1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7373 *********************************************************************** AG7373 DESIGNATION - 84 ERS USGS RESET 1978 AG7373 PID - AG7373 AG7373 STATE/COUNTY- FL/CHARLOTTE AG7373 USGS QUAD - PUNTA GORDA (1987) AG7373 AG7373 *CURRENT SURVEY CONTROL AG7373 ___________________________________________________________________ AG7373* NAD 83(1986)- 26 58 50. (N) 082 01 21. (W) SCALED AG7373* NAVD 88 - 2.19 (+/-2cm) 7.2 (feet) VERTCON AG7373 ___________________________________________________________________ AG7373 GEOID HEIGHT- -24.10 (meters) GEOID03 AG7373 AG7373 VERT ORDER - THIRD (See Below) AG7373 AG7373.The horizontal coordinates were scaled from a topographic map and have AG7373.an estimated accuracy of +/- 6 seconds. AG7373 AG7373.The NAVD 88 height was computed by applying the VERTCON shift value to AG7373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7373.The vertical order pertains to the NGVD 29 superseded value. AG7373 AG7373.The geoid height was determined by GEOID03. AG7373 AG7373; North East Units Estimated Accuracy AG7373;SPC FL W - 293,250. 197,770. MT (+/- 180 meters Scaled) AG7373 AG7373 SUPERSEDED SURVEY CONTROL AG7373 AG7373 NGVD 29 (08/19/04) 2.53 (m) 8.3 (f) RESET 3 AG7373 AG7373.Superseded values are not recommended for survey control. AG7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7373.See file dsdata.txt to determine how the superseded data were derived. AG7373 AG7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK985846(NAD 83) AG7373_MARKER: DB = BENCH MARK DISK AG7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7373_STAMPING: 84 ERS RESET 1978 AG7373_PROJECTION: FLUSH AG7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7373+STABILITY: SURFACE MOTION AG7373 AG7373 HISTORY - Date Condition Report By AG7373 HISTORY - 1978 MONUMENTED NGS AG7373 HISTORY - 1990 MARK NOT FOUND USPSQD AG7373 AG7373 STATION DESCRIPTION AG7373 AG7373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AG7373'6.3 MI NE FROM PUNTA GORDA. AG7373'2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION AG7373'OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE 3.65 MILES EAST AG7373'ALONG STATE HIGHWAY 776, 200.0 FEET SOUTH-SOUTHEAST OF THE AG7373'CENTERLINE OF STATE HIGHWAY 776, 247.0 FEET EAST OF THE APPROX. AG7373'CENTER OF INTERSTATE 75, AND 2.0 FEET SOUTHWEST OF A METAL AG7373'WITNESS POST. AG7373'THE MARK IS 2.5 FT N FROM A WITNESS POST. AG7373 AG7373 STATION RECOVERY (1990) AG7373 AG7373'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7373'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7382 *********************************************************************** AG7382 DESIGNATION - ACLINE 2 AG7382 PID - AG7382 AG7382 STATE/COUNTY- FL/CHARLOTTE AG7382 USGS QUAD - PUNTA GORDA (1987) AG7382 AG7382 *CURRENT SURVEY CONTROL AG7382 ___________________________________________________________________ AG7382* NAD 83(1990)- 26 53 33.16074(N) 082 01 30.72297(W) ADJUSTED AG7382* NAVD 88 - 1.810 (meters) 5.94 (feet) ADJUSTED AG7382 ___________________________________________________________________ AG7382 LAPLACE CORR- -1.35 (seconds) DEFLEC99 AG7382 GEOID HEIGHT- -24.01 (meters) GEOID03 AG7382 DYNAMIC HT - 1.807 (meters) 5.93 (feet) COMP AG7382 MODELED GRAV- 979,109.2 (mgal) NAVD 88 AG7382 AG7382 HORZ ORDER - THIRD AG7382 VERT ORDER - SECOND CLASS II AG7382 AG7382.The horizontal coordinates were established by classical geodetic methods AG7382.and adjusted by the National Geodetic Survey in May 1991. AG7382 AG7382.The orthometric height was determined by differential leveling AG7382.and adjusted by the National Geodetic Survey in June 1991. AG7382 AG7382.The Laplace correction was computed from DEFLEC99 derived deflections. AG7382 AG7382.The geoid height was determined by GEOID03. AG7382 AG7382.The dynamic height is computed by dividing the NAVD 88 AG7382.geopotential number by the normal gravity value computed on the AG7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7382.degrees latitude (g = 980.6199 gals.). AG7382 AG7382.The modeled gravity was interpolated from observed gravity values. AG7382 AG7382; North East Units Scale Factor Converg. AG7382;SPC FL W - 283,498.661 197,496.469 MT 0.99994125 -0 00 41.0 AG7382;UTM 17 - 2,974,945.709 398,184.772 MT 0.99972797 -0 27 49.5 AG7382 AG7382! - Elev Factor x Scale Factor = Combined Factor AG7382!SPC FL W - 1.00000349 x 0.99994125 = 0.99994474 AG7382!UTM 17 - 1.00000349 x 0.99972797 = 0.99973146 AG7382 AG7382|---------------------------------------------------------------------| AG7382| PID Reference Object Distance Geod. Az | AG7382| dddmmss.s | AG7382| AG1641 ACLINE 17.718 METERS 06111 | AG7382| AG7380 ACLINE 2 RM 3 20.986 METERS 14018 | AG7382| AG7383 ACLINE 2 RM 4 12.119 METERS 31721 | AG7382| AG7381 ACLINE 2 AZ MK 374.472 METERS 31927 | AG7382| AG1639 ACLINE AZ MK 3211535.9 | AG7382| AG7943 ACLINE 2 RM 5 9.629 METERS 35029 | AG7382|---------------------------------------------------------------------| AG7382 AG7382 SUPERSEDED SURVEY CONTROL AG7382 AG7382 NAD 83(1986)- 26 53 33.16081(N) 082 01 30.73757(W) AD( ) 3 AG7382 NAD 27 - 26 53 31.93630(N) 082 01 31.42001(W) AD( ) 3 AG7382 NGVD 29 (09/01/92) 2.159 (m) 7.08 (f) ADJUSTED 2 2 AG7382 AG7382.Superseded values are not recommended for survey control. AG7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7382.See file dsdata.txt to determine how the superseded data were derived. AG7382 AG7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9818574946(NAD 83) AG7382_MARKER: DS = TRIANGULATION STATION DISK AG7382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7382_STAMPING: ACLINE 2 1980 AG7382_MARK LOGO: NGS AG7382_PROJECTION: FLUSH AG7382_MAGNETIC: N = NO MAGNETIC MATERIAL AG7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7382+STABILITY: SURFACE MOTION AG7382 AG7382 HISTORY - Date Condition Report By AG7382 HISTORY - 1980 MONUMENTED NGS AG7382 HISTORY - 1980 GOOD NGS AG7382 HISTORY - 1981 GOOD NOS AG7382 HISTORY - 1982 GOOD FLDT AG7382 HISTORY - 1983 GOOD FLDT AG7382 HISTORY - 1989 GOOD USPSQD AG7382 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7382 HISTORY - 19950616 MARK NOT FOUND USPSQD AG7382 HISTORY - 20021225 GOOD USPSQD AG7382 AG7382 STATION DESCRIPTION AG7382 AG7382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) AG7382'STATION IS LOCATED ABOUT 3.4 MILES SOUTHEAST OF PUNTA GORDA, 0.4 MILE AG7382'NORTHWEST OF BRIDGE OVER ALLIGATOR CREEK, ABOUT 60 YARDS SOUTHWEST AG7382'OF THE RAILROAD TRACK AND AT THE JUNCTION OF U.S. HIGHWAY 41 AND AG7382'MADRID BOULEVARD. AG7382' AG7382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 41 IN PUNTA GORDA, AG7382'GO SOUTHEAST ON HIGHWAY 41 FOR 3.4 MILES TO MADRID BOULEVARD AND THE AG7382'STATION ON RIGHT. AG7382' AG7382'STATION MARKS ARE STANDARD DISKS STAMPED ACLINE 2 1980. THE SURFACE AG7382'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AG7382'SET FLUSH WITH THE GROUND SURFACE. IT IS 72.0 FEET SOUTHWEST OF THE AG7382'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 41, 73.0 FEET SOUTHEAST AG7382'OF THE CENTER OF MADRID BOULEVARD, 167.0 FEET SOUTHEAST OF A SIGN AG7382'BURNT STORE GOLF AND RACQUET CLUB, 41.5 FEET SOUTHEAST OF A POWER AG7382'LINE POLE, 2.4 FEET NORTHWEST OF A METAL WITNESS POST, 2.2 FEET AG7382'SOUTHEAST OF A METAL WITNESS POST AND 2.0 FEET NORTHEAST OF THE AG7382'RIGHT-OF-WAY LINE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN AG7382'IRREGULAR MASS OF CONCRETE 36-INCHES BELOW THE GROUND SURFACE. AG7382' AG7382'REFERENCE MARK 3 A STANDARD DISK STAMPED ACLINE 2 NO 3 1980, IS SET AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AG7382'WITH THE GROUND SURFACE. IT IS 142.5 FEET SOUTHEAST OF THE CENTER AG7382'OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE SOUTH BOUND LANE OF AG7382'U.S. HIGHWAY 41, 31.0 FEET EAST-SOUTHEAST OF A 12-INCH PINE TREE AND AG7382'1.1 FEET NORTHEAST OF A METAL WITNESS POST. AG7382' AG7382'REFERENCE MARK 4 A STANDARD DISK STAMPED ACLINE 2 NO 4 1980, IS SET AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AG7382'WITH THE GROUND. IT IS 73.0 FEET SOUTHWEST OF THE CENTER OF AG7382'U.S. HIGHWAY 41 SOUTH BOUND LANE, 34.0 FEET SOUTHEAST OF THE CENTER AG7382'OF MADRID BOULEVARD, 2.0 FEET SOUTHEAST OF A POWER LINE POLE AND 1.3 AG7382'FEET SOUTHEAST OF A METAL WITNESS POST. AG7382' AG7382'AZIMUTH MARK, A STANDARD DISK STAMPED ACLINE 2 1980, IS SET IN THE AG7382'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AG7382'SURFACE OF GROUND. IT IS 64.5 FEET SOUTHWEST OF THE SOUTH BOUND AG7382'LANE OF HIGHWAYS CENTER, 2.0 FEET NORTHEAST OF POWER LINE POLE 82, AG7382'2.0 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY AND 1.5 FEET NORTHEAST OF AG7382'A METAL WITNESS POST. AG7382' AG7382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY AG7382'41 FOR 0.25 MILE TO MARK ON LEFT. AG7382 AG7382 STATION RECOVERY (1980) AG7382 AG7382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 AG7382'3.4 MI SE FROM PUNTA GORDA. AG7382'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7382'U.S.HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 167.0 FEET SOUTHEAST OF THE AG7382'CENTER OF SIGN BURNT STORE GOLF AND RACQUET CLUB, 73.0 FEET AG7382'SOUTHEAST OF THE CENTER OF MADRID BOULVARD, 72.0 FEET SOUTHWEST AG7382'OF THE CENTER OF HIGHWAY 41, 41.5 FEET SOUTHEAST OF A POWERLINE AG7382'POLE. AG7382'THE MARK IS 2.2 FT SE FROM A WITNESS POST. AG7382 AG7382 STATION RECOVERY (1981) AG7382 AG7382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH) AG7382'THE STATION, REFERENCE MARK 3, AND THE AZIMUTH MARK WERE RECOVERED AG7382'AS DESCRIBED. A THIRD-ORDER POSITION WAS SET ON THE AZIMUTH MARK. AG7382'THE STATION IS ALSO A BENCH MARK. AG7382' AG7382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.72 METERS. AG7382 AG7382 STATION RECOVERY (1982) AG7382 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7382'RECOVERED IN GOOD CONDITION. AG7382 AG7382 STATION RECOVERY (1983) AG7382 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983 (CBM) AG7382'HORIZONTAL DESCRIPTION FOR ACLINE 2 NOT AVAILABLE. SEE NEW AG7382'DESCRIPTION. AG7382' AG7382'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF PUNTA GORDA AND AG7382'ABOUT 17 MILES NORTHWEST OF FORT MYERS, ON U.S. ROUTE 41 RIGHT-OF-WAY. AG7382' AG7382'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 17 AT PUNTA AG7382'GORDA, GO SOUTHEAST ALONG U.S. HIGHWAY 41 FOR 3.4 MILES TO STATION ON AG7382'SOUTHWEST SIDE OF U.S. HIGHWAY 41 SOUTHBOUND LANE. AG7382' AG7382'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK, AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT AG7382'IS 1 INCH BELOW GROUND. IT IS 2.5 FEET NORTHWEST OF METAL WITNESS AG7382'POST, 40.8 FEET SOUTHEAST OF UTILITY POLE, 69.3 FEET SOUTHWEST OF AG7382'CENTER OF U.S. HIGHWAY 41 SOUTHBOUND LANE AND 73.5 FEET SOUTHEAST OF AG7382'MADRID BOULEVARD. AG7382' AG7382'REFERENCE MARK NUMBER 3 IS A STANDARD NATIONAL GEODETIC SURVEY BRASS AG7382'DISK, STAMPED---ACLINE NO 3 1980---, SET IN TOP OF ROUND CONCRETE AG7382'MONUMENT THAT IS 4 INCHES BELOW GROUND. IT IS 1.0 FOOT NORTHEAST OF AG7382'METAL WITNESS POST, 30.5 FEET EAST-SOUTHEAST OF AN 8 INCH PINE TREE, AG7382'70.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND AG7382'142.4 FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD. AG7382' AG7382'REFERENCE MARK NUMBER 4 HAD BEEN DISTURBED. REFERENCE MARK NUMBER 4 AG7382'DESTROYED AND REFERENCE MARK NUMBER 5 ESTABLISHED. AG7382' AG7382'REFERENCE MARK NUMBER 5 IS A STANDARD FLORIDA DEPARTMENT OF AG7382'TRANSPORTATION BRASS DISK, STAMPED---ACLINE 2 NO 5 1983---, SET FLUSH AG7382'IN DRILL HOLE IN CONCRETE CULVERT HEADWALL. IT IS 7.0 FEET NORTHEAST AG7382'OF SOUTHWEST END OF HEADWALL, 22.5 FEET EAST OF UTILITY POLE, 47.5 AG7382'FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD AND 53 FEET SOUTHWEST OF AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AG7382' AG7382'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK, AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT AG7382'IS 2 INCHES BELOW GROUND. IT IS 1.3 FEET NORTHEAST OF METAL WITNESS AG7382'POST, 1.5 FEET NORTHEAST OF UTILITY POLE, 63.5 FEET SOUTHWEST OF AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND 130.5 FEET NORTHWEST OF AG7382'CENTER OF SOUTHWEST END OF CONCRETE PIPE. IT IS ABOUT 0.25 MILE AG7382'NORTHWEST OF STATION. AG7382 AG7382 STATION RECOVERY (1989) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7382'RECOVERED IN GOOD CONDITION. AG7382 AG7382 STATION RECOVERY (1992) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7382'MARK NOT FOUND. AG7382 AG7382 STATION RECOVERY (1995) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7382'MARK NOT FOUND. AG7382 AG7382 STATION RECOVERY (2002) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK) AG7382'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7380 *********************************************************************** AG7380 DESIGNATION - ACLINE 2 RM 3 AG7380 PID - AG7380 AG7380 STATE/COUNTY- FL/CHARLOTTE AG7380 USGS QUAD - PUNTA GORDA (1987) AG7380 AG7380 *CURRENT SURVEY CONTROL AG7380 ___________________________________________________________________ AG7380* NAD 83(1990)- 26 53 32.63609(N) 082 01 30.23730(W) ADJUSTED AG7380* NAVD 88 - 1.817 (meters) 5.96 (feet) ADJUSTED AG7380 ___________________________________________________________________ AG7380 LAPLACE CORR- -1.35 (seconds) DEFLEC99 AG7380 GEOID HEIGHT- -24.01 (meters) GEOID03 AG7380 DYNAMIC HT - 1.815 (meters) 5.95 (feet) COMP AG7380 MODELED GRAV- 979,109.2 (mgal) NAVD 88 AG7380 AG7380 HORZ ORDER - SECOND AG7380 VERT ORDER - SECOND CLASS II AG7380 AG7380.The horizontal coordinates were established by classical geodetic methods AG7380.and adjusted by the National Geodetic Survey in May 1991. AG7380 AG7380.The orthometric height was determined by differential leveling AG7380.and adjusted by the National Geodetic Survey in June 1991. AG7380 AG7380.The Laplace correction was computed from DEFLEC99 derived deflections. AG7380 AG7380.The geoid height was determined by GEOID03. AG7380 AG7380.The dynamic height is computed by dividing the NAVD 88 AG7380.geopotential number by the normal gravity value computed on the AG7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7380.degrees latitude (g = 980.6199 gals.). AG7380 AG7380.The modeled gravity was interpolated from observed gravity values. AG7380 AG7380; North East Units Scale Factor Converg. AG7380;SPC FL W - 283,482.511 197,509.868 MT 0.99994125 -0 00 40.8 AG7380;UTM 17 - 2,974,929.458 398,198.040 MT 0.99972794 -0 27 49.3 AG7380 AG7380! - Elev Factor x Scale Factor = Combined Factor AG7380!SPC FL W - 1.00000349 x 0.99994125 = 0.99994474 AG7380!UTM 17 - 1.00000349 x 0.99972794 = 0.99973143 AG7380 AG7380 SUPERSEDED SURVEY CONTROL AG7380 AG7380 NAD 83(1986)- 26 53 32.63614(N) 082 01 30.25188(W) AD( ) 2 AG7380 NGVD 29 (09/01/92) 2.167 (m) 7.11 (f) ADJUSTED 2 2 AG7380 AG7380.Superseded values are not recommended for survey control. AG7380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7380.See file dsdata.txt to determine how the superseded data were derived. AG7380 AG7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9819874929(NAD 83) AG7380_MARKER: DR = REFERENCE MARK DISK AG7380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7380_STAMPING: ACLINE 2 NO 3 1980 AG7380_MARK LOGO: NGS AG7380_PROJECTION: FLUSH AG7380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7380+STABILITY: SURFACE MOTION AG7380 AG7380 HISTORY - Date Condition Report By AG7380 HISTORY - 1980 MONUMENTED NGS AG7380 HISTORY - 1982 GOOD FLDT AG7380 HISTORY - 1989 MARK NOT FOUND USPSQD AG7380 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7380 HISTORY - 19950616 MARK NOT FOUND USPSQD AG7380 AG7380 STATION DESCRIPTION AG7380 AG7380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7380'3.4 MI SE FROM PUNTA GORDA. AG7380'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7380'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 142.5 FEET SOUTHEAST OF AG7380'THE CENTER OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE CENTER AG7380'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, AND 31.0 FEET AG7380'EAST-SOUTHEAST OF A 12-INCH PINE TREE. AG7380'THE MARK IS 1.1 FT NE FROM A WITNESS POST. AG7380 AG7380 STATION RECOVERY (1982) AG7380 AG7380'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7380'RECOVERED IN GOOD CONDITION. AG7380 AG7380 STATION RECOVERY (1989) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7380'MARK NOT FOUND. AG7380 AG7380 STATION RECOVERY (1992) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7380'MARK NOT FOUND. AG7380 AG7380 STATION RECOVERY (1995) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7380'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7383 *********************************************************************** AG7383 DESIGNATION - ACLINE 2 RM 4 AG7383 PID - AG7383 AG7383 STATE/COUNTY- FL/CHARLOTTE AG7383 USGS QUAD - PUNTA GORDA (1987) AG7383 AG7383 *CURRENT SURVEY CONTROL AG7383 ___________________________________________________________________ AG7383* NAD 83(1986)- 26 53 32. (N) 082 01 30. (W) SCALED AG7383* NAVD 88 - 1.65 (meters) 5.4 (feet) RESET AG7383 ___________________________________________________________________ AG7383 GEOID HEIGHT- -24.01 (meters) GEOID03 AG7383 AG7383 VERT ORDER - THIRD AG7383 AG7383.The horizontal coordinates were scaled from a topographic map and have AG7383.an estimated accuracy of +/- 6 seconds. AG7383 AG7383.The orthometric height was computed from unverified reset data. AG7383.No vertical observational check was made to the station. AG7383 AG7383.The geoid height was determined by GEOID03. AG7383 AG7383; North East Units Estimated Accuracy AG7383;SPC FL W - 283,460. 197,520. MT (+/- 180 meters Scaled) AG7383 AG7383 SUPERSEDED SURVEY CONTROL AG7383 AG7383 NGVD 29 (08/19/04) 2.00 (m) 6.6 (f) RESET 3 AG7383 AG7383.Superseded values are not recommended for survey control. AG7383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7383.See file dsdata.txt to determine how the superseded data were derived. AG7383 AG7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK982749(NAD 83) AG7383_MARKER: DR = REFERENCE MARK DISK AG7383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7383_STAMPING: ACLINE 2 NO 4 1980 AG7383_MARK LOGO: NGS AG7383_PROJECTION: FLUSH AG7383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7383+STABILITY: SURFACE MOTION AG7383 AG7383 HISTORY - Date Condition Report By AG7383 HISTORY - 1980 MONUMENTED NGS AG7383 HISTORY - 1982 POOR FLDT AG7383 HISTORY - 1989 GOOD USPSQD AG7383 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7383 HISTORY - 19950614 GOOD USPSQD AG7383 AG7383 STATION DESCRIPTION AG7383 AG7383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7383'3.4 MI SE FROM PUNTA GORDA. AG7383'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7383'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 73.0 FEET SOUTHWEST OF AG7383'THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, 34.0 FEET SOUTHEAST OF THE AG7383'CENTER OF MADRID BOULVARD, AND 2.0 FEET SOUTHEAST OF POWERLINE POLE. AG7383'THE MARK IS 1.3 FT SE FROM A WITNESS POST. AG7383 AG7383 STATION RECOVERY (1982) AG7383 AG7383'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7383'MARK WAS FOUND LEANING TO THE SOUTHEAST AT ABOUT A 45 DEGREE ANGLE. AG7383 AG7383 STATION RECOVERY (1989) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7383'RECOVERED IN GOOD CONDITION. AG7383 AG7383 STATION RECOVERY (1992) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7383'MARK NOT FOUND. AG7383 AG7383 STATION RECOVERY (1995) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7385 *********************************************************************** AG7385 DESIGNATION - CLEVELAND RM 3 AG7385 PID - AG7385 AG7385 STATE/COUNTY- FL/CHARLOTTE AG7385 USGS QUAD - PUNTA GORDA (1987) AG7385 AG7385 *CURRENT SURVEY CONTROL AG7385 ___________________________________________________________________ AG7385* NAD 83(1990)- 26 56 51.47941(N) 082 00 04.10098(W) ADJUSTED AG7385* NAVD 88 - 2.142 (meters) 7.03 (feet) ADJUSTED AG7385 ___________________________________________________________________ AG7385 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AG7385 GEOID HEIGHT- -24.09 (meters) GEOID03 AG7385 DYNAMIC HT - 2.139 (meters) 7.02 (feet) COMP AG7385 MODELED GRAV- 979,112.4 (mgal) NAVD 88 AG7385 AG7385 HORZ ORDER - SECOND AG7385 VERT ORDER - SECOND CLASS II AG7385 AG7385.The horizontal coordinates were established by classical geodetic methods AG7385.and adjusted by the National Geodetic Survey in May 1991. AG7385 AG7385.The orthometric height was determined by differential leveling AG7385.and adjusted by the National Geodetic Survey in June 1991. AG7385 AG7385.The Laplace correction was computed from DEFLEC99 derived deflections. AG7385 AG7385.The geoid height was determined by GEOID03. AG7385 AG7385.The dynamic height is computed by dividing the NAVD 88 AG7385.geopotential number by the normal gravity value computed on the AG7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7385.degrees latitude (g = 980.6199 gals.). AG7385 AG7385.The modeled gravity was interpolated from observed gravity values. AG7385 AG7385; North East Units Scale Factor Converg. AG7385;SPC FL W - 289,601.986 199,886.887 MT 0.99994118 -0 00 01.9 AG7385;UTM 17 - 2,981,028.637 400,622.820 MT 0.99972192 -0 27 13.4 AG7385 AG7385! - Elev Factor x Scale Factor = Combined Factor AG7385!SPC FL W - 1.00000345 x 0.99994118 = 0.99994463 AG7385!UTM 17 - 1.00000345 x 0.99972192 = 0.99972537 AG7385 AG7385 SUPERSEDED SURVEY CONTROL AG7385 AG7385 NAD 83(1986)- 26 56 51.47854(N) 082 00 04.11579(W) AD( ) 2 AG7385 NGVD 29 (09/01/92) 2.488 (m) 8.16 (f) ADJUSTED 2 2 AG7385 AG7385.Superseded values are not recommended for survey control. AG7385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7385.See file dsdata.txt to determine how the superseded data were derived. AG7385 AG7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0062381029(NAD 83) AG7385_MARKER: DR = REFERENCE MARK DISK AG7385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7385_STAMPING: CLEVELAND 1956 NO 3 1982 AG7385_MARK LOGO: NGS AG7385_PROJECTION: FLUSH AG7385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7385+STABILITY: SURFACE MOTION AG7385 AG7385 HISTORY - Date Condition Report By AG7385 HISTORY - 1982 MONUMENTED NGS AG7385 HISTORY - 1982 GOOD FLDT AG7385 HISTORY - 1986 GOOD USPSQD AG7385 HISTORY - 1990 GOOD USPSQD AG7385 AG7385 STATION DESCRIPTION AG7385 AG7385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AG7385'3.25 MI NE FROM PUNTA GORDA. AG7385'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION WITH AG7385'U.S. HIGHWAY 41 IN PUNTA GORDA, AT THE SOUTH ANGLE OF JUNCTION OF AG7385'U.S. HIGHWAY 17 AND COUNTY HIGHWAY 74, 143.0 FEET SOUTHWEST OF THE AG7385'CENTER OF U.S. HIGHWAY 74, 84.0 FEET SOUTHEAST OF THE CENTER OF AG7385'U.S. HIGHWAY 17, AND 36.5 FEET SOUTHWEST OF A POWERLINE POLE. AG7385'THE MARK IS 2.7 FT NE FROM A WITNESS POST. AG7385'THE MARK IS 2.5 FT BELOW HIGHWAY. AG7385 AG7385 STATION RECOVERY (1982) AG7385 AG7385'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7385'RECOVERED IN GOOD CONDITION. AG7385 AG7385 STATION RECOVERY (1986) AG7385 AG7385'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG7385'RECOVERED IN GOOD CONDITION. AG7385 AG7385 STATION RECOVERY (1990) AG7385 AG7385'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7385'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7386 *********************************************************************** AG7386 DESIGNATION - CLEVELAND RM 4 AG7386 PID - AG7386 AG7386 STATE/COUNTY- FL/CHARLOTTE AG7386 USGS QUAD - PUNTA GORDA (1987) AG7386 AG7386 *CURRENT SURVEY CONTROL AG7386 ___________________________________________________________________ AG7386* NAD 83(1990)- 26 56 50.58447(N) 082 00 05.07888(W) ADJUSTED AG7386* NAVD 88 - 2.327 (meters) 7.63 (feet) ADJUSTED AG7386 ___________________________________________________________________ AG7386 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AG7386 GEOID HEIGHT- -24.09 (meters) GEOID03 AG7386 DYNAMIC HT - 2.324 (meters) 7.62 (feet) COMP AG7386 MODELED GRAV- 979,112.4 (mgal) NAVD 88 AG7386 AG7386 HORZ ORDER - SECOND AG7386 VERT ORDER - SECOND CLASS II AG7386 AG7386.The horizontal coordinates were established by classical geodetic methods AG7386.and adjusted by the National Geodetic Survey in May 1991. AG7386 AG7386.The orthometric height was determined by differential leveling AG7386.and adjusted by the National Geodetic Survey in June 1991. AG7386 AG7386.The Laplace correction was computed from DEFLEC99 derived deflections. AG7386 AG7386.The geoid height was determined by GEOID03. AG7386 AG7386.The dynamic height is computed by dividing the NAVD 88 AG7386.geopotential number by the normal gravity value computed on the AG7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7386.degrees latitude (g = 980.6199 gals.). AG7386 AG7386.The modeled gravity was interpolated from observed gravity values. AG7386 AG7386; North East Units Scale Factor Converg. AG7386;SPC FL W - 289,574.443 199,859.914 MT 0.99994118 -0 00 02.3 AG7386;UTM 17 - 2,981,001.314 400,595.636 MT 0.99972198 -0 27 13.9 AG7386 AG7386! - Elev Factor x Scale Factor = Combined Factor AG7386!SPC FL W - 1.00000342 x 0.99994118 = 0.99994460 AG7386!UTM 17 - 1.00000342 x 0.99972198 = 0.99972540 AG7386 AG7386 SUPERSEDED SURVEY CONTROL AG7386 AG7386 NAD 83(1986)- 26 56 50.58355(N) 082 00 05.09373(W) AD( ) 2 AG7386 NGVD 29 (09/01/92) 2.673 (m) 8.77 (f) ADJUSTED 2 2 AG7386 AG7386.Superseded values are not recommended for survey control. AG7386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7386.See file dsdata.txt to determine how the superseded data were derived. AG7386 AG7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0059681001(NAD 83) AG7386_MARKER: DR = REFERENCE MARK DISK AG7386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7386_STAMPING: CLEVELAND 1956 NO 4 1982 AG7386_MARK LOGO: NGS AG7386_PROJECTION: FLUSH AG7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7386+STABILITY: SURFACE MOTION AG7386 AG7386 HISTORY - Date Condition Report By AG7386 HISTORY - 1982 MONUMENTED NGS AG7386 HISTORY - 1982 GOOD FLDT AG7386 HISTORY - 1986 GOOD USPSQD AG7386 HISTORY - 1990 GOOD USPSQD AG7386 AG7386 STATION DESCRIPTION AG7386 AG7386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AG7386'3.25 MI NE FROM PUNTA GORDA. AG7386'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION WITH AG7386'U.S. HIGHWAY 41 IN PUNTA GORDA, AT THE SOUTH ANGLE OF JUNCTION OF AG7386'U.S. HIGHWAY 17 AND COUNTY ROAD 74, 81.0 FEET SOUTHEAST OF THE AG7386'CENTER OF U.S. HIGHWAY 17 NORTHBOUND LANE, AND 2.0 FEET NORTHEAST AG7386'OF A POWERLINE POLE. AG7386'THE MARK IS 1.0 FT SW FROM A WITNESS POST. AG7386'THE MARK IS 2.5 FT BELOW HIGHWAY. AG7386 AG7386 STATION RECOVERY (1982) AG7386 AG7386'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7386'RECOVERED IN GOOD CONDITION. AG7386 AG7386 STATION RECOVERY (1986) AG7386 AG7386'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG7386'RECOVERED IN GOOD CONDITION. AG7386 AG7386 STATION RECOVERY (1990) AG7386 AG7386'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7386'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG1914 *********************************************************************** AG1914 DESIGNATION - D 259 RESET 1974 AG1914 PID - AG1914 AG1914 STATE/COUNTY- FL/CHARLOTTE AG1914 USGS QUAD - MURDOCK (1987) AG1914 AG1914 *CURRENT SURVEY CONTROL AG1914 ___________________________________________________________________ AG1914* NAD 83(1986)- 27 01 06. (N) 082 11 05. (W) SCALED AG1914* NAVD 88 - 3.04 (meters) 10.0 (feet) RESET AG1914 ___________________________________________________________________ AG1914 GEOID HEIGHT- -23.95 (meters) GEOID03 AG1914 OBS GRAVITY - 979,122.8 (mgal) GRAV_OBS AG1914 AG1914 VERT ORDER - THIRD AG1914 AG1914.The horizontal coordinates were scaled from a topographic map and have AG1914.an estimated accuracy of +/- 6 seconds. AG1914 AG1914.The orthometric height was computed from unverified reset data. AG1914 AG1914.The geoid height was determined by GEOID03. AG1914.The observed gravity was obtained from relative gravimeter ties AG1914.to the IGSN71 gravity network. AG1914 AG1914; North East Units Estimated Accuracy AG1914;SPC FL W - 297,450. 181,670. MT (+/- 180 meters Scaled) AG1914 AG1914 SUPERSEDED SURVEY CONTROL AG1914 AG1914.No superseded survey control is available for this station. AG1914 AG1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK824890(NAD 83) AG1914_MARKER: DB = BENCH MARK DISK AG1914_SETTING: 36 = BRIDGE AG1914_STAMPING: D 259 RESET 1974 AG1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG1914 AG1914 HISTORY - Date Condition Report By AG1914 HISTORY - 1974 MONUMENTED NGS AG1914 HISTORY - 19910505 GOOD USPSQD AG1914 AG1914 STATION DESCRIPTION AG1914 AG1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG1914'4.4 MI SE FROM NORTH PORT CHARLOTTE. AG1914'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG1914'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 195.5 FEET WEST-NORTHWEST AG1914'OF THE CENTER OF EMBROKE DRIVE, 100.5 FEET WEST-NORTHWEST OF A AG1914'TELEPHONE POLE, 51.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY AG1914'41 (WEST BOUND LANE), 29 FEET WEST-NORTHWEST OF THE CENTER OF AN AG1914'IRON GRATE ON A DRAINAGE WELL, 2.5 FEET LOWER THAN THE HIGHWAY, AG1914'9-INCHES WEST OF THE EAST END OF A CONCRETE HEADWALL AND A DISK AG1914'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE HEADWALL. AG1914 AG1914 STATION RECOVERY (1991) AG1914 AG1914'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI) AG1914'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG1912 *********************************************************************** AG1912 DESIGNATION - E 259 RESET 1974 AG1912 PID - AG1912 AG1912 STATE/COUNTY- FL/CHARLOTTE AG1912 USGS QUAD - MURDOCK (1987) AG1912 AG1912 *CURRENT SURVEY CONTROL AG1912 ___________________________________________________________________ AG1912* NAD 83(1986)- 27 01 33. (N) 082 11 45. (W) SCALED AG1912* NAVD 88 - 2.71 (meters) 8.9 (feet) RESET AG1912 ___________________________________________________________________ AG1912 GEOID HEIGHT- -23.95 (meters) GEOID03 AG1912 AG1912 VERT ORDER - THIRD AG1912 AG1912.The horizontal coordinates were scaled from a topographic map and have AG1912.an estimated accuracy of +/- 6 seconds. AG1912 AG1912.The orthometric height was computed from unverified reset data. AG1912 AG1912.The geoid height was determined by GEOID03. AG1912 AG1912; North East Units Estimated Accuracy AG1912;SPC FL W - 298,280. 180,570. MT (+/- 180 meters Scaled) AG1912 AG1912 SUPERSEDED SURVEY CONTROL AG1912 AG1912.No superseded survey control is available for this station. AG1912 AG1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK813898(NAD 83) AG1912_MARKER: DB = BENCH MARK DISK AG1912_SETTING: 30 = CULVERT AG1912_STAMPING: E 259 RESET 1974 AG1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1912 AG1912 HISTORY - Date Condition Report By AG1912 HISTORY - 1974 MONUMENTED NGS AG1912 HISTORY - 19910505 GOOD USPSQD AG1912 AG1912 STATION DESCRIPTION AG1912 AG1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG1912'3.5 MI SE FROM NORTH PORT CHARLOTTE. AG1912'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG1912'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 40.0 FEET NORTHWEST OF AG1912'THE CENTER OF AN IRON GRATE COVER OF A DRAINAGE WELL, 52.5 FEET AG1912'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41 (WEST BOUND LANE), AG1912'64.5 FEET NORTHWEST OF A TELEPHONE POLE, 11.8 FEET NORTHWEST OF AG1912'THE NORTHEAST CORNER OF A CONCRETE HEADWALL, 4 FEET LOWER IN AG1912'ELEVATION THAN THE HIGHWAY, A DISK CEMENTED IN A DRILL HOLE IN AG1912'THE TOP OF THE CONCRETE HEADWALL. AG1912 AG1912 STATION RECOVERY (1991) AG1912 AG1912'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI) AG1912'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 2, 2004 AG7379 *********************************************************************** AG7379 DESIGNATION - K 255 RESET 1980 AG7379 PID - AG7379 AG7379 STATE/COUNTY- FL/CHARLOTTE AG7379 USGS QUAD - PUNTA GORDA (1987) AG7379 AG7379 *CURRENT SURVEY CONTROL AG7379 ___________________________________________________________________ AG7379* NAD 83(1986)- 26 54 16. (N) 082 02 11. (W) SCALED AG7379* NAVD 88 - 0.75 (meters) 2.5 (feet) RESET AG7379 ___________________________________________________________________ AG7379 GEOID HEIGHT- -24.01 (meters) GEOID03 AG7379 AG7379 VERT ORDER - THIRD AG7379 AG7379.The horizontal coordinates were scaled from a topographic map and have AG7379.an estimated accuracy of +/- 6 seconds. AG7379 AG7379.The orthometric height was computed from unverified reset data. AG7379.No vertical observational check was made to the station. AG7379 AG7379.The geoid height was determined by GEOID03. AG7379 AG7379; North East Units Estimated Accuracy AG7379;SPC FL W - 284,820. 196,390. MT (+/- 180 meters Scaled) AG7379 AG7379 SUPERSEDED SURVEY CONTROL AG7379 AG7379 NGVD 29 (08/19/04) 1.10 (m) 3.6 (f) RESET 3 AG7379 AG7379.Superseded values are not recommended for survey control. AG7379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7379.See file dsdata.txt to determine how the superseded data were derived. AG7379 AG7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK970762(NAD 83) AG7379_MARKER: DB = BENCH MARK DISK AG7379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7379_STAMPING: K 255 RESET 1980 AG7379_PROJECTION: FLUSH AG7379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7379+STABILITY: SURFACE MOTION AG7379 AG7379 HISTORY - Date Condition Report By AG7379 HISTORY - 1980 MONUMENTED NGS AG7379 HISTORY - 1990 GOOD USPSQD AG7379 HISTORY - 19940717 GOOD USPSQD AG7379 HISTORY - 20020124 MARK NOT FOUND USPSQD AG7379 AG7379 STATION DESCRIPTION AG7379 AG7379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7379'2.15 MI SE FROM PUNTA GORDA. AG7379'2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AG7379'WITH U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 0.2 MILE SOUTHEAST AG7379'OF THE JUNCTION OF U.S. HIGHWAY 17 AND A NORTH-SOUTH BLACKTOP AG7379'ROAD, 31.0 FEET NORTHWEST OF ENTRANCE ROAD TO THE REDHAMMER AG7379'MOTEL, 78.0 FEET SOUTHWEST OF THE SOUTHBOUND LANE OF HIGHWAY 41, AG7379'2.0 FEET SOUTHEAST OF POWERLINE POLE NO 6, AND 2.0 FEET NORTHEAST AG7379'OF RIGHT-OF-WAY LINE. AG7379'THE MARK IS 1.3 FT SE FROM A WITNESS POST. AG7379 AG7379 STATION RECOVERY (1990) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7379'RECOVERED IN GOOD CONDITION. AG7379 AG7379 STATION RECOVERY (1994) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7379'RECOVERED IN GOOD CONDITION. AG7379 AG7379 STATION RECOVERY (2002) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB) AG7379'MOTEL AND OTHER IDENTIFYING MARKS ARE GONE