1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AR1096 *********************************************************************** AR1096 DESIGNATION - I75 73 A24 AR1096 PID - AR1096 AR1096 STATE/COUNTY- FL/MARION AR1096 USGS QUAD - SHADY (1991) AR1096 AR1096 *CURRENT SURVEY CONTROL AR1096 ___________________________________________________________________ AR1096* NAD 83(1990)- 29 05 13.67311(N) 082 11 07.68566(W) ADJUSTED AR1096* NAVD 88 - 28.319 (meters) 92.91 (feet) POSTED AR1096 ___________________________________________________________________ AR1096 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AR1096 GEOID HEIGHT- -27.73 (meters) GEOID99 AR1096 DYNAMIC HT - 28.280 (meters) 92.78 (feet) COMP AR1096 MODELED GRAV- 979,230.5 (mgal) NAVD 88 AR1096 AR1096 HORZ ORDER - SECOND AR1096 VERT ORDER - * POSTED, Code F , SEE BELOW AR1096 AR1096.The horizontal coordinates were established by classical geodetic methods AR1096.and adjusted by the National Geodetic Survey in March 1992. AR1096 AR1096.The orthometric height was determined by differential leveling AR1096.and adjusted by the National Geodetic Survey in 1992. AR1096.* This is a POSTED BENCH MARK height. Code F indicates a distribution AR1096.rate greater than 8.0 mm/km. AR1096 AR1096.The Laplace correction was computed from DEFLEC99 derived deflections. AR1096 AR1096.The geoid height was determined by GEOID99. AR1096 AR1096.The dynamic height is computed by dividing the NAVD 88 AR1096.geopotential number by the normal gravity value computed on the AR1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1096.degrees latitude (g = 980.6199 gals.). AR1096 AR1096.The modeled gravity was interpolated from observed gravity values. AR1096 AR1096; North East Units Scale Converg. AR1096;SPC FL W - 526,701.022 181,944.399 MT 0.99994520 -0 05 24.6 AR1096;UTM 17 - 3,218,219.373 384,628.066 MT 0.99976425 -0 34 34.9 AR1096 AR1096: Primary Azimuth Mark Grid Az AR1096:SPC FL W - I75 73 A23 174 21 07.3 AR1096:UTM 17 - I75 73 A23 174 50 17.6 AR1096 AR1096|---------------------------------------------------------------------| AR1096| PID Reference Object Distance Geod. Az | AR1096| dddmmss.s | AR1096| AR1097 I75 73 A24 RM 1 15.373 METERS 00159 | AR1096| AR1099 I75 73 A23 APPROX. 0.8 KM 1741542.7 | AR1096| AR1098 I75 73 A24 RM 2 13.682 METERS 17908 | AR1096|---------------------------------------------------------------------| AR1096 AR1096 SUPERSEDED SURVEY CONTROL AR1096 AR1096 NAD 83(1990)- 29 05 13.67256(N) 082 11 07.68591(W) AD( ) 2 AR1096 NAD 83(1986)- 29 05 13.67849(N) 082 11 07.69452(W) AD( ) 2 AR1096 NAD 27 - 29 05 12.75779(N) 082 11 08.35875(W) AD( ) 2 AR1096 NGVD 29 - 28.618 (m) 93.89 (f) ADJ UNCH 2 1 AR1096 AR1096.Superseded values are not recommended for survey control. AR1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1096.See file dsdata.txt to determine how the superseded data were derived. AR1096 AR1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8462818219(NAD 83) AR1096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION AR1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1096+STABILITY: SURFACE MOTION AR1096 AR1096 HISTORY - Date Condition Report By AR1096 HISTORY - 1973 MONUMENTED FLDT AR1096 HISTORY - 20021123 GOOD BAH AR1096 AR1096 STATION DESCRIPTION AR1096 AR1096'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM) AR1096'STATION IS LOCATED ABOUT 8-1/2 MILES WEST-NORTHWEST OF BELLEVIEW AND AR1096'7-1/2 MILES SOUTH-SOUTHWEST OF OCALA, ON THE WEST SIDE OF INTERSTATE AR1096'ROUTE 75, AT TOP OF A HILL. AR1096' AR1096'TO REACH STATION FROM THE MARION COUNTY COURTHOUSE IN OCALA. GO AR1096'SOUTH ON U.S. ROUTES 27 AND 301 FOR 0.1 MILE TO INTERSECTION OF AR1096'STATE ROUTE 40. TURN RIGHT AND GO WEST ON STATE ROUTE 40 FOR 2.7 AR1096'MILES TO INTERSECTION OF INTERSTATE ROUTE 75. GO SOUTH ON AR1096'INTERSTATE ROUTE 75 FOR 4.40 MILES TO INTERSECTION OF WILLIAMS ROAD. AR1096'CONTINUE SOUTH ON INTERSTATE ROUTE 75 FOR 2.40 MILES TO STATION AR1096'ON RIGHT, WEST SIDE OF SOUTHBOUND LANE, NEAR RIGHT-OF-WAY AR1096'FENCELINE. AR1096' AR1096'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION AR1096'BRASS DISK, STAMPED I75 73 A24, SET IN THE TOP OF A ROUND CONCRETE AR1096'MONUMENT THAT IS 3 INCHES BELOW THE GROUND. IT IS 4.6 FEET EAST OF AR1096'A METAL WITNESS POST, 4.8 FEET EAST OF THE RIGHT-OF-WAY FENCELINE AR1096'AND 99.4 FEET WEST OF CENTER OF SOUTHBOUND LANE OF INTERSTATE AR1096'ROUTE 75. AR1096' AR1096'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AR1096'TRANSPORTATION BRASS DISK, STAMPED I75 73 A24 RM 1, SET IN THE TOP AR1096'OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND. IT AR1096'IS 5.8 FEET EAST OF A METAL WITNESS POST, 6.3 FEET EAST OF THE AR1096'RIGHT-OF-WAY FENCELINE AND 97.9 FEET WEST OF CENTER OF AR1096'SOUTHBOUND LANE OF INTERSTATE ROUTE 75. AR1096' AR1096'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AR1096'TRANSPORTATION BRASS DISK, STAMPED I75 73 A24 RM 2, SET IN THE TOP AR1096'OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND. IT IS AR1096'5.3 FEET EAST OF A METAL WITNESS POST, 5.8 FEET EAST OF THE AR1096'RIGHT-OF-WAY FENCELINE AND 98.4 FEET WEST OF CENTER OF SOUTHBOUND AR1096'LANE OF INTERSTATE ROUTE 75. AR1096' AR1096'DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2 AR1096'IS 29.002 METERS, OR 95.16 FEET. AR1096 AR1096 STATION RECOVERY (2002) AR1096 AR1096'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (CMM) AR1096'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AR1097 *********************************************************************** AR1097 DESIGNATION - I75 73 A24 RM 1 AR1097 PID - AR1097 AR1097 STATE/COUNTY- FL/MARION AR1097 USGS QUAD - SHADY (1991) AR1097 AR1097 *CURRENT SURVEY CONTROL AR1097 ___________________________________________________________________ AR1097* NAD 83(1986)- 29 05 19. (N) 082 11 07. (W) SCALED AR1097* NAVD 88 - 28.418 (meters) 93.23 (feet) POSTED AR1097 ___________________________________________________________________ AR1097 GEOID HEIGHT- -27.73 (meters) GEOID99 AR1097 DYNAMIC HT - 28.380 (meters) 93.11 (feet) COMP AR1097 MODELED GRAV- 979,230.5 (mgal) NAVD 88 AR1097 AR1097 VERT ORDER - * POSTED, Code E , SEE BELOW AR1097 AR1097.The horizontal coordinates were scaled from a topographic map and have AR1097.an estimated accuracy of +/- 6 seconds. AR1097 AR1097.The orthometric height was determined by differential leveling AR1097.and adjusted by the National Geodetic Survey in 1992. AR1097.* This is a POSTED BENCH MARK height. Code E indicates a distribution AR1097.rate of 4.1 thru 8.0 mm/km. AR1097 AR1097.The geoid height was determined by GEOID99. AR1097 AR1097.The dynamic height is computed by dividing the NAVD 88 AR1097.geopotential number by the normal gravity value computed on the AR1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1097.degrees latitude (g = 980.6199 gals.). AR1097 AR1097.The modeled gravity was interpolated from observed gravity values. AR1097 AR1097; North East Units Estimated Accuracy AR1097;SPC FL W - 526,870. 181,960. MT (+/- 180 meters Scaled) AR1097 AR1097 SUPERSEDED SURVEY CONTROL AR1097 AR1097 NGVD 29 - 28.717 (m) 94.22 (f) ADJ UNCH 2 1 AR1097 AR1097.Superseded values are not recommended for survey control. AR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1097.See file dsdata.txt to determine how the superseded data were derived. AR1097 AR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN846183(NAD 83) AR1097_MARKER: DR = REFERENCE MARK DISK AR1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1097_STAMPING: I75 73 A24 RM1 AR1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1097+STABILITY: SURFACE MOTION AR1097 AR1097 HISTORY - Date Condition Report By AR1097 HISTORY - 1973 MONUMENTED FLHD AR1097 HISTORY - 1973 GOOD FLDT AR1097 HISTORY - 20021123 GOOD BAH AR1097 AR1097 STATION DESCRIPTION AR1097 AR1097'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AR1097'7.8 MI SW FROM OCALA. AR1097'FROM THE INTERSECTION OF STATE ROAD 200 AND U.S. ROUTE 301 IN AR1097'OCALA PROCEED SOUTHWEST ON STATE ROAD 200 FOR ABOUT 3.6 MILES TO AR1097'INTERSTATE ROUTE 75, THEN SOUTH ON INTERSTATE ROUTE 75 FOR ABOUT AR1097'4.2 MILES AND REFERENCE MARK, WHICH IS SET IN THE TOP OF A ROUND AR1097'CONCRETE MONUMENT 1 INCH BELOW GROUND. IT IS 5.8 FEET EAST OF A AR1097'METAL WITNESS POST, 6.3 FEET EAST OF THE RIGHT OF WAY FENCE, AND AR1097'97.9 FEET WEST OF THE CENTERLINE OF INTERSTATE ROUTE 75 SOUTHBOUND AR1097'LANES. SECTION 23, T 16S, R 21E. AR1097 AR1097 STATION RECOVERY (2002) AR1097 AR1097'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (CMM) AR1097'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AR1098 *********************************************************************** AR1098 DESIGNATION - I75 73 A24 RM 2 AR1098 PID - AR1098 AR1098 STATE/COUNTY- FL/MARION AR1098 USGS QUAD - SHADY (1991) AR1098 AR1098 *CURRENT SURVEY CONTROL AR1098 ___________________________________________________________________ AR1098* NAD 83(1986)- 29 05 19. (N) 082 11 07. (W) SCALED AR1098* NAVD 88 - 28.344 (meters) 92.99 (feet) POSTED AR1098 ___________________________________________________________________ AR1098 GEOID HEIGHT- -27.73 (meters) GEOID99 AR1098 DYNAMIC HT - 28.300 (meters) 92.85 (feet) COMP AR1098 MODELED GRAV- 979,230.5 (mgal) NAVD 88 AR1098 AR1098 VERT ORDER - * POSTED, Code E , SEE BELOW AR1098 AR1098.The horizontal coordinates were scaled from a topographic map and have AR1098.an estimated accuracy of +/- 6 seconds. AR1098 AR1098.The orthometric height was determined by differential leveling AR1098.and adjusted by the National Geodetic Survey in 1992. AR1098.* This is a POSTED BENCH MARK height. Code E indicates a distribution AR1098.rate of 4.1 thru 8.0 mm/km. AR1098 AR1098.The geoid height was determined by GEOID99. AR1098 AR1098.The dynamic height is computed by dividing the NAVD 88 AR1098.geopotential number by the normal gravity value computed on the AR1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1098.degrees latitude (g = 980.6199 gals.). AR1098 AR1098.The modeled gravity was interpolated from observed gravity values. AR1098 AR1098; North East Units Estimated Accuracy AR1098;SPC FL W - 526,870. 181,960. MT (+/- 180 meters Scaled) AR1098 AR1098 SUPERSEDED SURVEY CONTROL AR1098 AR1098 NGVD 29 - 28.644 (m) 93.98 (f) ADJ UNCH 2 1 AR1098 AR1098.Superseded values are not recommended for survey control. AR1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1098.See file dsdata.txt to determine how the superseded data were derived. AR1098 AR1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN846183(NAD 83) AR1098_MARKER: DR = REFERENCE MARK DISK AR1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1098_STAMPING: I75 73 A24 RM2 AR1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1098+STABILITY: SURFACE MOTION AR1098 AR1098 HISTORY - Date Condition Report By AR1098 HISTORY - 1973 MONUMENTED FLHD AR1098 HISTORY - 1973 GOOD FLDT AR1098 HISTORY - 20021123 GOOD BAH AR1098 AR1098 STATION DESCRIPTION AR1098 AR1098'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AR1098'7.8 MI SW FROM OCALA. AR1098'FROM THE INTERSECTION OF STATE ROAD 200 AND U.S. ROUTE 301 IN AR1098'OCALA, PROCEED SOUTHWEST ON STATE ROAD 200 FOR ABOUT 3.6 MILES AR1098'TO INTERSTATE ROUTE 75, THEN SOUTH ON INTERSTATE ROUTE 75 FOR AR1098'ABOUT 4.2 MILES AND REFERENCE MARK, WHICH IS SET IN THE TOP OF A AR1098'ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND. IT IS 5.3 FEET AR1098'EAST OF A METAL WITNESS POST, 5.8 FEET EAST OF THE RIGHT OF WAY AR1098'FENCE AND 98.4 FEET WEST OF THE CENTERLINE OF INTERSTATE ROUTE AR1098'75 SOUTHBOUND LANES. SECTION 23, T 16S, R 21E. AR1098 AR1098 STATION RECOVERY (2002) AR1098 AR1098'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (CMM) AR1098'RECOVERED IN GOOD CONDITION.