1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK6788 *********************************************************************** AK6788 DESIGNATION - DUNDEE WATER TANK AK6788 PID - AK6788 AK6788 STATE/COUNTY- FL/POLK AK6788 USGS QUAD - DUNDEE (1987) AK6788 AK6788 *CURRENT SURVEY CONTROL AK6788 ___________________________________________________________________ AK6788* NAD 83(1990)- 28 01 18.20255(N) 081 36 57.42653(W) ADJUSTED AK6788* NAVD 88 - AK6788 ___________________________________________________________________ AK6788 LAPLACE CORR- -2.55 (seconds) DEFLEC99 AK6788 GEOID HEIGHT- -26.82 (meters) GEOID99 AK6788 AK6788 HORZ ORDER - THIRD AK6788 AK6788.The horizontal coordinates were established by classical geodetic methods AK6788.and adjusted by the National Geodetic Survey in May 1991. AK6788 AK6788 AK6788.The Laplace correction was computed from DEFLEC99 derived deflections. AK6788 AK6788.The geoid height was determined by GEOID99. AK6788 AK6788; North East Units Scale Converg. AK6788;SPC FL W - 408,675.636 237,766.056 MT 0.99995877 +0 10 49.5 AK6788;UTM 17 - 3,099,761.647 439,449.556 MT 0.99964525 -0 17 21.8 AK6788 AK6788 SUPERSEDED SURVEY CONTROL AK6788 AK6788 NAD 83(1986)- 28 01 18.21376(N) 081 36 57.44803(W) AD( ) 4 AK6788 NAD 27 - 28 01 17.14000(N) 081 36 58.17000(W) AD( ) 3 AK6788 AK6788.Superseded values are not recommended for survey control. AK6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6788.See file dsdata.txt to determine how the superseded data were derived. AK6788 AK6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3945099762(NAD 83) AK6788_MARKER: 51 = TANK AK6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6788+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003 AK6788 AK6788 HISTORY - Date Condition Report By AK6788 HISTORY - 1935 FIRST OBSERVED CGS AK6788 HISTORY - 1947 GOOD CGS AK6788 HISTORY - 1958 GOOD CGS AK6788 HISTORY - 1988 GOOD USPSQD AK6788 HISTORY - 19950824 POOR USPSQD AK6788 HISTORY - 19980325 GOOD USPSQD AK6788 HISTORY - 19990302 GOOD USPSQD AK6788 HISTORY - 20030207 GOOD USPSQD AK6788 AK6788 STATION DESCRIPTION AK6788 AK6788'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GBC) AK6788'STATION IS THE DUNDEE MUNICIPAL WATER TANK. IT IS AN AK6788'ALUMINUM-COLORED TANK, ON TOP OF HILL, IN E PART OF TOWN, JUST AK6788'S OF U.S. HIGHWAY 17. AK6788 AK6788 STATION RECOVERY (1958) AK6788 AK6788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AK6788'THIS STATION WAS RECOVERED IN AUGUST, 1958. IT IS LOCATED AT AK6788'DUNDEE, 1/2 BLOCK W OF U.S. HIGHWAY 19A AND 100 YD. W OF THE AK6788'CHURCH OF CHRIST. IT IS THE CENTER OF THE TOP OF A AK6788'SILVER-COLORED STEEL WATER TANK. AK6788 AK6788 STATION RECOVERY (1988) AK6788 AK6788'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD) AK6788'RECOVERED IN GOOD CONDITION. AK6788 AK6788 STATION RECOVERY (1995) AK6788 AK6788'RECOVERY NOTE BY US POWER SQUADRON 1995 AK6788'MARK RECOVERED IN POOR CONDITION. AK6788 AK6788 STATION RECOVERY (1998) AK6788 AK6788'RECOVERY NOTE BY US POWER SQUADRON 1998 AK6788'RECOVERED IN GOOD CONDITION. AK6788 AK6788 STATION RECOVERY (1999) AK6788 AK6788'RECOVERY NOTE BY US POWER SQUADRON 1999 AK6788'RECOVERED IN GOOD CONDITION. AK6788 AK6788 STATION RECOVERY (2003) AK6788 AK6788'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK6788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7413 *********************************************************************** AF7413 CBN - This is a Cooperative Base Network Control Station. AF7413 DESIGNATION - FLGPS 50 AF7413 PID - AF7413 AF7413 STATE/COUNTY- FL/POLK AF7413 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7413 AF7413 *CURRENT SURVEY CONTROL AF7413 ___________________________________________________________________ AF7413* NAD 83(1999)- 27 56 38.79338(N) 081 20 44.17845(W) ADJUSTED AF7413* NAVD 88 - 15.9 (meters) 52. (feet) GPS OBS AF7413 ___________________________________________________________________ AF7413 X - 848,464.796 (meters) COMP AF7413 Y - -5,574,413.599 (meters) COMP AF7413 Z - 2,971,029.799 (meters) COMP AF7413 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AF7413 ELLIP HEIGHT- -11.31 (meters) (05/31/01) GPS OBS AF7413 GEOID HEIGHT- -27.22 (meters) GEOID99 AF7413 AF7413 HORZ ORDER - B AF7413 ELLP ORDER - FIFTH CLASS I AF7413 AF7413.The horizontal coordinates were established by GPS observations AF7413.and adjusted by the National Geodetic Survey in May 2001. AF7413 AF7413.The orthometric height was determined by GPS observations and a AF7413.high-resolution geoid model. AF7413 AF7413.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7413 AF7413.The Laplace correction was computed from DEFLEC99 derived deflections. AF7413 AF7413.The ellipsoidal height was determined by GPS observations AF7413.and is referenced to NAD 83. AF7413 AF7413.The geoid height was determined by GEOID99. AF7413 AF7413; North East Units Scale Converg. AF7413;SPC FL W - 400,187.934 264,397.685 MT 0.99999234 +0 18 24.0 AF7413;SPC FL E - 400,063.663 165,989.995 MT 0.99995545 -0 09 43.0 AF7413;UTM 17 - 3,091,059.144 466,001.599 MT 0.99961427 -0 09 43.0 AF7413 AF7413: Primary Azimuth Mark Grid Az AF7413:SPC FL W - FLGPS 50 AZ MK 058 10 15.2 AF7413:SPC FL E - FLGPS 50 AZ MK 058 38 22.2 AF7413:UTM 17 - FLGPS 50 AZ MK 058 38 22.2 AF7413 AF7413|---------------------------------------------------------------------| AF7413| PID Reference Object Distance Geod. Az | AF7413| dddmmss.s | AF7413| AF7442 FLGPS 50 AZ MK APPROX. 0.8 KM 0582839.2 | AF7413|---------------------------------------------------------------------| AF7413 AF7413 SUPERSEDED SURVEY CONTROL AF7413 AF7413 NAD 83(1990)- 27 56 38.79247(N) 081 20 44.17801(W) AD( ) B AF7413 ELLIP HT - -11.28 (m) (09/13/90) GP( ) 4 1 AF7413 NGVD 29 - 16.2 (m) 53. (f) GPS OBS AF7413 AF7413.Superseded values are not recommended for survey control. AF7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7413.See file dsdata.txt to determine how the superseded data were derived. AF7413 AF7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6600291059(NAD 83) AF7413_MARKER: I = METAL ROD AF7413_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AF7413_STAMPING: FLGPS 50 1989 AF7413_MARK LOGO: NGS AF7413_PROJECTION: FLUSH AF7413_MAGNETIC: N = NO MAGNETIC MATERIAL AF7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7413+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF7413_ROD/PIPE-DEPTH: 27.2 meters AF7413_SLEEVE-DEPTH : 0.91 meters AF7413 AF7413 HISTORY - Date Condition Report By AF7413 HISTORY - 1989 MONUMENTED NGS AF7413 HISTORY - 19910318 GOOD KEISCH AF7413 HISTORY - 19970210 GOOD USPSQD AF7413 HISTORY - 20030205 GOOD USPSQD AF7413 AF7413 STATION DESCRIPTION AF7413 AF7413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AF7413'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) EAST OF LAKE WALES, AF7413'15.93 KM (9.90 MI) NORTH OF INDIAN LAKE ESTATES, IN LAKE KISSIMMEE AF7413'STATE PARK, IN SECTION 20, T 29 S, R 30 E. NOTE, LOCKED GATE BETWEEN AF7413'SUNSET AND SUNRISE. OWNERSHIP--FLORIDA DEPARTMENT OF NATURAL AF7413'RESOURCES, LAKE KISSIMMEE STATE PARK, 14248 CAMP MACK ROAD, LAKE WALES AF7413'FL 33853, DAVE RANDALL - PARK MANAGER, GEORGE ACRIGG - ASSISTANT PARK AF7413'MANAGER, PHONE 813-696-1112. AF7413'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 630 AND AF7413'STATE ROAD 60 AT INDIAN LAKE ESTATES, GO WEST FOR 14.81 KM (9.20 MI) AF7413'ON STATE ROAD 60 TO THE INTERSECTION OF BOY SCOUT ROAD. TURN RIGHT AF7413'AND GO NORTH FOR 5.79 KM (3.60 MI) ON BOY SCOUT ROAD TO THE AF7413'INTERSECTION OF CAMP MACK ROAD. TURN RIGHT AND GO EAST FOR 8.29 KM AF7413'(5.15 MI) ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE KISSIMMEE STATE AF7413'PARK. TURN RIGHT AND GO 5.47 KM (3.40 MI) THROUGH THE ENTRANCE AND ON AF7413'PARK ROAD TO THE MARINA PARKING LOT AND DIM TRACK ROAD THAT LEADS TO AF7413'THE YOUTH CAMP CENTER. GO 0.56 KM (0.35 MI) ON THE YOUTH CAMP ROAD TO AF7413'THE WOODEN SERVICE VEHICLE GATE AT THE YOUTH CAMP. TURN RIGHT AND GO AF7413'SOUTHEAST FOR 0.16 KM (0.10 MI) INTO AN OPEN FIELD TO THE STATION. AF7413'THE STATION IS RECESSED 12 CM BELOW GROUND. LOCATED 43.50 M AF7413'(142.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHERNMOST TREE OF A CLUSTER OF AF7413'8 LIVE OAK TREES THAT ARE 10-15 CM IN DIAMETER, 1.22 M (4.0 FT) SOUTH AF7413'FROM A WITNESS POST, 1.22 M (4.0 FT) NORTHEAST FROM A WITNESS POST AND AF7413'1.22 M (4.0 FT) NORTHWEST FROM A WITNESS POST. NOTE--ACCESS TO DATUM AF7413'POINT IS HAD THROUGH A 5-INCH LOGO CAP. AF7413'DESCRIBED BY R.L. MALLOY. AF7413 AF7413 STATION RECOVERY (1991) AF7413 AF7413'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF7413'RECOVERED IN GOOD CONDITION. AF7413 AF7413 STATION RECOVERY (1997) AF7413 AF7413'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7413'RECOVERED IN GOOD CONDITION. AF7413 AF7413 STATION RECOVERY (2003) AF7413 AF7413'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7413'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7442 *********************************************************************** AF7442 DESIGNATION - FLGPS 50 AZ MK AF7442 PID - AF7442 AF7442 STATE/COUNTY- FL/POLK AF7442 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7442 AF7442 *CURRENT SURVEY CONTROL AF7442 ___________________________________________________________________ AF7442* NAD 83(1999)- 27 56 52.14148(N) 081 20 19.67006(W) ADJUSTED AF7442* NAVD 88 - 15.6 (meters) 51. (feet) VERTCON AF7442 ___________________________________________________________________ AF7442 X - 849,098.120 (meters) COMP AF7442 Y - -5,574,122.224 (meters) COMP AF7442 Z - 2,971,392.694 (meters) COMP AF7442 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AF7442 ELLIP HEIGHT- -11.49 (meters) (12/13/01) GPS OBS AF7442 GEOID HEIGHT- -27.24 (meters) GEOID99 AF7442 AF7442 HORZ ORDER - FIRST AF7442 ELLP ORDER - FIFTH CLASS I AF7442 AF7442.The horizontal coordinates were established by GPS observations AF7442.and adjusted by the National Geodetic Survey in December 2001. AF7442 AF7442.The NAVD 88 height was computed by applying the VERTCON shift value to AF7442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7442 AF7442.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7442 AF7442.The Laplace correction was computed from DEFLEC99 derived deflections. AF7442 AF7442.The ellipsoidal height was determined by GPS observations AF7442.and is referenced to NAD 83. AF7442 AF7442.The geoid height was determined by GEOID99. AF7442 AF7442; North East Units Scale Converg. AF7442;SPC FL W - 400,602.423 265,065.430 MT 0.99999341 +0 18 35.6 AF7442;SPC FL E - 400,472.662 166,661.082 MT 0.99995489 -0 09 31.6 AF7442;UTM 17 - 3,091,468.003 466,672.458 MT 0.99961371 -0 09 31.6 AF7442 AF7442: Primary Azimuth Mark Grid Az AF7442:SPC FL W - FLGPS 50 238 10 15.1 AF7442:SPC FL E - FLGPS 50 238 38 22.3 AF7442:UTM 17 - FLGPS 50 238 38 22.3 AF7442 AF7442|---------------------------------------------------------------------| AF7442| PID Reference Object Distance Geod. Az | AF7442| dddmmss.s | AF7442| AF7413 FLGPS 50 APPROX. 0.8 KM 2382850.7 | AF7442|---------------------------------------------------------------------| AF7442 AF7442 SUPERSEDED SURVEY CONTROL AF7442 AF7442 NAD 83(1990)- 27 56 52.14057(N) 081 20 19.66962(W) AD( ) 1 AF7442 NGVD 29 - 16.0 (m) 52. (f) GPS OBS AF7442 AF7442.Superseded values are not recommended for survey control. AF7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7442.See file dsdata.txt to determine how the superseded data were derived. AF7442 AF7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6667291468(NAD 83) AF7442_MARKER: I = METAL ROD AF7442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AF7442_STAMPING: FLGPS 50 AZ MK 1989 AF7442_MARK LOGO: NGS AF7442_PROJECTION: FLUSH AF7442_MAGNETIC: N = NO MAGNETIC MATERIAL AF7442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7442+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF7442_ROD/PIPE-DEPTH: 26.1 meters AF7442_SLEEVE-DEPTH : 0.91 meters AF7442 AF7442 HISTORY - Date Condition Report By AF7442 HISTORY - 1989 MONUMENTED NGS AF7442 HISTORY - 19970210 GOOD USPSQD AF7442 HISTORY - 20030205 GOOD USPSQD AF7442 AF7442 STATION DESCRIPTION AF7442 AF7442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AF7442'THE STATION IS LOCATED ABOUT 24.94 KM (15.50 MI) EAST OF LAKE WALES, AF7442'15.93 KM (9.90 MI) NORTH OF INDIAN LAKE ESTATES, IN LAKE KISSIMMEE AF7442'STATE PARK, IN SECTION 19, T 29 S, R 30 E. NOTE, LOCKED GATE BETWEEN AF7442'SUNSET AND SUNRISE. OWNERSHIP--FLORIDA DEPARTMENT OF NATURAL AF7442'RESOURCES, LAKE KISSIMMEE STATE PARK, 14248 CAMP MACK ROAD, LAKE WALES AF7442'FL 33853, DAVE RANDALL - PARK MANAGER, GEORGE ACRIGG - ASSISTANT PARK AF7442'MANAGER, PHONE 813-696-1112. AF7442'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 630 AND AF7442'STATE ROAD 60 AT INDIAN LAKE ESTATES, GO WEST FOR 14.81 KM (9.20 MI) AF7442'ON STATE ROAD 60 TO THE INTERSECTION OF BOY SCOUT ROAD. TURN RIGHT AF7442'AND GO NORTH FOR 5.79 KM (3.60 MI) ON BOY SCOUT ROAD TO THE AF7442'INTERSECTION OF CAMP MACK ROAD. TURN RIGHT AND GO EAST FOR 8.29 KM AF7442'(5.15 MI) ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE KISSIMMEE STATE AF7442'PARK. TURN RIGHT AND GO 5.47 KM (3.40 MI) THROUGH THE ENTRANCE AND ON AF7442'PARK ROAD TO THE MARINA PARKING LOT AND DIM TRACK ROAD THAT LEADS TO AF7442'THE YOUTH CAMP CENTER. GO 1.21 KM (0.75 MI) ON THE YOUTH CAMP ROAD TO AF7442'A T-JUNCTION. TURN RIGHT AND GO 0.40 KM (0.25 MI) ON THE DIM ROAD TO AF7442'THE STATION ON LEFT. AF7442'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 8.53 M (28.0 FT) AF7442'SOUTH-SOUTHEAST FROM A LONE CLUMP OF WAX MYRTLE, 2.23 M (7.3 FT) NORTH AF7442'OF THE DIM ROAD, 1.83 M (6.0 FT) SOUTH FROM A WITNESS POST, 1.83 M AF7442'(6.0 FT) NORTHEAST FROM A WITNESS POST AND 1.83 M (6.0 FT) NORTHWEST AF7442'FROM A WITNESS POST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A AF7442'5-INCH LOGO CAP. AF7442'DESCRIBED BY R.L. MALLOY. AF7442 AF7442 STATION RECOVERY (1997) AF7442 AF7442'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7442'RECOVERED IN GOOD CONDITION. AF7442 AF7442 STATION RECOVERY (2003) AF7442 AF7442'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7442'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK6789 *********************************************************************** AK6789 DESIGNATION - HAMILTON AK6789 PID - AK6789 AK6789 STATE/COUNTY- FL/POLK AK6789 USGS QUAD - DUNDEE (1987) AK6789 AK6789 *CURRENT SURVEY CONTROL AK6789 ___________________________________________________________________ AK6789* NAD 83(1990)- 28 02 52.65058(N) 081 36 46.57226(W) ADJUSTED AK6789* NAVD 88 - 68. (meters) 223. (feet) SCALED AK6789 ___________________________________________________________________ AK6789 LAPLACE CORR- -2.48 (seconds) DEFLEC99 AK6789 GEOID HEIGHT- -26.91 (meters) GEOID99 AK6789 AK6789 HORZ ORDER - FIRST AK6789 AK6789.The horizontal coordinates were established by classical geodetic methods AK6789.and adjusted by the National Geodetic Survey in May 1991. AK6789 AK6789.The orthometric height was scaled from a topographic map. AK6789 AK6789.The Laplace correction was computed from DEFLEC99 derived deflections. AK6789 AK6789.The geoid height was determined by GEOID99. AK6789 AK6789; North East Units Scale Converg. AK6789;SPC FL W - 411,583.865 238,053.320 MT 0.99995904 +0 10 55.2 AK6789;UTM 17 - 3,102,666.509 439,760.570 MT 0.99964479 -0 17 17.6 AK6789 AK6789: Primary Azimuth Mark Grid Az AK6789:SPC FL W - HAMILTON AZ MK 090 53 40.3 AK6789:UTM 17 - HAMILTON AZ MK 091 21 53.1 AK6789 AK6789|---------------------------------------------------------------------| AK6789| PID Reference Object Distance Geod. Az | AK6789| dddmmss.s | AK6789| AK6790 LAKE HAMILTON WATER TANK 47.166 METERS 00050 | AK6789| CW6084 HAMILTON AZ MK 0910435.5 | AK6789| AK6788 DUNDEE WATER TANK APPROX. 2.9 KM 1854923.1 | AK6789| CW6085 HAMILTON RM 1 40.517 METERS 26842 | AK6789| CW6086 HAMILTON RM 2 42.236 METERS 35444 | AK6789|---------------------------------------------------------------------| AK6789 AK6789 SUPERSEDED SURVEY CONTROL AK6789 AK6789 NAD 83(1986)- 28 02 52.66195(N) 081 36 46.59384(W) AD( ) 1 AK6789 NAD 27 - 28 02 51.59200(N) 081 36 47.31800(W) AD( ) 1 AK6789 AK6789.Superseded values are not recommended for survey control. AK6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6789.See file dsdata.txt to determine how the superseded data were derived. AK6789 AK6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3976102667(NAD 83) AK6789_MARKER: DS = TRIANGULATION STATION DISK AK6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6789 AK6789 HISTORY - Date Condition Report By AK6789 HISTORY - 1935 MONUMENTED CGS AK6789 HISTORY - 1958 GOOD CGS AK6789 HISTORY - 1975 GOOD NGS AK6789 HISTORY - 1985 GOOD FLDNR AK6789 HISTORY - 19980325 GOOD USPSQD AK6789 HISTORY - 20030207 MARK NOT FOUND USPSQD AK6789 AK6789 STATION DESCRIPTION AK6789 AK6789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AK6789'STATION IS ON THE PROPERTY OF MR. E.E. BURNETT OF WINTER HAVEN AK6789'AND IS 2.3 MILES N OF DUNDEE AND 0.8 MILE NE OF LAKE HAMILTON AK6789'RAILROAD STATION. AK6789' AK6789'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AK6789'BRONZE DISKS SET IN CONCRETE. AK6789' AK6789'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT N OF THE FIRE AK6789'HYDRANT ON THE N SIDE OF THE ROAD, 35 FEET N OF THE CENTER AK6789'LINE OF THE ROAD. MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF AK6789'THE GROUND. AK6789' AK6789'REFERENCE MARK NO. 2 IS N OF THE STATION IN THE S CORNER OF AK6789'THE SW FOOTING OF THE LAKE HAMILTON WATER TANK. AK6789' AK6789'AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 25 FEET S OF THE AK6789'CENTER LINE OF THE ROAD 1 FOOT W OF A TELEPHONE POLE. MARK AK6789'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS AK6789'VISIBLE FROM THE GROUND AT THE STATION. AK6789' AK6789'TO REACH THE STATION FROM DUNDEE GO N ON HIGHWAY FROM A POINT AK6789'WHERE THE ROAD BENDS TO THE N FROM E. FOLLOW HIGHWAY 8 FOR AK6789'1.5 MILES OR 0.3 MILE N OF THE LAKE HAMILTON RAILROAD STATION AK6789'TO A SAND ROAD TO THE RIGHT AT A SEALD SWEET FRUIT STAND AK6789'WHICH HAS FOUR IMITATION ORANGES AT EACH CORNER OF THE ROOF AK6789'AND A GRAPEFRUIT ON THE TOP. TURN RIGHT ON THIS CLAY SAND AK6789'ROAD AND GO 0.5 MILE TO THE WATER TANK AND THE STATION. MARK AK6789'IS 40 FEET N OF THE CENTER LINE OF THE ROAD, 133 FEET E OF THE AK6789'FIRE HYDRANT ON THE N SIDE OF THE ROAD. MARK PROJECTS 6 AK6789'INCHES ABOVE THE SURFACE OF THE GROUND. AK6789' AK6789'A 90-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION. AK6789 AK6789 STATION RECOVERY (1958) AK6789 AK6789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AK6789'THIS STATION WAS RECOVERED IN SEPTEMBER, 1958. THE STATION, AK6789'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AK6789'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. IT HAS BEEN AK6789'COVERED OVER OR DESTROYED. AK6789' AK6789'THE STATION IS LOCATED 0.35 MI. E OF THE LAKE HAMILTON AK6789'COOPERATIVE BUILDING AT LAKE HAMILTON ON TOP OF A HILL, 143 AK6789'YD. W OF THE CENTERLINE OF A DIRT ROAD INTERSECTION, 139.5 AK6789'FT. S OF THE SW LEG OF THE LAKE HAMILTON WATER TANK, 139.5 AK6789'FT. S OF THE SE LEG OF THE WATER TANK, 19 FT. N OF THE AK6789'CENTERLINE OF A DIRT ROAD, 54.5 FT. NE OF POWER POLE 28FF 216, AK6789'133 FT. E OF A FIRE HYDRANT WHICH IS ON THE N SIDE OF THE ROAD, AK6789'AT THE EDGE OF AN ORANGE GROVE AND 92 FT. W-SW OF THE SW AK6789'CORNER OF A STUCCO HOUSE. A TRIANGULATION-STATION DISK SET AK6789'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 0.1 FT. BELOW AK6789'THE TOP OF THE GROUND, STAMPED HAMILTON 1935. AK6789' AK6789'REFERENCE MARK 1 IS 132.93 FT. OR 40.517 M. W OF THE STATION, AK6789'94 FT. W-NW OF POWER POLE 28FF 216, 155 FT. N OF THE CENTERLINE AK6789'OF A DIRT ROAD AND 1.3 FT. N OF A FIRE HYDRANT. A AK6789'REFERENCE-MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST AK6789'WHICH PROJECTS 0.4 FT. ABOVE THE GROUND, STAMPED HAMILTON NO AK6789'1 1935. AK6789' AK6789'REFERENCE MARK 2 IS 138.57 FT. OR 42.236 M. N OF THE STATION AK6789'AND 156.7 FT. N OF THE CENTERLINE OF A DIRT ROAD. A AK6789'REFERENCE-MARK DISK SET IN THE TOP OF THE S CORNER OF THE AK6789'CONCRETE BASE OF THE SW LEG OF THE WATER TANK, STAMPED AK6789'HAMILTON NO 2 1935. AK6789' AK6789'TO REACH THE STATION FROM THE LAKE HAMILTON COOPERATIVE AK6789'BUILDING AT LAKE HAMILTON, GO 0.35 MI. E ALONG A GRADED DIRT AK6789'ROAD TO THE LAKE HAMILTON WATER TANK AND THE STATION ON THE LEFT. AK6789 AK6789 STATION RECOVERY (1975) AK6789 AK6789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AK6789'NOT MEASURED DUE TO ORANGE TREES. AK6789' AK6789'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND AK6789'FOUND IN GOOD CONDITION. THE DISTANCES TO REFERENCE MARKS AK6789'CHECKED THE 1958 RECOVERY NOTE BY A.L.W. THE DIRECTION AK6789'BETWEEN REFERENCE MARKS WAS NOT CHECKED DUE TO THE AREA NOW AK6789'BEING AN ORANGE GROVE. DUE TO CHANGES, A COMPLETE NEW AK6789'DESCRIPTION FOLLOWS. AK6789' AK6789'STATION IS ABOUT 2.3 MILES NORTH OF DUNDEE, 0.4 MILE EAST OF THE AK6789'ORANGE-CO OF FLORIDA INCORPORATED BUILDINGS ON U.S. 27 AK6789'ALTERNATE, ON TOP OF A HILL AND JUST SOUTH OF THE LAKE AK6789'HAMILTON WATER TANK. AK6789' AK6789'TO REACH THE STATION FROM THE ORANGE-CO OF FLORIDA AK6789'INCORPORATED BUILDINGS AT THE JUNCTION OF U.S. HIGHWAY 27 AK6789'ALTERNATE AND EAST WATER TANK ROAD AT LAKE HAMILTON, GO EAST AK6789'ON EAST WATER TANK ROAD FOR 0.35 MILE TO A MICROWAVE TOWER AK6789'ON LEFT. CONTINUE EAST ON ROAD FOR 0.05 MILE TO LAKE HAMILTON AK6789'WATER TANK AND STATION ON LEFT. AK6789' AK6789'STATION MARK, A STANDARD DISK STAMPED HAMILTON 1935, IS SET IN AK6789'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS 1-INCH AK6789'BELOW THE GROUND SURFACE. IT IS 143 YARDS WEST OF THE CENTER AK6789'OF INTERSECTION OF SURFACED ROADS, 139.5 FEET SOUTH OF THE AK6789'SOUTHWEST LEG OF THE WATER TANK, 139.5 FEET SOUTH OF THE AK6789'SOUTHEAST LEG OF THE WATER TANK, 21 FEET NORTH OF THE CENTER AK6789'OF EAST WATER TANK ROAD, 55 FEET NORTHEAST OF POWER LINE POLE AK6789'NUMBER 11, 133 FEET EAST OF A FIRE HYDRANT ON THE NORTH SIDE AK6789'OF ROAD AND AT THE SOUTH EDGE OF AN ORANGE GROVE. AK6789' AK6789'REFERENCE MARK 1, A STANDARD DISK STAMPED HAMILTON NO 1 1935, AK6789'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AK6789'SET FLUSH WITH THE GROUND SURFACE. IT IS 94 FEET AK6789'WEST-NORTHWEST OF THE POWER LINE POLE NUMBERED 11, 17.5 FEET AK6789'NORTH OF THE CENTER OF ROAD AND 1.3 FEET NORTH OF THE FIRE AK6789'HYDRANT. AK6789' AK6789'REFERENCE MARK 2, A STANDARD DISK STAMPED HAMILTON NO 2 1935, AK6789'IS CEMENTED IN A DRILL HOLE ON THE SOUTH CORNER OF THE CONCRETE AK6789'FOUNDATION OF THE SOUTHWEST LEG OF THE WATER TANK. AK6789' AK6789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AK6789'3/4 MILE NORTHEAST OF LAKE HAMILTON. AK6789 AK6789 STATION RECOVERY (1985) AK6789 AK6789'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 (RLM) AK6789'RECOVERED IN GOOD CONDITION. AK6789 AK6789 STATION RECOVERY (1998) AK6789 AK6789'RECOVERY NOTE BY US POWER SQUADRON 1998 AK6789'RECOVERED IN GOOD CONDITION. AK6789 AK6789 STATION RECOVERY (2003) AK6789 AK6789'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK6789'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7636 *********************************************************************** AF7636 DESIGNATION - K 107 AF7636 PID - AF7636 AF7636 STATE/COUNTY- FL/POLK AF7636 USGS QUAD - HESPERIDES (1972) AF7636 AF7636 *CURRENT SURVEY CONTROL AF7636 ___________________________________________________________________ AF7636* NAD 83(1999)- 27 57 47.79066(N) 081 24 29.49871(W) ADJUSTED AF7636* NAVD 88 - 19.2 (meters) 63. (feet) VERTCON AF7636 ___________________________________________________________________ AF7636 X - 842,226.611 (meters) COMP AF7636 Y - -5,574,355.695 (meters) COMP AF7636 Z - 2,972,907.548 (meters) COMP AF7636 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AF7636 ELLIP HEIGHT- -7.86 (meters) (07/06/01) GPS OBS AF7636 GEOID HEIGHT- -27.16 (meters) GEOID99 AF7636 AF7636 HORZ ORDER - SECOND AF7636 ELLP ORDER - FOURTH CLASS II AF7636 AF7636.The horizontal coordinates were established by GPS observations AF7636.and adjusted by the National Geodetic Survey in July 2001. AF7636 AF7636.The NAVD 88 height was computed by applying the VERTCON shift value to AF7636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7636 AF7636.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7636 AF7636.The Laplace correction was computed from DEFLEC99 derived deflections. AF7636 AF7636.The ellipsoidal height was determined by GPS observations AF7636.and is referenced to NAD 83. AF7636 AF7636.The geoid height was determined by GEOID99. AF7636 AF7636; North East Units Scale Converg. AF7636;SPC FL W - 402,280.424 258,228.017 MT 0.99998301 +0 16 39.0 AF7636;SPC FL E - 402,206.497 159,837.834 MT 0.99996108 -0 11 29.1 AF7636;UTM 17 - 3,093,201.247 459,851.537 MT 0.99961989 -0 11 29.1 AF7636 AF7636 SUPERSEDED SURVEY CONTROL AF7636 AF7636 NAD 83(1990)- 27 57 47.79078(N) 081 24 29.49910(W) AD( ) 2 AF7636 ELLIP HT - -7.85 (m) (12/04/92) GP( ) 3 2 AF7636 NGVD 29 - 19.6 (m) 64. (f) GPS OBS AF7636 AF7636.Superseded values are not recommended for survey control. AF7636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7636.See file dsdata.txt to determine how the superseded data were derived. AF7636 AF7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5985293201(NAD 83) AF7636_MARKER: F = FLANGE-ENCASED ROD AF7636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7636_STAMPING: K 107 1991 AF7636_MARK LOGO: NGS AF7636_PROJECTION: RECESSED 36 CENTIMETERS AF7636_MAGNETIC: N = NO MAGNETIC MATERIAL AF7636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7636+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF7636_ROD/PIPE-DEPTH: 11 meters AF7636 AF7636 HISTORY - Date Condition Report By AF7636 HISTORY - 1991 MONUMENTED KEISCH AF7636 HISTORY - 19970210 GOOD USPSQD AF7636 HISTORY - 20010118 GOOD FLDEP AF7636 HISTORY - 20030205 GOOD USPSQD AF7636 AF7636 STATION DESCRIPTION AF7636 AF7636'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7636'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF LAKE WALES AF7636'IN THE EAST RIGHT-OF-WAY OF CAMP MACK ROAD IN SECTION 15, TOWNSHIP 29 AF7636'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7636'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S. 27 IN AF7636'LAKE WALES, GO EAST ON S.R. 60 FOR 9.5 MI (15.3 KM) TO THE AF7636'INTERSECTION OF S.R. 60 AND BOY SCOUT ROAD. TURN LEFT AND GO NORTH ON AF7636'BOY SCOUT ROAD 3.5 MI (5.6 KM) TO THE INTERSECTION OF BOY SCOUT ROAD AF7636'AND CAMP MACK ROAD. TURN RIGHT AND GO NORTHEAST ON CAMP MACK ROAD 3.4 AF7636'MI (5.5 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES AF7636'8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, 24.4 FT AF7636'(7.4 M) WEST OF A BARBWIRE FENCE, AND 54.5 FT (16.6 M) NORTHEAST OF A AF7636'POWER POLE (NUMBER 6-12858). ACCESS TO DATUM POINT--THE STATION IS AF7636'RECESSED 1.2 FT (0.4 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7636'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7636'REFERENCES-- AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-12858), AF7636'SOUTH 31 DEGREES WEST AT 54.54 FT (16.62 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 79 AF7636'DEGREES WEST AT 18.90 FT (5.76 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 27 AF7636'DEGREES EAST AT 22.01 FT (6.71 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 73 DEGREES AF7636'EAST AT 30.23 FT (9.21 M). AF7636'SET CARSONITE WITNESS POST, SOUTH 31 DEGREES EAST AT 24.38 FT AF7636'(7.43 M). AF7636 AF7636 STATION RECOVERY (1997) AF7636 AF7636'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7636'RECOVERED IN GOOD CONDITION. AF7636 AF7636 STATION RECOVERY (2001) AF7636 AF7636'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7636'THE MARK IS ABOUT 14.8 MI (23.8 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7636'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM AF7636'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7636'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7636'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7636'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON AF7636'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40 AF7636'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7 AF7636'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT, AF7636'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.4 MI (5.5 KM) TO THE AF7636'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A AF7636'NGS LOGO CAP RECESSED 1.2 FT (0.4 M) BELOW THE LEVEL OF THE GROUND AND AF7636'BELOW THE LEVEL OF CAMP MACK ROAD, THE DATUM POINT IS RECESSED 0.3 FT AF7636'(9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 89.0 FT (27.1 M) AF7636'WEST-SOUTHWEST OF POWER POLE NUMBER FPC B11505, 25.0 FT (7.6 M) WEST AF7636'OF A BARBWIRE FENCE, 24.4 FT (7.4 M) NORTHWEST OF A CARSONITE WITNESS AF7636'POST, 19.4 FT (5.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF CAMP AF7636'MACK ROAD AND 8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE AF7636'PAVEMENT. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS AF7636'LOGO CAP. AF7636 AF7636 STATION RECOVERY (2003) AF7636 AF7636'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7636'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7613 *********************************************************************** AF7613 DESIGNATION - K074 AF7613 PID - AF7613 AF7613 STATE/COUNTY- FL/POLK AF7613 USGS QUAD - LAKE WALES (1993) AF7613 AF7613 *CURRENT SURVEY CONTROL AF7613 ___________________________________________________________________ AF7613* NAD 83(1999)- 27 59 50.45003(N) 081 34 29.53278(W) ADJUSTED AF7613* NAVD 88 - 47.7 (meters) 156. (feet) VERTCON AF7613 ___________________________________________________________________ AF7613 X - 825,751.162 (meters) COMP AF7613 Y - -5,575,054.851 (meters) COMP AF7613 Z - 2,976,255.480 (meters) COMP AF7613 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AF7613 ELLIP HEIGHT- 20.82 (meters) (07/06/01) GPS OBS AF7613 GEOID HEIGHT- -26.85 (meters) GEOID99 AF7613 AF7613 HORZ ORDER - SECOND AF7613 ELLP ORDER - FOURTH CLASS II AF7613 AF7613.The horizontal coordinates were established by GPS observations AF7613.and adjusted by the National Geodetic Survey in July 2001. AF7613 AF7613.The NAVD 88 height was computed by applying the VERTCON shift value to AF7613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7613 AF7613.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7613 AF7613.The Laplace correction was computed from DEFLEC99 derived deflections. AF7613 AF7613.The ellipsoidal height was determined by GPS observations AF7613.and is referenced to NAD 83. AF7613 AF7613.The geoid height was determined by GEOID99. AF7613 AF7613; North East Units Scale Converg. AF7613;SPC FL W - 405,987.850 241,815.340 MT 0.99996275 +0 11 58.5 AF7613;UTM 17 - 3,097,041.627 443,475.391 MT 0.99963943 -0 16 11.5 AF7613 AF7613 SUPERSEDED SURVEY CONTROL AF7613 AF7613 NAD 83(1990)- 27 59 50.45031(N) 081 34 29.53330(W) AD( ) 2 AF7613 ELLIP HT - 20.83 (m) (12/04/92) GP( ) 3 2 AF7613 NGVD 29 - 48.0 (m) 157. (f) GPS OBS AF7613 AF7613.Superseded values are not recommended for survey control. AF7613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7613.See file dsdata.txt to determine how the superseded data were derived. AF7613 AF7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4347597042(NAD 83) AF7613_MARKER: I = METAL ROD AF7613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7613_STAMPING: K074 1991 AF7613_MARK LOGO: NGS AF7613_PROJECTION: RECESSED 30 CENTIMETERS AF7613_MAGNETIC: N = NO MAGNETIC MATERIAL AF7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7613+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF7613_ROD/PIPE-DEPTH: 15.2 meters AF7613 AF7613 HISTORY - Date Condition Report By AF7613 HISTORY - 1991 MONUMENTED KEISCH AF7613 HISTORY - 19930511 GOOD KEISCH AF7613 HISTORY - 20030205 GOOD USPSQD AF7613 AF7613 STATION DESCRIPTION AF7613 AF7613'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7613'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF DUNDEE IN AF7613'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD NEAR THE NORTHWEST CORNER OF AF7613'SECTION 6, TOWNSHIP 29 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7613'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7613'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7613'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7613'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7613'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7613'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7613'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.2 MI AF7613'(0.3 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 7 AF7613'FT (2.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 145 FT (44.2 M) EAST AF7613'OF A POWER POLE (NUMBER 34) ON THE SOUTH SIDE OF THE ROAD, AND 114 FT AF7613'(34.7 M) EAST SOUTHEAST OF A POWER POLE (NUMBER 6-21916) ON THE NORTH AF7613'SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AF7613'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A AF7613'5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7613'REFERENCES-- AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 34), SOUTH AF7613'85 DEGREES WEST AT 145.09 FT (44.22 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AF7613'DEGREES WEST AT 11.82 FT (3.60 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 46 AF7613'DEGREES EAST AT 11.10 FT (3.38 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7613'85 DEGREES EAST AT 138.02 FT (42.07 M). AF7613'SET CARSONITE WITNESS POST, SOUTH 2 DEGRESS EAST AT 10.72 FT (3.27 M) AF7613 AF7613 STATION RECOVERY (1993) AF7613 AF7613'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7613'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF DUNDEE IN AF7613'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD IN SECTION 1, TOWNSHIP 29 SOUTH, AF7613'RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7613'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7613'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7613'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7613'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7613'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7613'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7613'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.2 MI AF7613'(0.3 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 7 AF7613'FT (2.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 145 FT (44.2 M) EAST AF7613'OF A POWER POLE (NUMBER 34) ON THE SOUTH SIDE OF THE ROAD, AND 114 FT AF7613'(34.7 M) EAST SOUTHEAST OF A POWER POLE (NUMBER 6-21916) ON THE NORTH AF7613'SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AF7613'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A AF7613'5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7613'REFERENCES-- AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 34), SOUTH AF7613'85 DEGREES WEST AT 145.09 FT (44.22 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AF7613'DEGREES WEST AT 11.82 FT (3.60 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 46 AF7613'DEGREES EAST AT 11.10 FT (3.38 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7613'85 DEGREES EAST AT 138.02 FT (42.07 M). AF7613'SET CARSONITE WITNESS POST, SOUTH 2 DEGRESS EAST AT 10.72 FT (3.27 M) AF7613'. AF7613 AF7613 STATION RECOVERY (2003) AF7613 AF7613'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7613'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7614 *********************************************************************** AF7614 DESIGNATION - K075 AF7614 PID - AF7614 AF7614 STATE/COUNTY- FL/POLK AF7614 USGS QUAD - LAKE WALES (1993) AF7614 AF7614 *CURRENT SURVEY CONTROL AF7614 ___________________________________________________________________ AF7614* NAD 83(1999)- 27 59 50.51195(N) 081 34 05.65827(W) ADJUSTED AF7614* NAVD 88 - 36.4 (meters) 119. (feet) VERTCON AF7614 ___________________________________________________________________ AF7614 X - 826,394.858 (meters) COMP AF7614 Y - -5,574,948.490 (meters) COMP AF7614 Z - 2,976,251.863 (meters) COMP AF7614 LAPLACE CORR- -2.93 (seconds) DEFLEC99 AF7614 ELLIP HEIGHT- 9.53 (meters) (07/06/01) GPS OBS AF7614 GEOID HEIGHT- -26.86 (meters) GEOID99 AF7614 AF7614 HORZ ORDER - SECOND AF7614 ELLP ORDER - FOURTH CLASS II AF7614 AF7614.The horizontal coordinates were established by GPS observations AF7614.and adjusted by the National Geodetic Survey in July 2001. AF7614 AF7614.The NAVD 88 height was computed by applying the VERTCON shift value to AF7614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7614 AF7614.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7614 AF7614.The Laplace correction was computed from DEFLEC99 derived deflections. AF7614 AF7614.The ellipsoidal height was determined by GPS observations AF7614.and is referenced to NAD 83. AF7614 AF7614.The geoid height was determined by GEOID99. AF7614 AF7614; North East Units Scale Converg. AF7614;SPC FL W - 405,992.046 242,467.638 MT 0.99996343 +0 12 09.7 AF7614;UTM 17 - 3,097,040.479 444,127.491 MT 0.99963853 -0 16 00.3 AF7614 AF7614 SUPERSEDED SURVEY CONTROL AF7614 AF7614 NAD 83(1990)- 27 59 50.51217(N) 081 34 05.65878(W) AD( ) 2 AF7614 ELLIP HT - 9.54 (m) (12/04/92) GP( ) 3 2 AF7614 NGVD 29 - 36.7 (m) 120. (f) GPS OBS AF7614 AF7614.Superseded values are not recommended for survey control. AF7614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7614.See file dsdata.txt to determine how the superseded data were derived. AF7614 AF7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4412797040(NAD 83) AF7614_MARKER: I = METAL ROD AF7614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7614_STAMPING: K075 1991 AF7614_MARK LOGO: NGS AF7614_PROJECTION: RECESSED 30 CENTIMETERS AF7614_MAGNETIC: N = NO MAGNETIC MATERIAL AF7614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7614+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF7614_ROD/PIPE-DEPTH: 9.1 meters AF7614 AF7614 HISTORY - Date Condition Report By AF7614 HISTORY - 1991 MONUMENTED KEISCH AF7614 HISTORY - 19970210 GOOD USPSQD AF7614 HISTORY - 20030205 GOOD USPSQD AF7614 AF7614 STATION DESCRIPTION AF7614 AF7614'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7614'THE STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF DUNDEE IN AF7614'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD NEAR THE NORTHEAST CORNER OF AF7614'SECTION 1, TOWNSHIP 29 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7614'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7614'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7614'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7614'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7614'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7614'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7614'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.6 MI AF7614'(1.0 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES AF7614'23 FT (7.0 M) NORTHWEST FROM A POWER POLE (NO NUMBER) ON THE AF7614'SOUTHSIDE OF THE ROAD, 40 FT (12.2 M) SOUTH SOUTHWEST OF A POWER POLE AF7614'(NUMBER 6-21923) ON THE NORTH SIDE OF THE ROAD, AND 6 FT (1.8 M) AF7614'SOUTH OF THE SOUTH EDGE OF PAVEMENT. ACCESS TO DATUM POINT--THE AF7614'STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP AF7614'WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE AF7614'COLLLAR. AF7614'REFERENCES-- AF7614'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 73 AF7614'DEGREES WEST AT 24.31 FT (7.41 M) , AF7614'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-21923), AF7614'NORTH 16 DEGREES WEST AT 40.41 FT (12.32 M). AF7614'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 75 AF7614'DEGREES EAST AT 30.08 FT (9.17 M). AF7614'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7614'46 DEGREES EAST AT 23.38 FT (7.13 M). AF7614'SET CARSONITE WITNESS POST, SOUTH 24 DEGREES WEST AT 26.88 FT AF7614'(8.19 M). AF7614 AF7614 STATION RECOVERY (1997) AF7614 AF7614'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7614'RECOVERED IN GOOD CONDITION. AF7614 AF7614 STATION RECOVERY (2003) AF7614 AF7614'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7614'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7623 *********************************************************************** AF7623 DESIGNATION - K090 AF7623 PID - AF7623 AF7623 STATE/COUNTY- FL/POLK AF7623 USGS QUAD - HESPERIDES (1972) AF7623 AF7623 *CURRENT SURVEY CONTROL AF7623 ___________________________________________________________________ AF7623* NAD 83(1999)- 27 59 57.70488(N) 081 29 46.21600(W) ADJUSTED AF7623* NAVD 88 - 40.8 (meters) 134. (feet) VERTCON AF7623 ___________________________________________________________________ AF7623 X - 833,391.620 (meters) COMP AF7623 Y - -5,573,805.531 (meters) COMP AF7623 Z - 2,976,449.360 (meters) COMP AF7623 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AF7623 ELLIP HEIGHT- 13.77 (meters) (07/06/01) GPS OBS AF7623 GEOID HEIGHT- -27.05 (meters) GEOID99 AF7623 AF7623 HORZ ORDER - SECOND AF7623 ELLP ORDER - FOURTH CLASS II AF7623 AF7623.The horizontal coordinates were established by GPS observations AF7623.and adjusted by the National Geodetic Survey in July 2001. AF7623 AF7623.The NAVD 88 height was computed by applying the VERTCON shift value to AF7623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7623 AF7623.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7623 AF7623.The Laplace correction was computed from DEFLEC99 derived deflections. AF7623 AF7623.The ellipsoidal height was determined by GPS observations AF7623.and is referenced to NAD 83. AF7623 AF7623.The geoid height was determined by GEOID99. AF7623 AF7623; North East Units Scale Converg. AF7623;SPC FL W - 406,240.628 249,555.287 MT 0.99997148 +0 14 11.5 AF7623;UTM 17 - 3,097,230.917 451,214.574 MT 0.99962937 -0 13 58.6 AF7623 AF7623 SUPERSEDED SURVEY CONTROL AF7623 AF7623 NAD 83(1990)- 27 59 57.70525(N) 081 29 46.21657(W) AD( ) 2 AF7623 ELLIP HT - 13.78 (m) (12/04/92) GP( ) 3 2 AF7623 NGVD 29 - 41.1 (m) 135. (f) GPS OBS AF7623 AF7623.Superseded values are not recommended for survey control. AF7623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7623.See file dsdata.txt to determine how the superseded data were derived. AF7623 AF7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5121597231(NAD 83) AF7623_MARKER: I = METAL ROD AF7623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7623_STAMPING: K090 1991 AF7623_MARK LOGO: NGS AF7623_PROJECTION: RECESSED 48 CENTIMETERS AF7623_MAGNETIC: N = NO MAGNETIC MATERIAL AF7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7623+SATELLITE: SATELLITE OBSERVATIONS - 1991 AF7623_ROD/PIPE-DEPTH: 13.4 meters AF7623 AF7623 HISTORY - Date Condition Report By AF7623 HISTORY - 1991 MONUMENTED KEISCH AF7623 HISTORY - 19970210 GOOD USPSQD AF7623 HISTORY - 20030411 MARK NOT FOUND INDIV AF7623 AF7623 STATION DESCRIPTION AF7623 AF7623'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7623'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF LAKE AF7623'HAMILTON IN THE WEST RIGHT-OF-WAY OF FIRE TOWER ROAD NEAR THE AF7623'SOUTHWEST CORNER OF SECTION 35, TOWNSHIP 28 SOUTH, RANGE 28 EAST, AF7623'POLK COUNTY, FLORIDA. AF7623'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27A AND C.R. 542 AF7623'(LAKE HATCHINEHA ROAD) IN LAKE HAMILTON, GO EAST ON C.R. 542 FOR 7.6 AF7623'MI (12.2 KM) TO THE INTERSECTION OF C.R. 542 AND FIRE TOWER ROAD. AF7623'TURN RIGHT AND GO SOUTH ON FIRE TOWER ROAD 1.9 MI (3.1 KM) TO THE AF7623'STATION IN THE WEST RIGHT-OF-WAY. THE STATION LIES 60 FT (18.3 M) AF7623'NORTHWEST OF A POWER POLE (NUMBER 6-78017), 26 FT (7.9 M) EAST OF A AF7623'HOG WIRE FENCE, AND 15.6 FT (4.8 M) WEST OF THE WEST EDGE OF ROAD. AF7623'ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.5 FT (0.5 M) BELOW AF7623'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AF7623'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7623'REFERENCES-- AF7623'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 69 DEGREES AF7623'WEST AT 37.60 FT (11.46 M). AF7623'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 32 DEGREES AF7623'WEST AT 41.56 FT (12.67 M). AF7623'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 75 DEGREES AF7623'EAST AT 66.00 FT (20.12 M). AF7623'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-78071), AF7623'SOUTH 32 DEGREES EAST AT 60.19 FT (18.35 M). AF7623'SET CARSONITE WITNESS POST, NORTH 77 DEGREES WEST AT 20.71 FT AF7623'(6.31 M). AF7623 AF7623 STATION RECOVERY (1997) AF7623 AF7623'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7623'RECOVERED IN GOOD CONDITION. AF7623 AF7623 STATION RECOVERY (2003) AF7623 AF7623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO) AF7623'THE MARK WAS DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK7112 *********************************************************************** AK7112 DESIGNATION - K091 AK7112 PID - AK7112 AK7112 STATE/COUNTY- FL/POLK AK7112 USGS QUAD - LAKE HATCHINEHA (1987) AK7112 AK7112 *CURRENT SURVEY CONTROL AK7112 ___________________________________________________________________ AK7112* NAD 83(1999)- 28 00 22.11931(N) 081 29 45.00625(W) ADJUSTED AK7112* NAVD 88 - 40.5 (meters) 133. (feet) VERTCON AK7112 ___________________________________________________________________ AK7112 X - 833,372.095 (meters) COMP AK7112 Y - -5,573,451.430 (meters) COMP AK7112 Z - 2,977,112.806 (meters) COMP AK7112 LAPLACE CORR- -2.68 (seconds) DEFLEC99 AK7112 ELLIP HEIGHT- 13.51 (meters) (07/06/01) GPS OBS AK7112 GEOID HEIGHT- -27.07 (meters) GEOID99 AK7112 AK7112 HORZ ORDER - SECOND AK7112 ELLP ORDER - FOURTH CLASS II AK7112 AK7112.The horizontal coordinates were established by GPS observations AK7112.and adjusted by the National Geodetic Survey in July 2001. AK7112 AK7112.The NAVD 88 height was computed by applying the VERTCON shift value to AK7112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7112 AK7112.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7112 AK7112.The Laplace correction was computed from DEFLEC99 derived deflections. AK7112 AK7112.The ellipsoidal height was determined by GPS observations AK7112.and is referenced to NAD 83. AK7112 AK7112.The geoid height was determined by GEOID99. AK7112 AK7112; North East Units Scale Converg. AK7112;SPC FL W - 406,992.291 249,585.235 MT 0.99997151 +0 14 12.3 AK7112;UTM 17 - 3,097,982.052 451,250.668 MT 0.99962933 -0 13 58.2 AK7112 AK7112 SUPERSEDED SURVEY CONTROL AK7112 AK7112 NAD 83(1990)- 28 00 22.11969(N) 081 29 45.00683(W) AD( ) 2 AK7112 ELLIP HT - 13.52 (m) (12/04/92) GP( ) 3 2 AK7112 NGVD 29 - 40.9 (m) 134. (f) GPS OBS AK7112 AK7112.Superseded values are not recommended for survey control. AK7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7112.See file dsdata.txt to determine how the superseded data were derived. AK7112 AK7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5125197982(NAD 83) AK7112_MARKER: I = METAL ROD AK7112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7112_STAMPING: K091 1991 AK7112_MARK LOGO: NGS AK7112_PROJECTION: RECESSED 36 CENTIMETERS AK7112_MAGNETIC: N = NO MAGNETIC MATERIAL AK7112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7112+SATELLITE: SATELLITE OBSERVATIONS - 1991 AK7112_ROD/PIPE-DEPTH: 13.4 meters AK7112 AK7112 HISTORY - Date Condition Report By AK7112 HISTORY - 1991 MONUMENTED KEISCH AK7112 HISTORY - 20030411 MARK NOT FOUND INDIV AK7112 AK7112 STATION DESCRIPTION AK7112 AK7112'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7112'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF LAKE AK7112'HAMILTON IN THE WEST RIGHT-OF-WAY OF FIRE TOWER ROAD NEAR THE AK7112'SOUTHWEST CORNER OF SECTION 35, TOWNSHIP 28 SOUTH, RANGE 28 EAST, AK7112'POLK COUNTY, FLORIDA. AK7112'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27A AND C.R. 542 AK7112'(LAKE HATCHINEHA ROAD) IN LAKE HAMILTON, GO EAST ON C.R. 542 FOR 7.6 AK7112'MI (12.2 KM) TO THE INTERSECTION OF C.R. 542 AND FIRE TOWER ROAD. AK7112'TURN RIGHT AND GO SOUTH ON FIRE TOWER ROAD 1.4 MI (2.3 KM) TO THE AK7112'STATION IN THE WEST RIGHT-OF-WAY. THE STATION LIES 51 FT (15.5 M) AK7112'WEST SOUTHWEST OF A POWER POLE (NUMBER 6-78026), 35 FT (10.7 M) EAST AK7112'OF A BARBWIRE FENCE, AND 8.6 FT (2.6 M) WEST OF THE WEST EDGE OF THE AK7112'ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.2 FT (0.4 M) AK7112'BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AK7112'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7112'REFERENCES-- AK7112'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 52 DEGREES AK7112'WEST AT 45.57 FT (13.89 M). AK7112'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 42 DEGREES AK7112'WEST AT 48.91 FT (14.91 M). AK7112'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-78026), AK7112'NORTH 64 DEGREES EAST AT 50.85 FT (15.50 M). AK7112'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 66 DEGREES AK7112'EAST AT 70.66 FT (21.54 M). AK7112'SET CARSONITE WITNESS POST, NORTH 77 DEGREES WEST AT 23.46 FT AK7112'(7.15 M). AK7112 AK7112 STATION RECOVERY (2003) AK7112 AK7112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO) AK7112'THE MARK WAS DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF7026 *********************************************************************** AF7026 DESIGNATION - KLS 29 W 20 A FLDNR AF7026 PID - AF7026 AF7026 STATE/COUNTY- FL/POLK AF7026 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7026 AF7026 *CURRENT SURVEY CONTROL AF7026 ___________________________________________________________________ AF7026* NAD 83(1986)- 27 56 56. (N) 081 20 51. (W) SCALED AF7026* NAVD 88 - 16.012 (meters) 52.53 (feet) ADJUSTED AF7026 ___________________________________________________________________ AF7026 GEOID HEIGHT- -27.23 (meters) GEOID99 AF7026 DYNAMIC HT - 15.988 (meters) 52.45 (feet) COMP AF7026 MODELED GRAV- 979,146.4 (mgal) NAVD 88 AF7026 AF7026 VERT ORDER - SECOND CLASS II AF7026 AF7026.The horizontal coordinates were scaled from a topographic map and have AF7026.an estimated accuracy of +/- 6 seconds. AF7026 AF7026.The orthometric height was determined by differential leveling AF7026.and adjusted by the National Geodetic Survey in June 1991. AF7026 AF7026.The geoid height was determined by GEOID99. AF7026 AF7026.The dynamic height is computed by dividing the NAVD 88 AF7026.geopotential number by the normal gravity value computed on the AF7026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7026.degrees latitude (g = 980.6199 gals.). AF7026 AF7026.The modeled gravity was interpolated from observed gravity values. AF7026 AF7026; North East Units Estimated Accuracy AF7026;SPC FL W - 400,720. 264,210. MT (+/- 180 meters Scaled) AF7026 AF7026 SUPERSEDED SURVEY CONTROL AF7026 AF7026 NGVD 29 - 16.380 (m) 53.74 (f) ADJUSTED 2 2 AF7026 AF7026.Superseded values are not recommended for survey control. AF7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7026.See file dsdata.txt to determine how the superseded data were derived. AF7026 AF7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML658915(NAD 83) AF7026_MARKER: DB = BENCH MARK DISK AF7026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7026_STAMPING: KLS 29W 20A 1983 BSM AF7026_MARK LOGO: FLDNR AF7026_PROJECTION: RECESSED 3 CENTIMETERS AF7026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7026+STABILITY: SURFACE MOTION AF7026 AF7026 HISTORY - Date Condition Report By AF7026 HISTORY - 1983 MONUMENTED FLDNR AF7026 HISTORY - 20030205 GOOD USPSQD AF7026 AF7026 STATION DESCRIPTION AF7026 AF7026'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7026'21.35 MI ENE FROM LAKE WALES. AF7026'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7026'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE INTERSECTION OF BOY AF7026'SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK ROAD, GO AF7026'5.25 MILES EAST ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE KISSIMMEE AF7026'STATE PARK, GO 2.0 MILES SOUTHERLY ON THE PARK ROAD AF7026'TO A SERVICE ROAD, GO 0.15 MILE ON THE SERVICE ROAD TO A ROAD FORK, AF7026'BEAR RIGHT AND GO 0.1 MILE TO THE DRIVE TO THE HOUSE OF THE PARK AF7026'SUPERINTENDENT, GO ALONG THE DRIVE AND THE DIM ROAD AROUND THE HOUSE AF7026'FOR 0.15 MILE TO A FENCE LINE, GO 0.25 MILE SOUTHEAST ON THE DIM ROAD AF7026'ALONG THE FENCE LINE TO A ROAD FORK, BEAR LEFT AND GO 0.65 MILE EAST AF7026'ON THE DIM ROAD TO A ROAD JUNCTION, BEAR RIGHT (SOUTHERLY) AND GO 0.15 AF7026'MILE TO A ROAD FORK, BEAR LEFT AND GO 0.65 MILE TO A ROAD FORK AND THE AF7026'MARK. THE MARK BEARS 42 FEET WEST-SOUTHWEST OF THE ROAD FORK, 20.5 AF7026'FEET NORTH-NORTHWEST OF THE WESTERNMOST TREE (17-INCH DIAMETER) 0F TWO AF7026'OAK TREES, 16.7 FEET SOUTH OF THE CENTERLINE OF THE DIM ROAD LEADING AF7026'EAST, 68.3 FEET SOUTH OF A LARGE TWIN-TRUNKED OAK, AND 1.3 FEET NORTH AF7026'OF A METAL WITNESS POST. AF7026 AF7026 STATION RECOVERY (2003) AF7026 AF7026'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7026'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK6790 *********************************************************************** AK6790 DESIGNATION - LAKE HAMILTON WATER TANK AK6790 PID - AK6790 AK6790 STATE/COUNTY- FL/POLK AK6790 USGS QUAD - DUNDEE (1987) AK6790 AK6790 *CURRENT SURVEY CONTROL AK6790 ___________________________________________________________________ AK6790* NAD 83(1990)- 28 02 54.18261(N) 081 36 46.54731(W) ADJUSTED AK6790* NAVD 88 - AK6790 ___________________________________________________________________ AK6790 LAPLACE CORR- -2.47 (seconds) DEFLEC99 AK6790 GEOID HEIGHT- -26.92 (meters) GEOID99 AK6790 AK6790 HORZ ORDER - THIRD AK6790 AK6790.The horizontal coordinates were established by classical geodetic methods AK6790.and adjusted by the National Geodetic Survey in May 1991. AK6790 AK6790 AK6790.The Laplace correction was computed from DEFLEC99 derived deflections. AK6790 AK6790.The geoid height was determined by GEOID99. AK6790 AK6790; North East Units Scale Converg. AK6790;SPC FL W - 411,631.026 238,053.852 MT 0.99995904 +0 10 55.2 AK6790;UTM 17 - 3,102,713.650 439,761.489 MT 0.99964479 -0 17 17.6 AK6790 AK6790 SUPERSEDED SURVEY CONTROL AK6790 AK6790 NAD 83(1986)- 28 02 54.19398(N) 081 36 46.56946(W) AD( ) 4 AK6790 NAD 27 - 28 02 53.12300(N) 081 36 47.29400(W) AD( ) 3 AK6790 AK6790.Superseded values are not recommended for survey control. AK6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6790.See file dsdata.txt to determine how the superseded data were derived. AK6790 AK6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3976102714(NAD 83) AK6790_MARKER: 51 = TANK AK6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6790+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003 AK6790 AK6790 HISTORY - Date Condition Report By AK6790 HISTORY - 1935 FIRST OBSERVED CGS AK6790 HISTORY - 1958 GOOD CGS AK6790 HISTORY - 1989 GOOD USPSQD AK6790 HISTORY - 19980325 GOOD USPSQD AK6790 HISTORY - 20030207 GOOD USPSQD AK6790 AK6790 STATION DESCRIPTION AK6790 AK6790'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW) AK6790'THIS STATION WAS RECOVERED IN AUGUST, 1958. IT IS LOCATED 0.5 AK6790'MI. E OF THE TOWN OF LAKE HAMILTON, ON TOP OF A HILL, IN AN AK6790'ORANGE GROVE, 100 FT. N OF AN E AND W DIRT ROAD. IT IS THE AK6790'CENTER OF THE TOP OF A SILVER-COLORED STEEL WATER TANK. AK6790 AK6790 STATION RECOVERY (1989) AK6790 AK6790'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD) AK6790'RECOVERED IN GOOD CONDITION. AK6790 AK6790 STATION RECOVERY (1998) AK6790 AK6790'RECOVERY NOTE BY US POWER SQUADRON 1998 AK6790'RECOVERED IN GOOD CONDITION. AK6790 AK6790 STATION RECOVERY (2003) AK6790 AK6790'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK6790'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF0465 *********************************************************************** AF0465 DESIGNATION - MOUNTAIN LAKE SINGING TOWER AF0465 PID - AF0465 AF0465 STATE/COUNTY- FL/POLK AF0465 USGS QUAD - LAKE WALES (1993) AF0465 AF0465 *CURRENT SURVEY CONTROL AF0465 ___________________________________________________________________ AF0465* NAD 83(1990)- 27 56 07.22356(N) 081 34 39.00399(W) ADJUSTED AF0465* NAVD 88 - AF0465 ___________________________________________________________________ AF0465 LAPLACE CORR- -2.93 (seconds) DEFLEC99 AF0465 GEOID HEIGHT- -26.65 (meters) GEOID99 AF0465 AF0465 HORZ ORDER - THIRD AF0465 AF0465.The horizontal coordinates were established by classical geodetic methods AF0465.and adjusted by the National Geodetic Survey in May 1991. AF0465 AF0465 AF0465.The Laplace correction was computed from DEFLEC99 derived deflections. AF0465 AF0465.The geoid height was determined by GEOID99. AF0465 AF0465; North East Units Scale Converg. AF0465;SPC FL W - 399,115.663 241,580.327 MT 0.99996251 +0 11 52.6 AF0465;UTM 17 - 3,090,173.813 443,184.233 MT 0.99963984 -0 16 14.0 AF0465 AF0465 SUPERSEDED SURVEY CONTROL AF0465 AF0465 NAD 83(1986)- 27 56 07.23409(N) 081 34 39.02500(W) AD( ) 4 AF0465 NAD 27 - 27 56 06.15900(N) 081 34 39.74200(W) AD( ) 3 AF0465 AF0465.Superseded values are not recommended for survey control. AF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0465.See file dsdata.txt to determine how the superseded data were derived. AF0465 AF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4318490174(NAD 83) AF0465_MARKER: 55 = TOWER AF0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF0465+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003 AF0465 AF0465 HISTORY - Date Condition Report By AF0465 HISTORY - 1935 FIRST OBSERVED CGS AF0465 HISTORY - 1990 GOOD USPSQD AF0465 HISTORY - 19950824 GOOD USPSQD AF0465 HISTORY - 20030205 GOOD USPSQD AF0465 AF0465 STATION DESCRIPTION AF0465 AF0465'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF0466 *********************************************************************** AF0466 DESIGNATION - NORNABELL AF0466 PID - AF0466 AF0466 STATE/COUNTY- FL/POLK AF0466 USGS QUAD - LAKE WALES (1993) AF0466 AF0466 *CURRENT SURVEY CONTROL AF0466 ___________________________________________________________________ AF0466* NAD 83(1990)- 27 56 10.03065(N) 081 34 41.72200(W) ADJUSTED AF0466* NAVD 88 - 49. (meters) 161. (feet) SCALED AF0466 ___________________________________________________________________ AF0466 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AF0466 GEOID HEIGHT- -26.65 (meters) GEOID99 AF0466 AF0466 HORZ ORDER - FIRST AF0466 AF0466.The horizontal coordinates were established by classical geodetic methods AF0466.and adjusted by the National Geodetic Survey in May 1991. AF0466 AF0466.The orthometric height was scaled from a topographic map. AF0466 AF0466.The Laplace correction was computed from DEFLEC99 derived deflections. AF0466 AF0466.The geoid height was determined by GEOID99. AF0466 AF0466; North East Units Scale Converg. AF0466;SPC FL W - 399,201.813 241,505.725 MT 0.99996243 +0 11 51.3 AF0466;UTM 17 - 3,090,260.543 443,110.361 MT 0.99963995 -0 16 15.3 AF0466 AF0466: Primary Azimuth Mark Grid Az AF0466:SPC FL W - NORNABELL AZ MK 281 05 26.1 AF0466:UTM 17 - NORNABELL AZ MK 281 33 32.7 AF0466 AF0466|---------------------------------------------------------------------| AF0466| PID Reference Object Distance Geod. Az | AF0466| dddmmss.s | AF0466| CW7764 NORNABELL RM 1 24.896 METERS 23332 | AF0466| CW7763 NORNABELL AZ MK 2811717.4 | AF0466| CW7765 NORNABELL RM 2 33.568 METERS 31105 | AF0466| AK6788 DUNDEE WATER TANK APPROX.10.2 KM 3383924.6 | AF0466|---------------------------------------------------------------------| AF0466 AF0466 SUPERSEDED SURVEY CONTROL AF0466 AF0466 NAD 83(1986)- 27 56 10.04127(N) 081 34 41.74308(W) AD( ) 1 AF0466 NAD 27 - 27 56 08.95700(N) 081 34 42.46900(W) AD( ) 1 AF0466 AF0466.Superseded values are not recommended for survey control. AF0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0466.See file dsdata.txt to determine how the superseded data were derived. AF0466 AF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4311090261(NAD 83) AF0466_MARKER: DS = TRIANGULATION STATION DISK AF0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF0466 AF0466 HISTORY - Date Condition Report By AF0466 HISTORY - 1935 MONUMENTED CGS AF0466 HISTORY - 1936 GOOD CGS AF0466 HISTORY - 1942 GOOD CGS AF0466 HISTORY - 1963 GOOD CGS AF0466 HISTORY - 1971 GOOD USAF AF0466 HISTORY - 1990 GOOD USPSQD AF0466 HISTORY - 19950824 POOR USPSQD AF0466 HISTORY - 20030205 POOR USPSQD AF0466 AF0466 STATION DESCRIPTION AF0466 AF0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AF0466'STATION IS 19.6 FEET N OF A 14-INCH PINE TREE AND 25 FEET S OF AF0466'ANOTHER PINE TREE. THESE TWO TREES AND THE STATION ARE IN LINE AF0466'MEASUREMENTS MADE FROM THE E SIDE OF THE TREE. THE MARK PROJECTS AF0466'4 INCHES ABOVE THE SURFACE OF THE GROUND. AF0466' AF0466'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AF0466'BRONZE DISKS SET IN CONCRETE. AF0466' AF0466'REFERENCE MARK NO. 1 IS W OF THE STATION AT THE NW CORNER OF AF0466'THE HEDGE AROUND THE PARKING SPACE WHICH IS WNW OF THE AF0466'TOWER. MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. AF0466' AF0466'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE CLEARED SPACE AF0466'WITH SOME TALL PINES. MARK PROJECTS 4 INCHES ABOVE THE SURFACE AF0466'OF THE GROUND. AF0466' AF0466'AZIMUTH MARK IS 0.4 MILE NW OF THE STATION. TO REACH FROM THE AF0466'STATION GO N FROM THE STATION 0.2 MILE TURN LEFT AND GO 0.3 MILE AF0466'AND TURN LEFT AGAIN GO 0.1 MILE AND TURN RIGHT AND GO 0.1 MILE AF0466'TO A POINT ON THE ROAD OPPOSITE THE MARK. MARK IS 90 FEET FROM AF0466'THE ROAD ON N SIDE AND IS 10 FEET SE OF A TELEPHONE POLE. MARK AF0466'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS VISIBLE AF0466'FROM THE GROUND AT THE STATION. AF0466' AF0466'TO REACH THE STATION FROM LAKE WALES, GO N ON HIGHWAY 8 FOR AF0466'2.0 MILES TO THE S GATE ENTRANCE TO THE SINGING TOWER. THIS IS AF0466'THE CLUB MEMBERS PRIVATE ENTRANCE. THE GATEMAN WILL DIRECT THE AF0466'PARTY TO THE STATION SITE WHICH IS 1.5 MILES FROM THE AF0466'GATE. STATION IS 25 FEET W OF THE CENTER LINE OF THE CLAY ROAD AF0466'TO THE TOWER, 150 YARDS NW OF THE TOWER. AF0466' AF0466'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION. AF0466' AF0466'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND. AF0466 AF0466 STATION RECOVERY (1936) AF0466 AF0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP) AF0466'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. AF0466' AF0466'AZIMUTH MARK IS 76 FEET (NOT 90 FEET) N OF THE CENTER LINE OF AF0466'THE ROAD AND 2 FEET (NOT 10 FEET) E OF TELEPHONE POLE. AF0466' AF0466'ALL LIGHTS COME INTO VIEW AT 75 FEET. AF0466' AF0466'HEIGHT OF LIGHT ABOVE STATION MARK 114 FEET. AF0466 AF0466 STATION RECOVERY (1942) AF0466 AF0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HMN) AF0466'MARKS RECOVERED IN VERY GOOD CONDITION. AF0466' AF0466'THERE ARE THREE BENCH MARKS CONSISTING OF BRONZE DISKS SET IN AF0466'THE TOP OF CONCRETE POSTS PROJECTING ABOUT 5 INCHES ABOVE GROUND. AF0466 AF0466 STATION RECOVERY (1963) AF0466 AF0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS) AF0466'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN AF0466'GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND AFTER A THOROUGH AF0466'SEARCH. AF0466' AF0466'THE STATION IS LOCATED AT THE SINGING TOWER ON IRON MOUNTAIN AF0466'ABOUT 3 MILES NORTH OF LAKE WALES. AF0466' AF0466'THE STATION MARK IS A STANDARD DISK STAMPED NORNABELL 1935 SET AF0466'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, AF0466'IN A CLEARED AREA ABOUT 300 FEET NORTHWEST OF THE TOWER AND 25 AF0466'FEET WEST OF A CLAY ROAD. AF0466' AF0466'REFERENCE MARK 1, A STANDARD DISK STAMPED NORNABELL NO 1 1935 AF0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, AF0466'IS IN THE SHRUBBERY WEST OF THE STATION. AF0466' AF0466'REFERENCE MARK 2, A STANDARD DISK STAMPED NORNABELL NO 2 1935 AF0466'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, AF0466'IS NORTH OF THE STATION IN AN OPEN AREA. AF0466' AF0466'NOTE--ANY GARDENER WORKING AROUND THE TOWER CAN SHOW THE LOCATION AF0466'OF THE MARKS. AF0466 AF0466 STATION RECOVERY (1971) AF0466 AF0466'RECOVERY NOTE BY US AIR FORCE 1971 AF0466'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION AF0466'AS DESCRIBED. NO SEARCH WAS MADE FOR THE AZIMUTH MARK. REFERENCE AF0466'MARK 1 WAS BRIEFLY SEARCHED FOR BUT IT WAS NOT FOUND. AF0466' AF0466'ROUTE DESCRIPTION IS ADEQUATE. AF0466 AF0466 STATION RECOVERY (1990) AF0466 AF0466'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AF0466'RECOVERED IN GOOD CONDITION. AF0466 AF0466 STATION RECOVERY (1995) AF0466 AF0466'RECOVERY NOTE BY US POWER SQUADRON 1995 AF0466'MARK RECOVERED IN POOR CONDITION. AF0466 AF0466 STATION RECOVERY (2003) AF0466 AF0466'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF0466'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK1732 *********************************************************************** AK1732 DESIGNATION - Y 63 AK1732 PID - AK1732 AK1732 STATE/COUNTY- FL/POLK AK1732 USGS QUAD - DUNDEE (1987) AK1732 AK1732 *CURRENT SURVEY CONTROL AK1732 ___________________________________________________________________ AK1732* NAD 83(1986)- 28 02 36. (N) 081 37 14. (W) SCALED AK1732* NAVD 88 - 44.404 (meters) 145.68 (feet) ADJUSTED AK1732 ___________________________________________________________________ AK1732 GEOID HEIGHT- -26.88 (meters) GEOID99 AK1732 DYNAMIC HT - 44.338 (meters) 145.47 (feet) COMP AK1732 MODELED GRAV- 979,151.9 (mgal) NAVD 88 AK1732 AK1732 VERT ORDER - SECOND CLASS 0 AK1732 AK1732.The horizontal coordinates were scaled from a topographic map and have AK1732.an estimated accuracy of +/- 6 seconds. AK1732 AK1732.The orthometric height was determined by differential leveling AK1732.and adjusted by the National Geodetic Survey in June 1991. AK1732 AK1732.The geoid height was determined by GEOID99. AK1732 AK1732.The dynamic height is computed by dividing the NAVD 88 AK1732.geopotential number by the normal gravity value computed on the AK1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1732.degrees latitude (g = 980.6199 gals.). AK1732 AK1732.The modeled gravity was interpolated from observed gravity values. AK1732 AK1732; North East Units Estimated Accuracy AK1732;SPC FL W - 411,070. 237,310. MT (+/- 180 meters Scaled) AK1732 AK1732 SUPERSEDED SURVEY CONTROL AK1732 AK1732 NGVD 29 - 44.671 (m) 146.56 (f) ADJ UNCH 2 0 AK1732 AK1732.Superseded values are not recommended for survey control. AK1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1732.See file dsdata.txt to determine how the superseded data were derived. AK1732 AK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM390021(NAD 83) AK1732_MARKER: DB = BENCH MARK DISK AK1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1732_STAMPING: Y 63 1934 AK1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1732+STABILITY: SURFACE MOTION AK1732 AK1732 HISTORY - Date Condition Report By AK1732 HISTORY - 1934 MONUMENTED CGS AK1732 HISTORY - 1958 GOOD NGS AK1732 HISTORY - 1988 MARK NOT FOUND USPSQD AK1732 HISTORY - 20030207 GOOD USPSQD AK1732 AK1732 STATION DESCRIPTION AK1732 AK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1732'AT LAKE HAMILTON. AK1732'AT LAKE HAMILTON, 200 YARDS SOUTHEAST OF THE POST OFFICE, 125 AK1732'YARDS EAST OF THE FIRE HOUSE AT THE INTERSECTION OF SMITH AVENUE AK1732'AND SECOND STREET, 93 FT. NORTH OF THE CENTER LINE OF SMITH AK1732'AVENUE, 57 FT. EAST OF THE CENTER LINE OF SECOND STREET, 103 FT. AK1732'WEST OF U.S. HIGHWAY 27A, 23 FT. WEST OF THE WEST RAIL OF THE AK1732'ATLANTIC COAST LINE RAILROAD 3.2 FT. SOUTHEAST OF TELEPHONE AK1732'POLE E38, 2 FT. SOUTH OF A CONCRETE WITNESS POST, SET IN THE AK1732'TOP OF A CONCRETE POST WHICH IS 0.3 FT. BELOW THE TOP OF THE AK1732'GROUND. AK1732 AK1732 STATION RECOVERY (1988) AK1732 AK1732'RECOVERY NOTE BY US POWER SQUADRON 1988 (HMD) AK1732'MARK NOT FOUND. AK1732 AK1732 STATION RECOVERY (2003) AK1732 AK1732'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK1732'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK1733 *********************************************************************** AK1733 DESIGNATION - Z 63 AK1733 PID - AK1733 AK1733 STATE/COUNTY- FL/POLK AK1733 USGS QUAD - DUNDEE (1987) AK1733 AK1733 *CURRENT SURVEY CONTROL AK1733 ___________________________________________________________________ AK1733* NAD 83(1986)- 28 01 21. (N) 081 37 21. (W) SCALED AK1733* NAVD 88 - 45.196 (meters) 148.28 (feet) ADJUSTED AK1733 ___________________________________________________________________ AK1733 GEOID HEIGHT- -26.81 (meters) GEOID99 AK1733 DYNAMIC HT - 45.128 (meters) 148.06 (feet) COMP AK1733 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AK1733 AK1733 VERT ORDER - SECOND CLASS 0 AK1733 AK1733.The horizontal coordinates were scaled from a topographic map and have AK1733.an estimated accuracy of +/- 6 seconds. AK1733 AK1733.The orthometric height was determined by differential leveling AK1733.and adjusted by the National Geodetic Survey in June 1991. AK1733 AK1733.The geoid height was determined by GEOID99. AK1733 AK1733.The dynamic height is computed by dividing the NAVD 88 AK1733.geopotential number by the normal gravity value computed on the AK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1733.degrees latitude (g = 980.6199 gals.). AK1733 AK1733.The modeled gravity was interpolated from observed gravity values. AK1733 AK1733; North East Units Estimated Accuracy AK1733;SPC FL W - 408,760. 237,120. MT (+/- 180 meters Scaled) AK1733 AK1733 SUPERSEDED SURVEY CONTROL AK1733 AK1733 NGVD 29 - 45.465 (m) 149.16 (f) ADJ UNCH 2 0 AK1733 AK1733.Superseded values are not recommended for survey control. AK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1733.See file dsdata.txt to determine how the superseded data were derived. AK1733 AK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML388998(NAD 83) AK1733_MARKER: DB = BENCH MARK DISK AK1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1733_STAMPING: Z 63 1934 AK1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1733+STABILITY: SURFACE MOTION AK1733 AK1733 HISTORY - Date Condition Report By AK1733 HISTORY - 1934 MONUMENTED CGS AK1733 HISTORY - 1958 GOOD NGS AK1733 HISTORY - 1981 GOOD FLDT AK1733 HISTORY - 1989 GOOD USPSQD AK1733 HISTORY - 19950816 GOOD USPSQD AK1733 HISTORY - 20030207 MARK NOT FOUND USPSQD AK1733 AK1733 STATION DESCRIPTION AK1733 AK1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1733'AT DUNDEE. AK1733'AT DUNDEE, 60 FT. WEST OF THE NORTHWEST CORNER OF THE ATLANTIC AK1733'COAST LINE RAILROAD STATION, 141 FT. NORTH OF THE CENTER LINE AK1733'OF AN EAST AND WEST STREET, 24.6 FT. WEST OF THE WEST RAIL OF AK1733'THE MAIN TRACK, 2.7 FT. SOUTH OF A TELEPHONE POLE, SET IN THE AK1733'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. AK1733 AK1733 STATION RECOVERY (1981) AK1733 AK1733'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1981 AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (1989) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD) AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (1995) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 1995 AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (2003) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK1733'MARK NOT FOUND.