (meters) GEOID03 DH6824 DH6824 HORZ ORDER - FIRST DH6824 ELLP ORDER - THIRD CLASS I DH6824 DH6824.The horizontal coordinates were established by GPS observations DH6824.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6824 DH6824.The orthometric height was determined by GPS observations and a DH6824.high-resolution geoid model using precise GPS observation and DH6824.processing techniques. DH6824 DH6824.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6824 DH6824.The Laplace correction was computed from DEFLEC99 derived deflections. DH6824 DH6824.The ellipsoidal height was determined by GPS observations DH6824.and is referenced to NAD 83. DH6824 DH6824.The geoid height was determined by GEOID03. DH6824 DH6824; North East Units Scale Factor Converg. DH6824;SPC FL E - 171,701.719 233,004.296 MT 0.99995462 +0 08 37.6 DH6824;UTM 17 - 2,862,775.116 532,993.035 MT 0.99961344 +0 08 37.6 DH6824 DH6824! - Elev Factor x Scale Factor = Combined Factor DH6824!SPC FL E - 1.00000346 x 0.99995462 = 0.99995808 DH6824!UTM 17 - 1.00000346 x 0.99961344 = 0.99961690 DH6824 DH6824 SUPERSEDED SURVEY CONTROL DH6824 DH6824.No superseded survey control is available for this station. DH6824 DH6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3299362775(NAD 83) DH6824_MARKER: F = FLANGE-ENCASED ROD DH6824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6824+WITH SETTING: INFORMATION. DH6824_STAMPING: WCA3-17 2005 DH6824_MARK LOGO: NGS DH6824_PROJECTION: PROJECTING 43 CENTIMETERS DH6824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6824+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6824_ROD/PIPE-DEPTH: 2.7 meters DH6824 DH6824 HISTORY - Date Condition Report By DH6824 HISTORY - 20050301 MONUMENTED FLDEP DH6824 DH6824 STATION DESCRIPTION DH6824 DH6824'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6824'THE MARK IS ABOUT 34.8 MI OF SOUTHWEST OF THE FORT DH6824'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 25.8 MI WNW OF THE MIAMI DH6824'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6824'TOWNSHIP OR RANGE GIVEN. DH6824' DH6824'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6824'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6824'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6824'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6824'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6824'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6824'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6824'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6824'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6824'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 2.6 MI NORTHEAST OF THE DH6824'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6824'25 52 59.02067, WEST 080 40 14.34800), A STAINLESS STEEL ROD WAS DH6824'DRIVEN TO REFUSAL TO A DEPTH OF 10.0 FT, WITH AN NGS LOGO CAP THAT DH6824'PROJECTS 1.4 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6824'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6824'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6824'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6824'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6824'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6824'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6824'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6824'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6824'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6824'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6824'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6824'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6824'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6824'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6824'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6824'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6824'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6824'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6824'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6824'IS LOCATED APPROXIMATELY 18.2 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6824'LINE. DH6824' DH6824'LOCATED 1.5 FT NORTHEAST OF A NGS WITNESS POST. DH6824' DH6824'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6824'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6824' DH6824'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6825 *********************************************************************** DH6825 HT_MOD - This is a Height Modernization Survey Station. DH6825 DESIGNATION - WCA3 18 DH6825 PID - DH6825 DH6825 STATE/COUNTY- FL/MIAMI-DADE DH6825 USGS QUAD - COOPERTOWN (1973) DH6825 DH6825 *CURRENT SURVEY CONTROL DH6825 ___________________________________________________________________ DH6825* NAD 83(1999)- 25 52 02.67706(N) 080 34 27.89479(W) ADJUSTED DH6825* NAVD 88 - 1.88 (meters) 6.2 (feet) GPS OBS DH6825 ___________________________________________________________________ DH6825 X - 940,466.098 (meters) COMP DH6825 Y - -5,665,194.374 (meters) COMP DH6825 Z - 2,765,842.044 (meters) COMP DH6825 LAPLACE CORR- -1.58 (seconds) DEFLEC99 DH6825 ELLIP HEIGHT- -22.66 (meters) (09/12/05) GPS OBS DH6825 GEOID HEIGHT- -24.55 (meters) GEOID03 DH6825 DH6825 HORZ ORDER - FIRST DH6825 ELLP ORDER - THIRD CLASS I DH6825 DH6825.The horizontal coordinates were established by GPS observations DH6825.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6825 DH6825.The orthometric height was determined by GPS observations and a DH6825.high-resolution geoid model using precise GPS observation and DH6825.processing techniques. DH6825 DH6825.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6825 DH6825.The Laplace correction was computed from DEFLEC99 derived deflections. DH6825 DH6825.The ellipsoidal height was determined by GPS observations DH6825.and is referenced to NAD 83. DH6825 DH6825.The geoid height was determined by GEOID03. DH6825 DH6825; North East Units Scale Factor Converg. DH6825;SPC FL E - 169,995.613 242,654.028 MT 0.99996363 +0 11 08.5 DH6825;UTM 17 - 2,861,069.593 542,639.475 MT 0.99962245 +0 11 08.5 DH6825 DH6825! - Elev Factor x Scale Factor = Combined Factor DH6825!SPC FL E - 1.00000356 x 0.99996363 = 0.99996719 DH6825!UTM 17 - 1.00000356 x 0.99962245 = 0.99962601 DH6825 DH6825 SUPERSEDED SURVEY CONTROL DH6825 DH6825.No superseded survey control is available for this station. DH6825 DH6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4263961070(NAD 83) DH6825_MARKER: F = FLANGE-ENCASED ROD DH6825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6825+WITH SETTING: INFORMATION. DH6825_STAMPING: WCA3-18 2005 DH6825_MARK LOGO: NGS DH6825_PROJECTION: PROJECTING 46 CENTIMETERS DH6825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6825+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6825_ROD/PIPE-DEPTH: 1.8 meters DH6825 DH6825 HISTORY - Date Condition Report By DH6825 HISTORY - 20050301 MONUMENTED FLDEP DH6825 DH6825 STATION DESCRIPTION DH6825 DH6825'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6825'THE MARK IS ABOUT 29.7 MI OF SOUTHWEST OF THE FORT DH6825'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 19.7 MI WNW OF THE MIAMI DH6825'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6825'TOWNSHIP OR RANGE GIVEN. DH6825' DH6825'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6825'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6825'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6825'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6825'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6825'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6825'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6825'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6825'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 8.6 MI DH6825'NORTHWEST OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF DH6825'THE MARK IS NORTH 25 52 02.67706, WEST 080 34 27.89479), A STAINLESS DH6825'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS DH6825'LOGO CAP THAT PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6825'IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6825'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6825'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6825' DH6825'LOCATED 1.1 FT NORTH OF A NGS WITNESS POST. DH6825' DH6825'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6825'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6825' DH6825'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6826 *********************************************************************** DH6826 HT_MOD - This is a Height Modernization Survey Station. DH6826 DESIGNATION - WCA3 19 DH6826 PID - DH6826 DH6826 STATE/COUNTY- FL/MIAMI-DADE DH6826 USGS QUAD - FORTYMILE BEND (1995) DH6826 DH6826 *CURRENT SURVEY CONTROL DH6826 ___________________________________________________________________ DH6826* NAD 83(1999)- 25 51 00.71368(N) 080 46 55.32644(W) ADJUSTED DH6826* NAVD 88 - 2.46 (meters) 8.1 (feet) GPS OBS DH6826 ___________________________________________________________________ DH6826 X - 920,064.623 (meters) COMP DH6826 Y - -5,669,386.734 (meters) COMP DH6826 Z - 2,764,126.473 (meters) COMP DH6826 LAPLACE CORR- -0.84 (seconds) DEFLEC99 DH6826 ELLIP HEIGHT- -21.87 (meters) (09/12/05) GPS OBS DH6826 GEOID HEIGHT- -24.32 (meters) GEOID03 DH6826 DH6826 HORZ ORDER - FIRST DH6826 ELLP ORDER - THIRD CLASS I DH6826 DH6826.The horizontal coordinates were established by GPS observations DH6826.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6826 DH6826.The orthometric height was determined by GPS observations and a DH6826.high-resolution geoid model using precise GPS observation and DH6826.processing techniques. DH6826 DH6826.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6826 DH6826.The Laplace correction was computed from DEFLEC99 derived deflections. DH6826 DH6826.The ellipsoidal height was determined by GPS observations DH6826.and is referenced to NAD 83. DH6826 DH6826.The geoid height was determined by GEOID03. DH6826 DH6826; North East Units Scale Factor Converg. DH6826;SPC FL E - 168,037.879 221,848.495 MT 0.99994707 +0 05 42.1 DH6826;UTM 17 - 2,859,112.527 521,841.041 MT 0.99960589 +0 05 42.1 DH6826 DH6826! - Elev Factor x Scale Factor = Combined Factor DH6826!SPC FL E - 1.00000344 x 0.99994707 = 0.99995051 DH6826!UTM 17 - 1.00000344 x 0.99960589 = 0.99960932 DH6826 DH6826 SUPERSEDED SURVEY CONTROL DH6826 DH6826.No superseded survey control is available for this station. DH6826 DH6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2184159113(NAD 83) DH6826_MARKER: F = FLANGE-ENCASED ROD DH6826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6826+WITH SETTING: INFORMATION. DH6826_STAMPING: WCA3-19 2005 DH6826_MARK LOGO: NGS DH6826_PROJECTION: PROJECTING 53 CENTIMETERS DH6826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6826+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6826_ROD/PIPE-DEPTH: 2.1 meters DH6826 DH6826 HISTORY - Date Condition Report By DH6826 HISTORY - 20050301 MONUMENTED FLDEP DH6826 DH6826 STATION DESCRIPTION DH6826 DH6826'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6826'THE MARK IS ABOUT 42.0 MI OF SOUTHWEST OF THE FORT DH6826'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 32.0 MI WNW OF THE MIAMI DH6826'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6826'TOWNSHIP OR RANGE GIVEN. DH6826' DH6826'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6826'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6826'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6826'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6826'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6826'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6826'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6826'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6826'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6826'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 6.9 MI NORTHWEST OF THE DH6826'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6826'25 51 00.71368, WEST 080 46 55.32644), A STAINLESS STEEL ROD WAS DH6826'DRIVEN TO REFUSAL TO A DEPTH OF 7.0 FT, WITH AN NGS LOGO CAP THAT DH6826'PROJECTS 1.8 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6826'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6826'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6826'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6826'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6826'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6826'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6826'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6826'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6826'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6826'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6826'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6826'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6826'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6826'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6826'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6826'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6826'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6826'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6826'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6826'IS LOCATED APPROXIMATELY 22.3 MI SOUTHWEST OF THE BOAT RAMP IN A DH6826'STRAIGHT LINE. DH6826' DH6826'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6826' DH6826'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6826'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6826' DH6826'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6827 *********************************************************************** DH6827 HT_MOD - This is a Height Modernization Survey Station. DH6827 DESIGNATION - WCA3 20 DH6827 PID - DH6827 DH6827 STATE/COUNTY- FL/MIAMI-DADE DH6827 USGS QUAD - LONG ISLAND (1973) DH6827 DH6827 *CURRENT SURVEY CONTROL DH6827 ___________________________________________________________________ DH6827* NAD 83(1999)- 25 50 38.15244(N) 080 43 35.41730(W) ADJUSTED DH6827* NAVD 88 - 2.45 (meters) 8.0 (feet) GPS OBS DH6827 ___________________________________________________________________ DH6827 X - 925,607.658 (meters) COMP DH6827 Y - -5,668,791.057 (meters) COMP DH6827 Z - 2,763,501.620 (meters) COMP DH6827 LAPLACE CORR- -1.04 (seconds) DEFLEC99 DH6827 ELLIP HEIGHT- -21.91 (meters) (09/12/05) GPS OBS DH6827 GEOID HEIGHT- -24.35 (meters) GEOID03 DH6827 DH6827 HORZ ORDER - FIRST DH6827 ELLP ORDER - THIRD CLASS I DH6827 DH6827.The horizontal coordinates were established by GPS observations DH6827.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6827 DH6827.The orthometric height was determined by GPS observations and a DH6827.high-resolution geoid model using precise GPS observation and DH6827.processing techniques. DH6827 DH6827.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6827 DH6827.The Laplace correction was computed from DEFLEC99 derived deflections. DH6827 DH6827.The ellipsoidal height was determined by GPS observations DH6827.and is referenced to NAD 83. DH6827 DH6827.The geoid height was determined by GEOID03. DH6827 DH6827; North East Units Scale Factor Converg. DH6827;SPC FL E - 167,354.029 227,416.245 MT 0.99995045 +0 07 09.2 DH6827;UTM 17 - 2,858,428.910 527,406.891 MT 0.99960927 +0 07 09.2 DH6827 DH6827! - Elev Factor x Scale Factor = Combined Factor DH6827!SPC FL E - 1.00000344 x 0.99995045 = 0.99995389 DH6827!UTM 17 - 1.00000344 x 0.99960927 = 0.99961271 DH6827 DH6827 SUPERSEDED SURVEY CONTROL DH6827 DH6827.No superseded survey control is available for this station. DH6827 DH6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2740758429(NAD 83) DH6827_MARKER: F = FLANGE-ENCASED ROD DH6827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6827+WITH SETTING: INFORMATION. DH6827_STAMPING: WCA3-20 2005 DH6827_MARK LOGO: NGS DH6827_PROJECTION: PROJECTING 56 CENTIMETERS DH6827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6827+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6827_ROD/PIPE-DEPTH: 2.1 meters DH6827 DH6827 HISTORY - Date Condition Report By DH6827 HISTORY - 20050301 MONUMENTED FLDEP DH6827 DH6827 STATION DESCRIPTION DH6827 DH6827'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6827'THE MARK IS ABOUT 38.9 MI OF SOUTHWEST OF THE FORT DH6827'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 28.6 MI WNW OF THE MIAMI DH6827'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6827'TOWNSHIP OR RANGE GIVEN. DH6827' DH6827'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6827'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6827'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6827'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6827'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6827'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6827'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6827'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6827'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6827'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 5.65 MI NORTHEAST OF THE DH6827'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6827'25 50 38.15244, WEST 080 43 35.41730), A STAINLESS STEEL ROD WAS DH6827'DRIVEN TO REFUSAL TO A DEPTH OF 7.0 FT WITH AN NGS LOGO CAP THAT DH6827'PROJECTS 1.9 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6827'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6827'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6827'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6827'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6827'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6827'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6827'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6827'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6827'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6827'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6827'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6827'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6827'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6827'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6827'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6827'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6827'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6827'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6827'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6827'IS LOCATED APPROXIMATELY 21.5 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6827'LINE. DH6827' DH6827'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST DH6827' DH6827'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6827'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6827' DH6827'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6828 *********************************************************************** DH6828 HT_MOD - This is a Height Modernization Survey Station. DH6828 DESIGNATION - WCA3 21 DH6828 PID - DH6828 DH6828 STATE/COUNTY- FL/MIAMI-DADE DH6828 USGS QUAD - COOPERTOWN (1973) DH6828 DH6828 *CURRENT SURVEY CONTROL DH6828 ___________________________________________________________________ DH6828* NAD 83(1999)- 25 50 33.47625(N) 080 32 58.90338(W) ADJUSTED DH6828* NAVD 88 - 1.70 (meters) 5.6 (feet) GPS OBS DH6828 ___________________________________________________________________ DH6828 X - 943,106.740 (meters) COMP DH6828 Y - -5,665,968.757 (meters) COMP DH6828 Z - 2,763,371.689 (meters) COMP DH6828 LAPLACE CORR- -1.71 (seconds) DEFLEC99 DH6828 ELLIP HEIGHT- -22.87 (meters) (09/12/05) GPS OBS DH6828 GEOID HEIGHT- -24.57 (meters) GEOID03 DH6828 DH6828 HORZ ORDER - FIRST DH6828 ELLP ORDER - THIRD CLASS I DH6828 DH6828.The horizontal coordinates were established by GPS observations DH6828.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6828 DH6828.The orthometric height was determined by GPS observations and a DH6828.high-resolution geoid model using precise GPS observation and DH6828.processing techniques. DH6828 DH6828.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6828 DH6828.The Laplace correction was computed from DEFLEC99 derived deflections. DH6828 DH6828.The ellipsoidal height was determined by GPS observations DH6828.and is referenced to NAD 83. DH6828 DH6828.The geoid height was determined by GEOID03. DH6828 DH6828; North East Units Scale Factor Converg. DH6828;SPC FL E - 167,258.934 245,141.001 MT 0.99996633 +0 11 46.6 DH6828;UTM 17 - 2,858,333.848 545,125.599 MT 0.99962514 +0 11 46.6 DH6828 DH6828! - Elev Factor x Scale Factor = Combined Factor DH6828!SPC FL E - 1.00000359 x 0.99996633 = 0.99996992 DH6828!UTM 17 - 1.00000359 x 0.99962514 = 0.99962873 DH6828 DH6828 SUPERSEDED SURVEY CONTROL DH6828 DH6828.No superseded survey control is available for this station. DH6828 DH6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4512658334(NAD 83) DH6828_MARKER: F = FLANGE-ENCASED ROD DH6828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6828+WITH SETTING: INFORMATION. DH6828_STAMPING: WCA3-21 2005 DH6828_MARK LOGO: NGS DH6828_PROJECTION: PROJECTING 36 CENTIMETERS DH6828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6828+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6828_ROD/PIPE-DEPTH: 1.8 meters DH6828 DH6828 HISTORY - Date Condition Report By DH6828 HISTORY - 20050301 MONUMENTED FLDEP DH6828 DH6828 STATION DESCRIPTION DH6828 DH6828'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6828'THE MARK IS ABOUT 29.0 MI OF SOUTHWEST OF THE FORT LAUDERDALE - DH6828'HOLLYWOOD INTERNATIONAL AIRPORT, AND 17.8 MI WNW OF THE MIAMI DH6828'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6828'TOWNSHIP OR RANGE GIVEN. DH6828' DH6828'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6828'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6828'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6828'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6828'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6828'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6828'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6828'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6828'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 6.3 MI DH6828'NORTHWEST OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF DH6828'THE MARK IS NORTH 25 50 33.47625, WEST 080 32 58.90338), A STAINLESS DH6828'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS DH6828'LOGO CAP THAT PROJECTS 1.3 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6828'IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6828'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6828'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6828' DH6828'LOCATED 1.3 FT NORTH OF A NGS WITNESS POST. DH6828' DH6828'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6828'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6828' DH6828'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6829 *********************************************************************** DH6829 HT_MOD - This is a Height Modernization Survey Station. DH6829 DESIGNATION - WCA3 22 DH6829 PID - DH6829 DH6829 STATE/COUNTY- FL/MIAMI-DADE DH6829 USGS QUAD - LONG ISLAND (1973) DH6829 DH6829 *CURRENT SURVEY CONTROL DH6829 ___________________________________________________________________ DH6829* NAD 83(1999)- 25 50 12.97443(N) 080 40 46.73895(W) ADJUSTED DH6829* NAVD 88 - 2.39 (meters) 7.8 (feet) GPS OBS DH6829 ___________________________________________________________________ DH6829 X - 930,297.829 (meters) COMP DH6829 Y - -5,668,365.401 (meters) COMP DH6829 Z - 2,762,804.234 (meters) COMP DH6829 LAPLACE CORR- -1.23 (seconds) DEFLEC99 DH6829 ELLIP HEIGHT- -22.00 (meters) (09/12/05) GPS OBS DH6829 GEOID HEIGHT- -24.39 (meters) GEOID03 DH6829 DH6829 HORZ ORDER - FIRST DH6829 ELLP ORDER - THIRD CLASS I DH6829 DH6829.The horizontal coordinates were established by GPS observations DH6829.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6829 DH6829.The orthometric height was determined by GPS observations and a DH6829.high-resolution geoid model using precise GPS observation and DH6829.processing techniques. DH6829 DH6829.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6829 DH6829.The Laplace correction was computed from DEFLEC99 derived deflections. DH6829 DH6829.The ellipsoidal height was determined by GPS observations DH6829.and is referenced to NAD 83. DH6829 DH6829.The geoid height was determined by GEOID03. DH6829 DH6829; North East Units Scale Factor Converg. DH6829;SPC FL E - 166,589.856 232,115.103 MT 0.99995391 +0 08 22.6 DH6829;UTM 17 - 2,857,664.998 532,104.145 MT 0.99961273 +0 08 22.6 DH6829 DH6829! - Elev Factor x Scale Factor = Combined Factor DH6829!SPC FL E - 1.00000346 x 0.99995391 = 0.99995737 DH6829!UTM 17 - 1.00000346 x 0.99961273 = 0.99961619 DH6829 DH6829 SUPERSEDED SURVEY CONTROL DH6829 DH6829.No superseded survey control is available for this station. DH6829 DH6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3210457665(NAD 83) DH6829_MARKER: F = FLANGE-ENCASED ROD DH6829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6829+WITH SETTING: INFORMATION. DH6829_STAMPING: WCA3-22 2005 DH6829_MARK LOGO: NGS DH6829_PROJECTION: PROJECTING 61 CENTIMETERS DH6829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6829+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6829_ROD/PIPE-DEPTH: 2.1 meters DH6829 DH6829 HISTORY - Date Condition Report By DH6829 HISTORY - 20050301 MONUMENTED FLDEP DH6829 DH6829 STATION DESCRIPTION DH6829 DH6829'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6829'THE MARK IS ABOUT 36.5 MI OF SOUTHWEST OF THE FORT DH6829'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 25.5 MI WNW OF THE MIAMI DH6829'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6829'TOWNSHIP OR RANGE GIVEN. DH6829' DH6829'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6829'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6829'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6829'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6829'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6829'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6829'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6829'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6829'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6829'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 6.0 MI NORTHEAST OF THE DH6829'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6829'25 50 12.97443, WEST 080 40 46.73895), A STAINLESS STEEL ROD WAS DH6829'DRIVEN TO REFUSAL TO A DEPTH OF 7.0 FT, WITH AN NGS LOGO CAP THAT DH6829'PROJECTS 2.0 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6829'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6829'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6829'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6829'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6829'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6829'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6829'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6829'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6829'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6829'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6829'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6829'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6829'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6829'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6829'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6829'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6829'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6829'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6829'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6829'IS LOCATED APPROXIMATELY 21.4 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6829'LINE. DH6829' DH6829'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST DH6829' DH6829'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6829'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6829' DH6829'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6830 *********************************************************************** DH6830 HT_MOD - This is a Height Modernization Survey Station. DH6830 DESIGNATION - WCA3 23 DH6830 PID - DH6830 DH6830 STATE/COUNTY- FL/MIAMI-DADE DH6830 USGS QUAD - FORTYMILE BEND (1995) DH6830 DH6830 *CURRENT SURVEY CONTROL DH6830 ___________________________________________________________________ DH6830* NAD 83(1999)- 25 49 59.89101(N) 080 49 48.96207(W) ADJUSTED DH6830* NAVD 88 - 2.49 (meters) 8.2 (feet) GPS OBS DH6830 ___________________________________________________________________ DH6830 X - 915,421.784 (meters) COMP DH6830 Y - -5,670,964.764 (meters) COMP DH6830 Z - 2,762,441.947 (meters) COMP DH6830 LAPLACE CORR- -0.84 (seconds) DEFLEC99 DH6830 ELLIP HEIGHT- -21.78 (meters) (09/12/05) GPS OBS DH6830 GEOID HEIGHT- -24.27 (meters) GEOID03 DH6830 DH6830 HORZ ORDER - FIRST DH6830 ELLP ORDER - THIRD CLASS I DH6830 DH6830.The horizontal coordinates were established by GPS observations DH6830.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6830 DH6830.The orthometric height was determined by GPS observations and a DH6830.high-resolution geoid model using precise GPS observation and DH6830.processing techniques. DH6830 DH6830.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6830 DH6830.The Laplace correction was computed from DEFLEC99 derived deflections. DH6830 DH6830.The ellipsoidal height was determined by GPS observations DH6830.and is referenced to NAD 83. DH6830 DH6830.The geoid height was determined by GEOID03. DH6830 DH6830; North East Units Scale Factor Converg. DH6830;SPC FL E - 166,159.109 217,016.182 MT 0.99994475 +0 04 26.3 DH6830;UTM 17 - 2,857,234.398 517,010.376 MT 0.99960357 +0 04 26.3 DH6830 DH6830! - Elev Factor x Scale Factor = Combined Factor DH6830!SPC FL E - 1.00000342 x 0.99994475 = 0.99994817 DH6830!UTM 17 - 1.00000342 x 0.99960357 = 0.99960699 DH6830 DH6830 SUPERSEDED SURVEY CONTROL DH6830 DH6830.No superseded survey control is available for this station. DH6830 DH6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1701057234(NAD 83) DH6830_MARKER: F = FLANGE-ENCASED ROD DH6830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6830+WITH SETTING: INFORMATION. DH6830_STAMPING: WCA3-23 2005 DH6830_MARK LOGO: NGS DH6830_PROJECTION: PROJECTING 61 CENTIMETERS DH6830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6830+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6830_ROD/PIPE-DEPTH: 2.1 meters DH6830 DH6830 HISTORY - Date Condition Report By DH6830 HISTORY - 20050301 MONUMENTED FLDEP DH6830 DH6830 STATION DESCRIPTION DH6830 DH6830'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6830'THE MARK IS ABOUT 45.2 MI OF SOUTHWEST OF THE FORT DH6830'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 34.9 MI WNW OF THE MIAMI DH6830'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6830'TOWNSHIP OR RANGE GIVEN. DH6830' DH6830'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6830'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6830'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6830'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6830'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6830'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6830'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6830'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6830'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6830'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 7.0 MI NORTHWEST OF THE DH6830'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6830'25 49 59.89101, WEST 080 49 48.96207), A STAINLESS STEEL ROD WAS DH6830'DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS LOGO CAP THAT DH6830'PROJECTS 2.0 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.1 DH6830'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6830'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6830'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6830'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6830'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6830'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6830'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6830'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6830'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6830'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6830'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6830'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6830'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6830'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6830'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6830'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6830'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6830'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6830'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6830'IS LOCATED APPROXIMATELY 24.6 MI SOUTHWEST OF THE BOAT RAMP IN A DH6830'STRAIGHT LINE. DH6830' DH6830'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST DH6830' DH6830'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6830'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6830' DH6830'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6831 *********************************************************************** DH6831 HT_MOD - This is a Height Modernization Survey Station. DH6831 DESIGNATION - WCA3 24 DH6831 PID - DH6831 DH6831 STATE/COUNTY- FL/MIAMI-DADE DH6831 USGS QUAD - COOPERTOWN (1973) DH6831 DH6831 *CURRENT SURVEY CONTROL DH6831 ___________________________________________________________________ DH6831* NAD 83(1999)- 25 49 04.87458(N) 080 36 28.34955(W) ADJUSTED DH6831* NAVD 88 - 1.86 (meters) 6.1 (feet) GPS OBS DH6831 ___________________________________________________________________ DH6831 X - 937,546.805 (meters) COMP DH6831 Y - -5,668,095.800 (meters) COMP DH6831 Z - 2,760,917.632 (meters) COMP DH6831 LAPLACE CORR- -1.50 (seconds) DEFLEC99 DH6831 ELLIP HEIGHT- -22.60 (meters) (09/12/05) GPS OBS DH6831 GEOID HEIGHT- -24.46 (meters) GEOID03 DH6831 DH6831 HORZ ORDER - FIRST DH6831 ELLP ORDER - THIRD CLASS I DH6831 DH6831.The horizontal coordinates were established by GPS observations DH6831.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6831 DH6831.The orthometric height was determined by GPS observations and a DH6831.high-resolution geoid model using precise GPS observation and DH6831.processing techniques. DH6831 DH6831.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6831 DH6831.The Laplace correction was computed from DEFLEC99 derived deflections. DH6831 DH6831.The ellipsoidal height was determined by GPS observations DH6831.and is referenced to NAD 83. DH6831 DH6831.The geoid height was determined by GEOID03. DH6831 DH6831; North East Units Scale Factor Converg. DH6831;SPC FL E - 164,513.761 239,316.839 MT 0.99996026 +0 10 14.8 DH6831;UTM 17 - 2,855,589.611 539,303.424 MT 0.99961907 +0 10 14.8 DH6831 DH6831! - Elev Factor x Scale Factor = Combined Factor DH6831!SPC FL E - 1.00000355 x 0.99996026 = 0.99996381 DH6831!UTM 17 - 1.00000355 x 0.99961907 = 0.99962262 DH6831 DH6831 SUPERSEDED SURVEY CONTROL DH6831 DH6831.No superseded survey control is available for this station. DH6831 DH6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3930355590(NAD 83) DH6831_MARKER: F = FLANGE-ENCASED ROD DH6831_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6831+WITH SETTING: INFORMATION. DH6831_STAMPING: WCA3-24 2005 DH6831_MARK LOGO: NGS DH6831_PROJECTION: PROJECTING 38 CENTIMETERS DH6831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6831+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6831_ROD/PIPE-DEPTH: 2.7 meters DH6831 DH6831 HISTORY - Date Condition Report By DH6831 HISTORY - 20050301 MONUMENTED FLDEP DH6831 DH6831 STATION DESCRIPTION DH6831 DH6831'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6831'THE MARK IS ABOUT 33.2 MI OF SOUTHWEST OF THE FORT DH6831'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 21.0 MI WNW OF THE MIAMI DH6831'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6831'TOWNSHIP OR RANGE GIVEN. DH6831' DH6831'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6831'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6831'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6831'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6831'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6831'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6831'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6831'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6831'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 7.6 MI DH6831'NORTHWEST OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF DH6831'THE MARK IS NORTH 25 49 04.87458, WEST 080 36 28.34955), A STAINLESS DH6831'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 10.0 FT, WITH AN NGS DH6831'LOGO CAP THAT PROJECTS 1.3 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6831'IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6831'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6831'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6831' DH6831'LOCATED 1.3 FT NORTH OF A NGS WITNESS POST. DH6831' DH6831'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6831'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6831' DH6831'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6832 *********************************************************************** DH6832 HT_MOD - This is a Height Modernization Survey Station. DH6832 DESIGNATION - WCA3 25 DH6832 PID - DH6832 DH6832 STATE/COUNTY- FL/MIAMI-DADE DH6832 USGS QUAD - COOPERTOWN (1973) DH6832 DH6832 *CURRENT SURVEY CONTROL DH6832 ___________________________________________________________________ DH6832* NAD 83(1999)- 25 48 05.00805(N) 080 30 51.10269(W) ADJUSTED DH6832* NAVD 88 - 1.62 (meters) 5.3 (feet) GPS OBS DH6832 ___________________________________________________________________ DH6832 X - 946,945.125 (meters) COMP DH6832 Y - -5,667,346.122 (meters) COMP DH6832 Z - 2,759,258.942 (meters) COMP DH6832 LAPLACE CORR- -1.87 (seconds) DEFLEC99 DH6832 ELLIP HEIGHT- -22.98 (meters) (09/12/05) GPS OBS DH6832 GEOID HEIGHT- -24.60 (meters) GEOID03 DH6832 DH6832 HORZ ORDER - FIRST DH6832 ELLP ORDER - THIRD CLASS I DH6832 DH6832.The horizontal coordinates were established by GPS observations DH6832.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6832 DH6832.The orthometric height was determined by GPS observations and a DH6832.high-resolution geoid model using precise GPS observation and DH6832.processing techniques. DH6832 DH6832.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6832 DH6832.The Laplace correction was computed from DEFLEC99 derived deflections. DH6832 DH6832.The ellipsoidal height was determined by GPS observations DH6832.and is referenced to NAD 83. DH6832 DH6832.The geoid height was determined by GEOID03. DH6832 DH6832; North East Units Scale Factor Converg. DH6832;SPC FL E - 162,702.859 248,716.659 MT 0.99997047 +0 12 41.2 DH6832;UTM 17 - 2,853,779.327 548,700.037 MT 0.99962928 +0 12 41.2 DH6832 DH6832! - Elev Factor x Scale Factor = Combined Factor DH6832!SPC FL E - 1.00000361 x 0.99997047 = 0.99997408 DH6832!UTM 17 - 1.00000361 x 0.99962928 = 0.99963289 DH6832 DH6832 SUPERSEDED SURVEY CONTROL DH6832 DH6832.No superseded survey control is available for this station. DH6832 DH6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4870053779(NAD 83) DH6832_MARKER: F = FLANGE-ENCASED ROD DH6832_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6832+WITH SETTING: INFORMATION. DH6832_STAMPING: WCA3-25 2005 DH6832_MARK LOGO: NGS DH6832_PROJECTION: PROJECTING 41 CENTIMETERS DH6832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6832+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6832_ROD/PIPE-DEPTH: 1.8 meters DH6832 DH6832 HISTORY - Date Condition Report By DH6832 HISTORY - 20050301 MONUMENTED FLDEP DH6832 DH6832 STATION DESCRIPTION DH6832 DH6832'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6832'THE MARK IS ABOUT 29.4 MI OF SOUTHWEST OF THE FORT DH6832'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 15.2 MI WEST OF THE MIAMI DH6832'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6832'TOWNSHIP OR RANGE GIVEN. DH6832' DH6832'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6832'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6832'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6832'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6832'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6832'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6832'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6832'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6832'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 2.8 MI DH6832'NORTH OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE DH6832'MARK IS NORTH 25 48 05.00805, WEST 080 30 51.10269), A STAINLESS DH6832'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS DH6832'LOGO CAP THAT PROJECTS 1.5 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6832'IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6832'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6832'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6832' DH6832'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6832' DH6832'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6832'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6832' DH6832'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6833 *********************************************************************** DH6833 HT_MOD - This is a Height Modernization Survey Station. DH6833 DESIGNATION - WCA3 26 DH6833 PID - DH6833 DH6833 STATE/COUNTY- FL/MIAMI-DADE DH6833 USGS QUAD - LONG ISLAND (1973) DH6833 DH6833 *CURRENT SURVEY CONTROL DH6833 ___________________________________________________________________ DH6833* NAD 83(1999)- 25 47 37.64770(N) 080 42 25.69232(W) ADJUSTED DH6833* NAVD 88 - 2.36 (meters) 7.7 (feet) GPS OBS DH6833 ___________________________________________________________________ DH6833 X - 927,914.518 (meters) COMP DH6833 Y - -5,670,865.306 (meters) COMP DH6833 Z - 2,758,501.326 (meters) COMP DH6833 LAPLACE CORR- -1.35 (seconds) DEFLEC99 DH6833 ELLIP HEIGHT- -21.96 (meters) (09/12/05) GPS OBS DH6833 GEOID HEIGHT- -24.31 (meters) GEOID03 DH6833 DH6833 HORZ ORDER - FIRST DH6833 ELLP ORDER - THIRD CLASS I DH6833 DH6833.The horizontal coordinates were established by GPS observations DH6833.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6833 DH6833.The orthometric height was determined by GPS observations and a DH6833.high-resolution geoid model using precise GPS observation and DH6833.processing techniques. DH6833 DH6833.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6833 DH6833.The Laplace correction was computed from DEFLEC99 derived deflections. DH6833 DH6833.The ellipsoidal height was determined by GPS observations DH6833.and is referenced to NAD 83. DH6833 DH6833.The geoid height was determined by GEOID03. DH6833 DH6833; North East Units Scale Factor Converg. DH6833;SPC FL E - 161,803.700 229,370.151 MT 0.99995182 +0 07 38.8 DH6833;UTM 17 - 2,852,880.475 529,360.130 MT 0.99961064 +0 07 38.8 DH6833 DH6833! - Elev Factor x Scale Factor = Combined Factor DH6833!SPC FL E - 1.00000345 x 0.99995182 = 0.99995527 DH6833!UTM 17 - 1.00000345 x 0.99961064 = 0.99961409 DH6833 DH6833 SUPERSEDED SURVEY CONTROL DH6833 DH6833.No superseded survey control is available for this station. DH6833 DH6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2936052880(NAD 83) DH6833_MARKER: F = FLANGE-ENCASED ROD DH6833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6833+WITH SETTING: INFORMATION. DH6833_STAMPING: WCA3-26 2005 DH6833_MARK LOGO: NGS DH6833_PROJECTION: PROJECTING 61 CENTIMETERS DH6833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6833+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6833_ROD/PIPE-DEPTH: 1.8 meters DH6833 DH6833 HISTORY - Date Condition Report By DH6833 HISTORY - 20050301 MONUMENTED FLDEP DH6833 DH6833 STATION DESCRIPTION DH6833 DH6833'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6833'THE MARK IS ABOUT 39.2 MI OF SOUTHWEST OF THE FORT DH6833'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 27.0 MI WEST OF THE MIAMI DH6833'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6833'TOWNSHIP OR RANGE GIVEN. DH6833' DH6833'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6833'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6833'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6833'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6833'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6833'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6833'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6833'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6833'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6833'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 2.6 MI NORTHEAST OF THE DH6833'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6833'25 47 37.64770, WEST 080 42 25.69232), A STAINLESS STEEL ROD WAS DH6833'DRIVEN TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS LOGO CAP THAT DH6833'PROJECTS 2.0 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.1 DH6833'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6833'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6833'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6833'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6833'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6833'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6833'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6833'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6833'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6833'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6833'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6833'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6833'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6833'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6833'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6833'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6833'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6833'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6833'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6833'IS LOCATED APPROXIMATELY 24.7 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6833'LINE. DH6833' DH6833'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6833' DH6833'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6833'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6833' DH6833'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6834 *********************************************************************** DH6834 HT_MOD - This is a Height Modernization Survey Station. DH6834 DESIGNATION - WCA3 27 DH6834 PID - DH6834 DH6834 STATE/COUNTY- FL/MIAMI-DADE DH6834 USGS QUAD - LONG ISLAND (1973) DH6834 DH6834 *CURRENT SURVEY CONTROL DH6834 ___________________________________________________________________ DH6834* NAD 83(1999)- 25 47 34.94972(N) 080 44 39.11045(W) ADJUSTED DH6834* NAVD 88 - 2.37 (meters) 7.8 (feet) GPS OBS DH6834 ___________________________________________________________________ DH6834 X - 924,252.060 (meters) COMP DH6834 Y - -5,671,500.023 (meters) COMP DH6834 Z - 2,758,426.594 (meters) COMP DH6834 LAPLACE CORR- -1.23 (seconds) DEFLEC99 DH6834 ELLIP HEIGHT- -21.91 (meters) (09/12/05) GPS OBS DH6834 GEOID HEIGHT- -24.27 (meters) GEOID03 DH6834 DH6834 HORZ ORDER - FIRST DH6834 ELLP ORDER - THIRD CLASS I DH6834 DH6834.The horizontal coordinates were established by GPS observations DH6834.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6834 DH6834.The orthometric height was determined by GPS observations and a DH6834.high-resolution geoid model using precise GPS observation and DH6834.processing techniques. DH6834 DH6834.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6834 DH6834.The Laplace correction was computed from DEFLEC99 derived deflections. DH6834 DH6834.The ellipsoidal height was determined by GPS observations DH6834.and is referenced to NAD 83. DH6834 DH6834.The geoid height was determined by GEOID03. DH6834 DH6834; North East Units Scale Factor Converg. DH6834;SPC FL E - 161,712.934 225,653.629 MT 0.99994930 +0 06 40.7 DH6834;UTM 17 - 2,852,789.740 525,644.876 MT 0.99960812 +0 06 40.7 DH6834 DH6834! - Elev Factor x Scale Factor = Combined Factor DH6834!SPC FL E - 1.00000344 x 0.99994930 = 0.99995274 DH6834!UTM 17 - 1.00000344 x 0.99960812 = 0.99961156 DH6834 DH6834 SUPERSEDED SURVEY CONTROL DH6834 DH6834.No superseded survey control is available for this station. DH6834 DH6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2564552790(NAD 83) DH6834_MARKER: F = FLANGE-ENCASED ROD DH6834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6834+WITH SETTING: INFORMATION. DH6834_STAMPING: WCA3-27 2005 DH6834_MARK LOGO: NGS DH6834_PROJECTION: PROJECTING 38 CENTIMETERS DH6834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6834+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6834_ROD/PIPE-DEPTH: 2.0 meters DH6834 DH6834 HISTORY - Date Condition Report By DH6834 HISTORY - 20050301 MONUMENTED FLDEP DH6834 DH6834 STATION DESCRIPTION DH6834 DH6834'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6834'THE MARK IS ABOUT 41.6 MI OF SOUTHWEST OF THE FORT DH6834'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 29.4 MI WEST OF THE MIAMI DH6834'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6834'TOWNSHIP OR RANGE GIVEN. DH6834' DH6834'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6834'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6834'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6834'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6834'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6834'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6834'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6834'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6834'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6834'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 2.3 MI NORTHWEST OF THE DH6834'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6834'25 47 34.94972, WEST 080 44 39.11045), A STAINLESS STEEL ROD WAS DH6834'DRIVEN TO REFUSAL TO A DEPTH OF 6.5 FT, WITH AN NGS LOGO CAP THAT DH6834'PROJECTS 1.3 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 DH6834'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6834'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6834'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6834'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6834'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6834'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6834'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6834'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6834'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6834'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6834'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6834'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6834'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6834'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6834'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6834'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6834'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6834'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6834'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6834'IS LOCATED APPROXIMATELY 25.2 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6834'LINE. DH6834' DH6834'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST DH6834' DH6834'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6834'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6834' DH6834'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6835 *********************************************************************** DH6835 HT_MOD - This is a Height Modernization Survey Station. DH6835 DESIGNATION - WCA3 28 DH6835 PID - DH6835 DH6835 STATE/COUNTY- FL/MIAMI-DADE DH6835 USGS QUAD - FORTYMILE BEND (1995) DH6835 DH6835 *CURRENT SURVEY CONTROL DH6835 ___________________________________________________________________ DH6835* NAD 83(1999)- 25 47 24.86396(N) 080 49 49.99294(W) ADJUSTED DH6835* NAVD 88 - 2.38 (meters) 7.8 (feet) GPS OBS DH6835 ___________________________________________________________________ DH6835 X - 915,724.458 (meters) COMP DH6835 Y - -5,673,020.020 (meters) COMP DH6835 Z - 2,758,147.182 (meters) COMP DH6835 LAPLACE CORR- -1.03 (seconds) DEFLEC99 DH6835 ELLIP HEIGHT- -21.81 (meters) (09/12/05) GPS OBS DH6835 GEOID HEIGHT- -24.19 (meters) GEOID03 DH6835 DH6835 HORZ ORDER - FIRST DH6835 ELLP ORDER - THIRD CLASS I DH6835 DH6835.The horizontal coordinates were established by GPS observations DH6835.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6835 DH6835.The orthometric height was determined by GPS observations and a DH6835.high-resolution geoid model using precise GPS observation and DH6835.processing techniques. DH6835 DH6835.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6835 DH6835.The Laplace correction was computed from DEFLEC99 derived deflections. DH6835 DH6835.The ellipsoidal height was determined by GPS observations DH6835.and is referenced to NAD 83. DH6835 DH6835.The geoid height was determined by GEOID03. DH6835 DH6835; North East Units Scale Factor Converg. DH6835;SPC FL E - 161,388.593 216,993.617 MT 0.99994474 +0 04 25.4 DH6835;UTM 17 - 2,852,465.509 516,987.819 MT 0.99960356 +0 04 25.4 DH6835 DH6835! - Elev Factor x Scale Factor = Combined Factor DH6835!SPC FL E - 1.00000343 x 0.99994474 = 0.99994817 DH6835!UTM 17 - 1.00000343 x 0.99960356 = 0.99960699 DH6835 DH6835 SUPERSEDED SURVEY CONTROL DH6835 DH6835.No superseded survey control is available for this station. DH6835 DH6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1698852466(NAD 83) DH6835_MARKER: F = FLANGE-ENCASED ROD DH6835_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6835+WITH SETTING: INFORMATION. DH6835_STAMPING: WCA3-28 2005 DH6835_MARK LOGO: NGS DH6835_PROJECTION: PROJECTING 56 CENTIMETERS DH6835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6835+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6835_ROD/PIPE-DEPTH: 1.8 meters DH6835 DH6835 HISTORY - Date Condition Report By DH6835 HISTORY - 20050301 MONUMENTED FLDEP DH6835 DH6835 STATION DESCRIPTION DH6835 DH6835'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6835'THE MARK IS ABOUT 46.5 MI OF SOUTHWEST OF THE FORT DH6835'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 34.7 MI WEST OF THE MIAMI DH6835'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6835'TOWNSHIP OR RANGE GIVEN. DH6835' DH6835'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6835'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6835'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6835'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6835'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6835'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6835'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6835'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6835'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6835'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 6.6 MI WEST OF THE BOAT DH6835'RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH 25 DH6835'47 24.86396, WEST 080 49 49.99294), A STAINLESS STEEL ROD WAS DRIVEN DH6835'TO REFUSAL TO A DEPTH OF 6.0 FT, WITH AN NGS LOGO CAP THAT PROJECTS DH6835'1.9 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW DH6835'THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD PLATFORM WAS DH6835'BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF THE PVC PIPE TO DH6835'STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO BE REACHED FROM DH6835'THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) AND U.S. HIGHWAY DH6835'27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI TO A TOLL BOOTH, DH6835'CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A RECREATIONAL AND REST DH6835'AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON THE NORTH SIDE OF THE DH6835'INTERSTATE AND THE REST AREA IS ON THE SOUTH SIDE OF THE INTERSTATE), DH6835'EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR 0.8 MI TO THE MIAMI DH6835'CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN UNDER INTERSTATE 75, NOW DH6835'GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN LEFT AND GO NORTH THEN DH6835'WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT PARALLELS INTERSTATE 75 DH6835'TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE WEST ALONG THE SERVICE DH6835'ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT INTO THE PARKING LOT AND DH6835'GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A RECREATIONAL AREA, THE DH6835'BOAT RAMP IS THE WESTERLY MOST RAMP ON THE SOUTH SIDE OF THE DH6835'INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 COORDINATES OF THE DH6835'BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), NOW BY AIRBOAT GO DH6835'ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS LOCATED DH6835'APPROXIMATELY 27.3 MI SOUTHWEST OF THE BOAT RAMP IN A STRAIGHT LINE. DH6835'LOCATED 3.0 FT EAST OF A NGS WITNESS POST. DH6835' DH6835'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6835'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6835' DH6835'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6836 *********************************************************************** DH6836 HT_MOD - This is a Height Modernization Survey Station. DH6836 DESIGNATION - WCA3 29 DH6836 PID - DH6836 DH6836 STATE/COUNTY- FL/MIAMI-DADE DH6836 USGS QUAD - FORTYMILE BEND (1995) DH6836 DH6836 *CURRENT SURVEY CONTROL DH6836 ___________________________________________________________________ DH6836* NAD 83(1999)- 25 47 16.01073(N) 080 47 14.47342(W) ADJUSTED DH6836* NAVD 88 - 2.38 (meters) 7.8 (feet) GPS OBS DH6836 ___________________________________________________________________ DH6836 X - 920,020.511 (meters) COMP DH6836 Y - -5,672,444.935 (meters) COMP DH6836 Z - 2,757,901.855 (meters) COMP DH6836 LAPLACE CORR- -1.12 (seconds) DEFLEC99 DH6836 ELLIP HEIGHT- -21.85 (meters) (09/12/05) GPS OBS DH6836 GEOID HEIGHT- -24.22 (meters) GEOID03 DH6836 DH6836 HORZ ORDER - FIRST DH6836 ELLP ORDER - THIRD CLASS I DH6836 DH6836.The horizontal coordinates were established by GPS observations DH6836.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6836 DH6836.The orthometric height was determined by GPS observations and a DH6836.high-resolution geoid model using precise GPS observation and DH6836.processing techniques. DH6836 DH6836.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6836 DH6836.The Laplace correction was computed from DEFLEC99 derived deflections. DH6836 DH6836.The ellipsoidal height was determined by GPS observations DH6836.and is referenced to NAD 83. DH6836 DH6836.The geoid height was determined by GEOID03. DH6836 DH6836; North East Units Scale Factor Converg. DH6836;SPC FL E - 161,122.447 221,326.541 MT 0.99994679 +0 05 33.0 DH6836;UTM 17 - 2,852,199.455 521,319.264 MT 0.99960561 +0 05 33.0 DH6836 DH6836! - Elev Factor x Scale Factor = Combined Factor DH6836!SPC FL E - 1.00000343 x 0.99994679 = 0.99995022 DH6836!UTM 17 - 1.00000343 x 0.99960561 = 0.99960904 DH6836 DH6836 SUPERSEDED SURVEY CONTROL DH6836 DH6836.No superseded survey control is available for this station. DH6836 DH6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2131952199(NAD 83) DH6836_MARKER: F = FLANGE-ENCASED ROD DH6836_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6836+WITH SETTING: INFORMATION. DH6836_STAMPING: WCA3-29 2005 DH6836_MARK LOGO: NGS DH6836_PROJECTION: PROJECTING 66 CENTIMETERS DH6836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6836+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6836_ROD/PIPE-DEPTH: 2.0 meters DH6836 DH6836 HISTORY - Date Condition Report By DH6836 HISTORY - 20050301 MONUMENTED FLDEP DH6836 DH6836 STATION DESCRIPTION DH6836 DH6836'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6836'THE MARK IS ABOUT 44.1 MI OF SOUTHWEST OF THE FORT DH6836'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 32.4 MI WEST OF THE MIAMI DH6836'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6836'TOWNSHIP OR RANGE GIVEN. DH6836' DH6836'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6836'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6836'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6836'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6836'FOR 14.9 MI TO THE BRIDGE AND WATER CONTROL STRUCTURE S12C, CONTINUE DH6836'WEST ON U.S. HIGHWAY 41 FOR 0.1 MI TO A BOAT RAMP ON THE RIGHT (NORTH DH6836'SIDE OF U.S. HIGHWAY 41), (NAD83 COORDINATES OF THE BOAT RAMP IS DH6836'NORTH 25 45 44.2, WEST 080 43 45.4), NOW BY AIRBOAT CROSSING THE DH6836'CANAL THAT PARALLELS U.S. HIGHWAY 41 AND GO ALONG VARIOUS AIRBOAT DH6836'TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 4.05 MI NORTHWEST OF THE DH6836'BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE MARK IS NORTH DH6836'25 47 16.01073, WEST 080 47 14.47342), A STAINLESS STEEL ROD WAS DH6836'DRIVEN TO REFUSAL TO A DEPTH OF 6.5 FT, WITH AN NGS LOGO CAP THAT DH6836'PROJECTS 2.1 FT ABOVE THE MUD BOTTOM, THE DATUM POINT IS RECESSED 0.3 DH6836'FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE SHAPED WOOD DH6836'PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED INSIDE OF DH6836'THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. THE MARK CAN ALSO DH6836'BE REACHED FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES ALLEY) DH6836'AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR 1.7 MI DH6836'TO A TOLL BOOTH, CONTINUE WEST ON INTERSTATE 75 FOR 10.3 MI TO A DH6836'RECREATIONAL AND REST AREA EXIT NEAR MILE MARKER 35, (THE EXIT IS ON DH6836'THE NORTH SIDE OF THE INTERSTATE AND THE REST AREA IS ON THE SOUTH DH6836'SIDE OF THE INTERSTATE), EXIT RIGHT OFF THE INTERSTATE AND GO WEST FOR DH6836'0.8 MI TO THE MIAMI CANAL, TURN LEFT AND GO SOUTH MAKING A U-TURN DH6836'UNDER INTERSTATE 75, NOW GOING EAST FOR 0.45 MI TO A STOP SIGN, TURN DH6836'LEFT AND GO NORTH THEN WEST FOR 0.25 MI ALONG THE SERVICE ROAD THAT DH6836'PARALLELS INTERSTATE 75 TO THE BRIDGE OVER THE MIAMI CANAL, CONTINUE DH6836'WEST ALONG THE SERVICE ROAD FOR 0.4 MI TO A PARKING LOT, TURN LEFT DH6836'INTO THE PARKING LOT AND GO SOUTH TO THE MOST WESTERLY BOAT RAMP AT A DH6836'RECREATIONAL AREA, THE BOAT RAMP IS THE WESTERLY MOST RAMP ON THE DH6836'SOUTH SIDE OF THE INTERSTATE AT THE RECREATIONAL-REST AREA, (NAD83 DH6836'COORDINATES OF THE BOAT RAMP IS NORTH 26 08 41.3, WEST 080 38 16.3), DH6836'NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK DH6836'IS LOCATED APPROXIMATELY 26.4 MI SOUTH OF THE BOAT RAMP IN A STRAIGHT DH6836'LINE. DH6836' DH6836'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6836' DH6836'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6836'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6836' DH6836'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6837 *********************************************************************** DH6837 HT_MOD - This is a Height Modernization Survey Station. DH6837 DESIGNATION - WCA3 30 DH6837 PID - DH6837 DH6837 STATE/COUNTY- FL/MIAMI-DADE DH6837 USGS QUAD - COOPERTOWN (1973) DH6837 DH6837 *CURRENT SURVEY CONTROL DH6837 ___________________________________________________________________ DH6837* NAD 83(1999)- 25 47 07.99785(N) 080 34 06.91634(W) ADJUSTED DH6837* NAVD 88 - 1.73 (meters) 5.7 (feet) GPS OBS DH6837 ___________________________________________________________________ DH6837 X - 941,689.635 (meters) COMP DH6837 Y - -5,668,995.790 (meters) COMP DH6837 Z - 2,757,679.426 (meters) COMP DH6837 LAPLACE CORR- -1.70 (seconds) DEFLEC99 DH6837 ELLIP HEIGHT- -22.77 (meters) (09/12/05) GPS OBS DH6837 GEOID HEIGHT- -24.49 (meters) GEOID03 DH6837 DH6837 HORZ ORDER - FIRST DH6837 ELLP ORDER - THIRD CLASS I DH6837 DH6837.The horizontal coordinates were established by GPS observations DH6837.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6837 DH6837.The orthometric height was determined by GPS observations and a DH6837.high-resolution geoid model using precise GPS observation and DH6837.processing techniques. DH6837 DH6837.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6837 DH6837.The Laplace correction was computed from DEFLEC99 derived deflections. DH6837 DH6837.The ellipsoidal height was determined by GPS observations DH6837.and is referenced to NAD 83. DH6837 DH6837.The geoid height was determined by GEOID03. DH6837 DH6837; North East Units Scale Factor Converg. DH6837;SPC FL E - 160,929.521 243,267.824 MT 0.99996428 +0 11 15.6 DH6837;UTM 17 - 2,852,006.594 543,253.061 MT 0.99962310 +0 11 15.6 DH6837 DH6837! - Elev Factor x Scale Factor = Combined Factor DH6837!SPC FL E - 1.00000358 x 0.99996428 = 0.99996786 DH6837!UTM 17 - 1.00000358 x 0.99962310 = 0.99962668 DH6837 DH6837 SUPERSEDED SURVEY CONTROL DH6837 DH6837.No superseded survey control is available for this station. DH6837 DH6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4325352007(NAD 83) DH6837_MARKER: F = FLANGE-ENCASED ROD DH6837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6837+WITH SETTING: INFORMATION. DH6837_STAMPING: WCA3-30 2005 DH6837_MARK LOGO: NGS DH6837_PROJECTION: PROJECTING 51 CENTIMETERS DH6837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6837+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6837_ROD/PIPE-DEPTH: 2.4 meters DH6837 DH6837 HISTORY - Date Condition Report By DH6837 HISTORY - 20050301 MONUMENTED FLDEP DH6837 DH6837 STATION DESCRIPTION DH6837 DH6837'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6837'THE MARK IS ABOUT 32.6 MI OF SOUTHWEST OF THE FORT DH6837'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 18.4 MI WEST OF THE MIAMI DH6837'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6837'TOWNSHIP OR RANGE GIVEN. DH6837' DH6837'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6837'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6837'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6837'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6837'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6837'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6837'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6837'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6837'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 4.45 MI DH6837'WEST OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE DH6837'MARK IS NORTH 25 47 07.99785, WEST 080 34 06.91634), A STAINLESS DH6837'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 8.0 FT, WITH AN NGS DH6837'LOGO CAP THAT PROJECTS 1.8 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6837'IS RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6837'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6837'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6837' DH6837'LOCATED 1.5 FT NORTH OF A NGS WITNESS POST. DH6837' DH6837'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6837'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6837' DH6837'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6838 *********************************************************************** DH6838 HT_MOD - This is a Height Modernization Survey Station. DH6838 DESIGNATION - WCA3 31 DH6838 PID - DH6838 DH6838 STATE/COUNTY- FL/MIAMI-DADE DH6838 USGS QUAD - LONG ISLAND (1973) DH6838 DH6838 *CURRENT SURVEY CONTROL DH6838 ___________________________________________________________________ DH6838* NAD 83(1999)- 25 46 36.23760(N) 080 38 16.84874(W) ADJUSTED DH6838* NAVD 88 - 1.80 (meters) 5.9 (feet) GPS OBS DH6838 ___________________________________________________________________ DH6838 X - 934,888.964 (meters) COMP DH6838 Y - -5,670,552.269 (meters) COMP DH6838 Z - 2,756,799.419 (meters) COMP DH6838 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DH6838 ELLIP HEIGHT- -22.59 (meters) (09/12/05) GPS OBS DH6838 GEOID HEIGHT- -24.38 (meters) GEOID03 DH6838 DH6838 HORZ ORDER - FIRST DH6838 ELLP ORDER - THIRD CLASS I DH6838 DH6838.The horizontal coordinates were established by GPS observations DH6838.and adjusted by the FL DEPT OF ENV PRO in September 2005. DH6838 DH6838.The orthometric height was determined by GPS observations and a DH6838.high-resolution geoid model using precise GPS observation and DH6838.processing techniques. DH6838 DH6838.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6838 DH6838.The Laplace correction was computed from DEFLEC99 derived deflections. DH6838 DH6838.The ellipsoidal height was determined by GPS observations DH6838.and is referenced to NAD 83. DH6838 DH6838.The geoid height was determined by GEOID03. DH6838 DH6838; North East Units Scale Factor Converg. DH6838;SPC FL E - 159,931.220 236,307.504 MT 0.99995745 +0 09 26.7 DH6838;UTM 17 - 2,851,008.633 536,295.116 MT 0.99961627 +0 09 26.7 DH6838 DH6838! - Elev Factor x Scale Factor = Combined Factor DH6838!SPC FL E - 1.00000355 x 0.99995745 = 0.99996100 DH6838!UTM 17 - 1.00000355 x 0.99961627 = 0.99961982 DH6838 DH6838 SUPERSEDED SURVEY CONTROL DH6838 DH6838.No superseded survey control is available for this station. DH6838 DH6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3629551009(NAD 83) DH6838_MARKER: F = FLANGE-ENCASED ROD DH6838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6838+WITH SETTING: INFORMATION. DH6838_STAMPING: WCA3-31 2005 DH6838_MARK LOGO: NGS DH6838_PROJECTION: PROJECTING 36 CENTIMETERS DH6838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6838+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005 DH6838_ROD/PIPE-DEPTH: 2.4 meters DH6838 DH6838 HISTORY - Date Condition Report By DH6838 HISTORY - 20050301 MONUMENTED FLDEP DH6838 DH6838 STATION DESCRIPTION DH6838 DH6838'DESCRIBED BY FL DEPT OF ENV PRO 2005 (RH) DH6838'THE MARK IS ABOUT 36.5 MI OF SOUTHWEST OF THE FORT DH6838'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 22.8 MI WEST OF THE MIAMI DH6838'INTERNATIONAL AIRPORT, THIS MARK IS IN UNSURVEYED LANDS, NO SECTION, DH6838'TOWNSHIP OR RANGE GIVEN. DH6838' DH6838'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI DH6838'TRAIL) AND THE FLORIDA TURNPIKE (STATE ROAD 821) IN WESTERN MIAMI, GO DH6838'WEST ON U.S. HIGHWAY 41 FOR 5.8 MI TO THE INTERSECTION OF STATE ROAD DH6838'997 (KROME AVENUE, SW 177 AVENUE), CONTINUE WEST ON U.S. HIGHWAY 41 DH6838'FOR 1.25 MI TO THE JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT ON THE DH6838'ROAD AND GO NORTH FOR 0.50 MI CROSSING A CANAL TO WATER CONTROL DH6838'STRUCTURE S334 TO A AIRBOAT RAMP, (NAD83 COORDINATES OF THE BOAT RAMP DH6838'IS NORTH 25 45 43.3, WEST 080 30 08.3), NOW BY AIRBOAT GO ALONG DH6838'VARIOUS AIRBOAT TRAILS TO THE MARK, THE MARK IS APPROXIMATELY 8.5 MI DH6838'WEST OF THE BOAT RAMP IN A STRAIGHT LINE, (NAD83 COORDINATES OF THE DH6838'MARK IS NORTH 25 46 36.23760, WEST 080 38 16.84874), A STAINLESS DH6838'STEEL ROD WAS DRIVEN TO REFUSAL TO A DEPTH OF 8.0 FT, WITH AN NGS DH6838'LOGO CAP THAT PROJECTS 1.2 FT ABOVE THE MUD BOTTOM, THE DATUM POINT DH6838'IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP, A TRIANGLE DH6838'SHAPED WOOD PLATFORM WAS BUILT AROUND THE MARK AND ROCKS WERE POURED DH6838'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD. DH6838' DH6838'LOCATED 1.3 FT EAST OF A NGS WITNESS POST. DH6838' DH6838'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST DH6838'AND MAYBE ONLY METHOD OF FINDING THE MARK. DH6838' DH6838'NOTE TWO MAGNETS WERE PLACED INSIDE THE 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC4781 *********************************************************************** AC4781 DESIGNATION - X 408 AC4781 PID - AC4781 AC4781 STATE/COUNTY- FL/MIAMI-DADE AC4781 USGS QUAD - WEST OF PENNSUCO (1973) AC4781 AC4781 *CURRENT SURVEY CONTROL AC4781 ___________________________________________________________________ AC4781* NAD 83(1999)- 25 53 21.71768(N) 080 36 06.43072(W) ADJUSTED AC4781* NAVD 88 - 4.924 (meters) 16.15 (feet) ADJUSTED AC4781 ___________________________________________________________________ AC4781 X - 937,586.729 (meters) COMP AC4781 Y - -5,664,598.335 (meters) COMP AC4781 Z - 2,768,031.853 (meters) COMP AC4781 LAPLACE CORR- -1.41 (seconds) DEFLEC99 AC4781 ELLIP HEIGHT- -19.59 (meters) (09/12/05) GPS OBS AC4781 GEOID HEIGHT- -24.52 (meters) GEOID03 AC4781 DYNAMIC HT - 4.916 (meters) 16.13 (feet) COMP AC4781 MODELED GRAV- 979,037.1 (mgal) NAVD 88 AC4781 AC4781 HORZ ORDER - FIRST AC4781 VERT ORDER - FIRST CLASS II AC4781 ELLP ORDER - THIRD CLASS I AC4781 AC4781.The horizontal coordinates were established by GPS observations AC4781.and adjusted by the FL DEPT OF ENV PRO in September 2005. AC4781 AC4781.The orthometric height was determined by differential leveling AC4781.and adjusted by the National Geodetic Survey in September 1992. AC4781 AC4781.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4781 AC4781.The Laplace correction was computed from DEFLEC99 derived deflections. AC4781 AC4781.The ellipsoidal height was determined by GPS observations AC4781.and is referenced to NAD 83. AC4781 AC4781.The geoid height was determined by GEOID03. AC4781 AC4781.The dynamic height is computed by dividing the NAVD 88 AC4781.geopotential number by the normal gravity value computed on the AC4781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4781.degrees latitude (g = 980.6199 gals.). AC4781 AC4781.The modeled gravity was interpolated from observed gravity values. AC4781 AC4781; North East Units Scale Factor Converg. AC4781;SPC FL E - 172,419.293 239,903.367 MT 0.99996083 +0 10 26.0 AC4781;UTM 17 - 2,863,492.446 539,889.752 MT 0.99961965 +0 10 26.0 AC4781 AC4781! - Elev Factor x Scale Factor = Combined Factor AC4781!SPC FL E - 1.00000308 x 0.99996083 = 0.99996391 AC4781!UTM 17 - 1.00000308 x 0.99961965 = 0.99962273 AC4781 AC4781 SUPERSEDED SURVEY CONTROL AC4781 AC4781 NAVD 88 (09/12/05) 4.92 (m) 16.1 (f) LEVELING 3 AC4781 NGVD 29 (09/01/92) 5.387 (m) 17.67 (f) ADJUSTED 1 2 AC4781 AC4781.Superseded values are not recommended for survey control. AC4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4781.See file dsdata.txt to determine how the superseded data were derived. AC4781 AC4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3989063492(NAD 83) AC4781_MARKER: F = FLANGE-ENCASED ROD AC4781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC4781_SP_SET: STAINLESS STEEL ROD AC4781_STAMPING: X 408 1992 AC4781_MARK LOGO: NGS AC4781_PROJECTION: FLUSH AC4781_MAGNETIC: I = MARKER IS A STEEL ROD AC4781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4781+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 AC4781_ROD/PIPE-DEPTH: 6.1 meters AC4781 AC4781 HISTORY - Date Condition Report By AC4781 HISTORY - 1992 MONUMENTED NGS AC4781 HISTORY - 20050603 GOOD FLDEP AC4781 AC4781 STATION DESCRIPTION AC4781 AC4781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AC4781'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION AC4781'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 1.0 KM AC4781'(0.60 MI) WESTERLY ALONG STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.3 AC4781'KM (0.20 MI) SOUTHWESTERLY ALONG A PAVED ROAD THROUGH HOLIDAY PARK, AC4781'THENCE 25.2 KM (15.65 MI) SOUTHWESTERLY ALONG A ROAD ON TOP OF LEVEE AC4781'NUMBER 67A, 12.8 M (42.0 FT) EAST-NORTHEAST OF THE SOUTH END OF A AC4781'TURN OUT, 7.0 M (23.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 1.0 M AC4781'(3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE AC4781'LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AC4781'5-INCH LOGO CAP. AC4781 AC4781 STATION RECOVERY (2005) AC4781 AC4781'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AC4781'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ7751 *********************************************************************** AJ7751 DESIGNATION - Y 527 AJ7751 PID - AJ7751 AJ7751 STATE/COUNTY- FL/MIAMI-DADE AJ7751 USGS QUAD - FORTYMILE BEND (1995) AJ7751 AJ7751 *CURRENT SURVEY CONTROL AJ7751 ___________________________________________________________________ AJ7751* NAD 83(1999)- 25 47 19.45368(N) 080 51 21.07668(W) ADJUSTED AJ7751* NAVD 88 - 2.658 (meters) 8.72 (feet) ADJUSTED AJ7751 ___________________________________________________________________ AJ7751 X - 913,230.796 (meters) COMP AJ7751 Y - -5,673,495.629 (meters) COMP AJ7751 Z - 2,757,997.407 (meters) COMP AJ7751 LAPLACE CORR- -1.01 (seconds) DEFLEC99 AJ7751 ELLIP HEIGHT- -21.50 (meters) (12/12/02) GPS OBS AJ7751 GEOID HEIGHT- -24.17 (meters) GEOID03 AJ7751 DYNAMIC HT - 2.654 (meters) 8.71 (feet) COMP AJ7751 MODELED GRAV- 979,024.5 (mgal) NAVD 88 AJ7751 AJ7751 HORZ ORDER - FIRST AJ7751 VERT ORDER - FIRST CLASS II AJ7751 ELLP ORDER - FOURTH CLASS I AJ7751 AJ7751.The horizontal coordinates were established by GPS observations AJ7751.and adjusted by the National Geodetic Survey in December 2002. AJ7751 AJ7751.The orthometric height was determined by differential leveling AJ7751.and adjusted by the National Geodetic Survey in March 2002. AJ7751 AJ7751.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7751 AJ7751.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7751 AJ7751.The ellipsoidal height was determined by GPS observations AJ7751.and is referenced to NAD 83. AJ7751 AJ7751.The geoid height was determined by GEOID03. AJ7751 AJ7751.The dynamic height is computed by dividing the NAVD 88 AJ7751.geopotential number by the normal gravity value computed on the AJ7751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7751.degrees latitude (g = 980.6199 gals.). AJ7751 AJ7751.The modeled gravity was interpolated from observed gravity values. AJ7751 AJ7751; North East Units Scale Factor Converg. AJ7751;SPC FL E - 161,219.087 214,456.379 MT 0.99994376 +0 03 45.8 AJ7751;UTM 17 - 2,852,296.062 514,451.446 MT 0.99960258 +0 03 45.8 AJ7751 AJ7751! - Elev Factor x Scale Factor = Combined Factor AJ7751!SPC FL E - 1.00000338 x 0.99994376 = 0.99994714 AJ7751!UTM 17 - 1.00000338 x 0.99960258 = 0.99960596 AJ7751 AJ7751 SUPERSEDED SURVEY CONTROL AJ7751 AJ7751 NAVD 88 (12/12/02) 2.66 (m) 8.7 (f) LEVELING 3 AJ7751 AJ7751.Superseded values are not recommended for survey control. AJ7751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7751.See file dsdata.txt to determine how the superseded data were derived. AJ7751 AJ7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1445152296(NAD 83) AJ7751_MARKER: F = FLANGE-ENCASED ROD AJ7751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AJ7751+WITH SETTING: INFORMATION. AJ7751_STAMPING: Y 527 2001 CERP AJ7751_MARK LOGO: NONE AJ7751_PROJECTION: RECESSED 13 CENTIMETERS AJ7751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ7751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7751+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 AJ7751_ROD/PIPE-DEPTH: 1.5 meters AJ7751 AJ7751 HISTORY - Date Condition Report By AJ7751 HISTORY - 2001 MONUMENTED LDBLS AJ7751 HISTORY - 2002 GOOD MAPTEC AJ7751 HISTORY - 20030930 GOOD FLDEP AJ7751 HISTORY - 20050603 GOOD FLDEP AJ7751 AJ7751 STATION DESCRIPTION AJ7751 AJ7751'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AJ7751'THE MARK IS ABOUT 104.8 KM (65.11 MI) SOUTHEAST OF NAPLES, ABOUT 56.9 AJ7751'KM (35.33 AJ7751'MI) NORTHWEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - AJ7751'FLORIDA AJ7751'DEPARTMENT OF TRANSPORTATION. AJ7751' AJ7751'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AJ7751'TRAIL) AND AJ7751'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 52.0 KM AJ7751'(32.30 MI) AJ7751'TO THE COLLIER-DADE COUNTY LINE, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 AJ7751'2.5 KM AJ7751'(1.57 MI) TO THE MARK ON THE LEFT. AJ7751' AJ7751'THE MARK IS 7.01 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. AJ7751'HIGHWAY 41, AJ7751'1.34 M (4.4 FT) NORTHEAST OF A STEEL GUARDRAIL, 1.10 M (3.6 FT) AJ7751'SOUTHWEST OF A AJ7751'CARSONITE WITNESS POST, AND ON A LINE PERPENDICULAR TO THE HIGHWAY AJ7751'WITH A 10- AJ7751'INCH ROUND WOOD POST HAVING A TIDE BOARD ATTACHED. THE DATUM POINT IS AJ7751'SET 13 CM AJ7751'(0.43 FT) BELOW THE LEVEL OF THE GROUND, AND ABOUT 0.46 M (1.5 FT) AJ7751'BELOW THE AJ7751'LEVEL OF THE HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN AJ7751'1.52 M (5.0 AJ7751'FT) TO REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER. AJ7751' AJ7751'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER. AJ7751' AJ7751' AJ7751 AJ7751 STATION RECOVERY (2002) AJ7751 AJ7751'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ7751'THE MARK IS ABOUT 104.8 KM (65.11 MI) SOUTHEAST OF NAPLES, ABOUT 56.9 AJ7751'KM (35.33 AJ7751'MI) NORTHWEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - AJ7751'FLORIDA AJ7751'DEPARTMENT OF TRANSPORTATION. AJ7751' AJ7751'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI AJ7751'TRAIL) AND AJ7751'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 52.0 KM AJ7751'(32.30 MI) AJ7751'TO THE COLLIER-DADE COUNTY LINE, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 AJ7751'2.5 KM AJ7751'(1.57 MI) TO THE MARK ON THE LEFT. AJ7751' AJ7751'THE MARK IS 7.01 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. AJ7751'HIGHWAY 41, AJ7751'1.34 M (4.4 FT) NORTHEAST OF A STEEL GUARDRAIL, 1.10 M (3.6 FT) AJ7751'SOUTHWEST OF A AJ7751'CARSONITE WITNESS POST, AND ON A LINE PERPENDICULAR TO THE HIGHWAY AJ7751'WITH A 10- AJ7751'INCH ROUND WOOD POST HAVING A TIDE BOARD ATTACHED. THE DATUM POINT IS AJ7751'SET 13 CM AJ7751'(0.43 FT) BELOW THE LEVEL OF THE GROUND, AND ABOUT 0.46 M (1.5 FT) AJ7751'BELOW THE AJ7751'LEVEL OF THE HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN AJ7751'1.52 M (5.0 AJ7751'FT) TO REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER. AJ7751' AJ7751'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER. AJ7751' AJ7751'STATION RECOVERY (2002) AJ7751'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP) AJ7751'RECOVERED AS DESCRIBED. AJ7751' AJ7751' AJ7751 AJ7751 STATION RECOVERY (2003) AJ7751 AJ7751'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (PBM) AJ7751'RECOVERED AS DESCRIBED. AJ7751' AJ7751' AJ7751 AJ7751 STATION RECOVERY (2005) AJ7751 AJ7751'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AJ7751'RECOVERED IN GOOD CONDITION.