1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AK7042 *********************************************************************** AK7042 DESIGNATION - C 176 AK7042 PID - AK7042 AK7042 STATE/COUNTY- FL/ORANGE AK7042 USGS QUAD - OVIEDO SW (1980) AK7042 AK7042 *CURRENT SURVEY CONTROL AK7042 ___________________________________________________________________ AK7042* NAD 83(1999)- 28 36 43.82715(N) 081 09 43.85840(W) ADJUSTED AK7042* NAVD 88 - 12.5 (meters) 41. (feet) GPS OBS AK7042 ___________________________________________________________________ AK7042 X - 860,916.466 (meters) COMP AK7042 Y - -5,537,006.480 (meters) COMP AK7042 Z - 3,036,229.158 (meters) COMP AK7042 LAPLACE CORR- -0.95 (seconds) DEFLEC99 AK7042 ELLIP HEIGHT- -15.42 (meters) GPS OBS AK7042 GEOID HEIGHT- -27.89 (meters) GEOID99 AK7042 AK7042 HORZ ORDER - SECOND AK7042 ELLP ORDER - FOURTH CLASS II AK7042 AK7042.The horizontal coordinates were established by GPS observations AK7042.and adjusted by the National Geodetic Survey in September 2002. AK7042 AK7042.The orthometric height was determined by GPS observations and a AK7042.high-resolution geoid model. AK7042 AK7042.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7042 AK7042.The Laplace correction was computed from DEFLEC99 derived deflections. AK7042 AK7042.The ellipsoidal height was determined by GPS observations AK7042.and is referenced to NAD 83. AK7042 AK7042.The geoid height was determined by GEOID99. AK7042 AK7042; North East Units Scale Converg. AK7042;SPC FL E - 474,059.591 184,139.371 MT 0.99994428 -0 04 39.6 AK7042;UTM 17 - 3,165,029.825 484,144.783 MT 0.99960310 -0 04 39.6 AK7042 AK7042 SUPERSEDED SURVEY CONTROL AK7042 AK7042 NAD 83(1990)- 28 36 43.82643(N) 081 09 43.85820(W) AD( ) 2 AK7042 AK7042.Superseded values are not recommended for survey control. AK7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7042.See file dsdata.txt to determine how the superseded data were derived. AK7042 AK7042_MARKER: DD = SURVEY DISK AK7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7042_STAMPING: GIS 0176 PETER FRANCIS AK7042_MARK LOGO: FL-095 AK7042_MAGNETIC: N = NO MAGNETIC MATERIAL AK7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7042+STABILITY: SURFACE MOTION AK7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7042+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990 AK7042 AK7042 HISTORY - Date Condition Report By AK7042 HISTORY - UNK MONUMENTED AK7042 HISTORY - 19900308 GOOD STEINA AK7042 AK7042 STATION DESCRIPTION AK7042 AK7042'DESCRIBED BY STEINMAN AND ASSOCIATES 1990 AK7042'THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH OF OVIEDO AND 5.3 MI AK7042'(8.5 KM) NORTHWEST OF BITHLO. IN ORANGE COUNTY. NEAR THE NORTHEAST AK7042'CORNER OF SECTION 1-T22S-R31E. AK7042'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE AK7042'ROAD 50 AND ALAFAYA TRAIL IN UNIVERSITY PARK. PROCEED EASTERLY ON AK7042'STATE ROAD 50 FOR A DISTANCE OF 1.40 MI (2.25 KM) TO LAKE PICKETT AK7042'ROAD. TURN LEFT ONTO LAKE PICKETT ROAD AND PROCEED NORTHERLY ON LAKE AK7042'PICKETT ROAD FOR A DISTANCE OF 1.5 MI (2.4 KM) TO TANNER ROAD. TURN AK7042'LEFT ONTO TANNER ROAD AND PROCEED NORTHERLY FOR A DISTANCE OF 2.20 MI AK7042'(3.54 KM) TO THE NORTH P.I. OF A FOUR STRAND BARBED WIRE FENCE AK7042'RUNNING NORTH-SOUTH AND EASTERLY, AND A GATE ON THE RIGHT. TURN AK7042'RIGHT AND PROCEED EASTERLY THROUGH THE GATE, CONTINUE EASTERLY ALONG AK7042'THE SOUTH SIDE OF SAID BARBED WIRE FENCE 0.75 MI (1.21 KM) TO THE AK7042'STATION ON THE LEFT. THE STATION IS A ROUND, ORANGE COLORED, AK7042'CONCRETE MONUMNET STAMPED--GIS-0176 PETER FRANCIS-- FLUSH WITH THE AK7042'GROUND. THE STATION IS 6.0 FT (1.8 M) SOUTH OF THE EAST-WEST BARBED AK7042'WIRE FENCE. AK7042'REFERENCES-- AK7042'KEITH AND SCHNARS NAIL AND CAP, SET IN A 13 INCH OAK NORTH OF THE AK7042'BARBED WIRE FENCE, NORTH 51 DEGREES EAST AT 40.00 FT (12.19 M) . AK7042'KEITH AND SCHNARS NAIL AND CAP, SET IN AN 11 INCH PINE NORTH OF THE AK7042'BARBED WIRE FENCE, NORTH 32 DEGREES WEST AT 60.31 FT (18.38 M) . AK7042'KEITH AND SCHNARS REBAR AND CAP, SET IN THE PASTURE SOUTH OF THE AK7042'BARBED WIRE FENCE, SOUTH 15 DEGREES WEST AT 44.88 FT (13.68 M) . AK7042'SET CARSONITE WITNESS POST NORTH 02 DEGREES AT 5.90 FT (1.80 M) . 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AK7043 *********************************************************************** AK7043 DESIGNATION - C 180 AK7043 PID - AK7043 AK7043 STATE/COUNTY- FL/ORANGE AK7043 USGS QUAD - BITHLO (1980) AK7043 AK7043 *CURRENT SURVEY CONTROL AK7043 ___________________________________________________________________ AK7043* NAD 83(1999)- 28 36 44.11592(N) 081 06 16.57428(W) ADJUSTED AK7043* NAVD 88 - 18.6 (meters) 61. (feet) GPS OBS AK7043 ___________________________________________________________________ AK7043 X - 866,480.568 (meters) COMP AK7043 Y - -5,536,139.589 (meters) COMP AK7043 Z - 3,036,239.879 (meters) COMP AK7043 LAPLACE CORR- -0.63 (seconds) DEFLEC99 AK7043 ELLIP HEIGHT- -9.33 (meters) GPS OBS AK7043 GEOID HEIGHT- -27.93 (meters) GEOID99 AK7043 AK7043 HORZ ORDER - SECOND AK7043 ELLP ORDER - FOURTH CLASS II AK7043 AK7043.The horizontal coordinates were established by GPS observations AK7043.and adjusted by the National Geodetic Survey in September 2002. AK7043 AK7043.The orthometric height was determined by GPS observations and a AK7043.high-resolution geoid model. AK7043 AK7043.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7043 AK7043.The Laplace correction was computed from DEFLEC99 derived deflections. AK7043 AK7043.The ellipsoidal height was determined by GPS observations AK7043.and is referenced to NAD 83. AK7043 AK7043.The geoid height was determined by GEOID99. AK7043 AK7043; North East Units Scale Converg. AK7043;SPC FL E - 474,062.202 189,770.297 MT 0.99994247 -0 03 00.3 AK7043;UTM 17 - 3,165,032.435 489,773.788 MT 0.99960129 -0 03 00.3 AK7043 AK7043 SUPERSEDED SURVEY CONTROL AK7043 AK7043 NAD 83(1990)- 28 36 44.11503(N) 081 06 16.57403(W) AD( ) 2 AK7043 ELLIP HT - -9.32 (m) GP( ) 4 2 AK7043 AK7043.Superseded values are not recommended for survey control. AK7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7043.See file dsdata.txt to determine how the superseded data were derived. AK7043 AK7043_MARKER: DD = SURVEY DISK AK7043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7043_STAMPING: GIS-0180 JAMES WILSON AK7043_MARK LOGO: FL-095 AK7043_MAGNETIC: N = NO MAGNETIC MATERIAL AK7043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7043+STABILITY: SURFACE MOTION AK7043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7043+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990 AK7043 AK7043 HISTORY - Date Condition Report By AK7043 HISTORY - UNK MONUMENTED AK7043 HISTORY - 19900412 GOOD STEINA AK7043 AK7043 STATION DESCRIPTION AK7043 AK7043'DESCRIBED BY STEINMAN AND ASSOCIATES 1990 AK7043'THE STATION IS LOCATED 13.5 MI (21.7 KM) WEST OF TITUSVILLE AND 7.5 MI AK7043'(12.1 KM) NORTHWEST OF FT. CHRISTMAS. IN ORANGE COUNTY. IN THE AK7043'NORTHEAST 1/4 OF SECTION 3-T22S-R32E. AK7043'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE AK7043'ROAD 50 AND STATE ROAD 420 (FT. CHRISTMAS ROAD) IN FT. CHRISTMAS. AK7043'PROCEED NORTHERLY ALONG FT. CHRISTMAS ROAD FOR A DISTANCE OF 8.1 MI AK7043'(13.0 KM) TO THE END OF THE DIRT ROAD AND THE BEGINNING OF THE PAVED AK7043'ROAD AT THE ORANGE-SEMINOLE COUNTY LINE AND A GATE AT THE LEFT. TURN AK7043'LEFT AND PASS AROUND THE SOUTH END OF THE GATE AND PROCEED WESTERLY AK7043'FOR 0.4 MI (0.6 KM) (PASSING THE AZIMUTH MARK AT 0.1 MI (0.2 KM) ) TO AK7043'THE STATION. THE STATION IS A BRASS DISK SET IN A ROUND, ORANGE AK7043'COLORED, CONCRETE MONUMENT STAMPED--GIS-0180 JAMES WILSON-- SET 0.4 FT AK7043'(0.1 M) BELOW GROUND LEVEL. AK7043'REFERENCES-- AK7043'ORANGE COUNTY NAIL AND CAP, RECOVERED IN A 24 INCH OAK, SOUTH 04 AK7043'DEGREES EAST AT 123.02 FT (37.50 M) . AK7043'ORANGE COUNTY NAIL AND CAP, RECOVERED IN AN 18 INCH PINE, SOUTH 79 AK7043'DEGREES WEST AT 121.OO FT . AK7043'(0.0 M) KEITH AND SCHNARS NAIL AND CAP, SET IN A 12 INCH PINE, NORTH AK7043'08 DEGREES EAST AT 98.33 FT (29.97 M) . AK7043'SET CARSONITE WITNESS POST NORTH 75 DEGREES WEST AT 8.00 FT (2.44 M) . 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AK7044 *********************************************************************** AK7044 DESIGNATION - C 231 AK7044 PID - AK7044 AK7044 STATE/COUNTY- FL/ORANGE AK7044 USGS QUAD - SANFORD SW (1970) AK7044 AK7044 *CURRENT SURVEY CONTROL AK7044 ___________________________________________________________________ AK7044* NAD 83(1999)- 28 47 08.34761(N) 081 27 46.71010(W) ADJUSTED AK7044* NAVD 88 - 13.0 (meters) 43. (feet) GPS OBS AK7044 ___________________________________________________________________ AK7044 X - 830,465.986 (meters) COMP AK7044 Y - -5,532,319.938 (meters) COMP AK7044 Z - 3,053,094.242 (meters) COMP AK7044 LAPLACE CORR- -0.91 (seconds) DEFLEC99 AK7044 ELLIP HEIGHT- -14.73 (meters) GPS OBS AK7044 GEOID HEIGHT- -27.66 (meters) GEOID99 AK7044 AK7044 HORZ ORDER - SECOND AK7044 ELLP ORDER - FOURTH CLASS II AK7044 AK7044.The horizontal coordinates were established by GPS observations AK7044.and adjusted by the National Geodetic Survey in September 2002. AK7044 AK7044.The orthometric height was determined by GPS observations and a AK7044.high-resolution geoid model. AK7044 AK7044.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7044 AK7044.The Laplace correction was computed from DEFLEC99 derived deflections. AK7044 AK7044.The ellipsoidal height was determined by GPS observations AK7044.and is referenced to NAD 83. AK7044 AK7044.The geoid height was determined by GEOID99. AK7044 AK7044; North East Units Scale Converg. AK7044;SPC FL E - 493,362.349 154,797.859 MT 0.99996638 -0 13 22.6 AK7044;SPC FL W - 493,392.732 252,432.046 MT 0.99997509 +0 15 31.0 AK7044;UTM 17 - 3,184,325.998 454,813.282 MT 0.99962520 -0 13 22.6 AK7044 AK7044 SUPERSEDED SURVEY CONTROL AK7044 AK7044 NAD 83(1990)- 28 47 08.34666(N) 081 27 46.70951(W) AD( ) 2 AK7044 ELLIP HT - -14.74 (m) GP( ) 4 2 AK7044 AK7044.Superseded values are not recommended for survey control. AK7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7044.See file dsdata.txt to determine how the superseded data were derived. AK7044 AK7044_MARKER: DD = SURVEY DISK AK7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7044_STAMPING: GIS-0231 SAM LAUGHRIDGE AK7044_MARK LOGO: FL-095 AK7044_MAGNETIC: N = NO MAGNETIC MATERIAL AK7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7044+STABILITY: SURFACE MOTION AK7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7044+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990 AK7044 AK7044 HISTORY - Date Condition Report By AK7044 HISTORY - UNK MONUMENTED AK7044 HISTORY - 19900518 GOOD STEINA AK7044 AK7044 STATION DESCRIPTION AK7044 AK7044'DESCRIBED BY STEINMAN AND ASSOCIATES 1990 AK7044'THE STATION IS LOCATED 5.0 MI (8.0 KM) NORTH OF WEKIWA SPRINGS PARK. AK7044'IN ORANGE COUNTY. IN THE NORTHEAST 1/4 OF SECTION 1-T20S-R28E. AK7044'OWNERSHIP--STATE OF FLORIDA. AK7044'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE AK7044'ROAD 46 AND COUNTY ROAD 433 ( 2.4 MI (3.9 KM) WEST OF THE WEKIVA AK7044'RIVER IN LAKE COUNTY). PROCEED SOUTHERLY ALONG COUNTY ROAD 433 FOR A AK7044'DISTANCE OF 1.0 MI (1.6 KM) TO A GATE ON THE RIGHT. TURN RIGHT AND AK7044'PASS THROUGH THE GATE SETTING THE ODOMETER AT 0.0 MI (0.0 KM) PROCEED AK7044'SOUTHWESTERLY ALONG A SAND TRAIL TO A FORK IN THE TRAIL TO THE LEFT AK7044'AT 0.2 MI (0.3 KM) , CONTINUE SOUTHWESTERLY TO A HUNTING CAMP AT 0.3 AK7044'MI (0.5 KM) , PROCEED SOUTHERLY THROUGH THE CAMP TO THE LEFT OF A AK7044'TWIN OAK TREE AND PAST A MOTOR HOME PARKED ON THE RIGHT, CONTINUE AK7044'ALONG SAID SAND TRAIL TO A FORK IN THE TRAIL TO THE LEFT AT 0.5 MI AK7044'(0.8 KM) , CONTINUE ALONG SAID SAND TRAIL TO A FORK IN THE SAND TRAIL AK7044'TO THE LEFT AT 0.6 MI (1.0 KM) , CONTINUE ALONG SAID SAND TRAIL TO A AK7044'FORK IN THE TRAIL TO THE LEFT AT 0.8 MI (1.3 KM) , CONTINUE ALONG AK7044'SAID SAND TRAIL TO A FORK IN THE TRAIL TO THE RIGHT AT 0.9 MI AK7044'(1.4 KM) , CONTINUE ALONG SAID SAND TRAIL TO A CROSS TRAIL AT 1.0 MI AK7044'(1.6 KM) , CONTINUE ALONG SAID SAND TRAIL TO A GATE AT 1.15 MI AK7044'(1.85 KM) , TURN RIGHT AND PROCEED WESTERLY TO THE STATION ON THE AK7044'LEFT AT 1.3 MI (2.1 KM) . THE STATION IS ON STATE PARK LANDS. CONTACT AK7044'THE CARTAKER, GLEN DOBSON, AT THE HUNTING CAMP BEFORE ACCESSING THE AK7044'STATION. THE STATION IS A ROUND, ORANGE COLORED, CONCRETE MONUMENT AK7044'WITH A BRASS DISK STAMPED--GIS-0231 SAM LAUGHRIDGE-- AND IS 22.5 FT AK7044'(6.9 M) EAST OF THE CENTER OF TWO LARGE BRACE POSTS, 12 FT (3.7 M) AK7044'SOUTH OF THE CENTER OF A SAND TRAIL, 3 FT (0.9 M) SOUTH OF A BARBED AK7044'WIRE FENCE, AND 1.51 FEET NORTH OF A METAL WITNESS POST. AK7044'REFERENCES-- AK7044'ORANGE COUNTY REBAR AND CAP, RECOVERED, NORTH 83 DEGREES WEST AT 30.01 AK7044'FT (9.15 M) . AK7044'ORANGE COUNTY REBAR AND CAP, RECOVERED, NORTH AT 30.23 FT (9.21 M) . AK7044'ORANGE COUNTY REBAR AND CAP, RECOVERED, EAST AT 30.01 FT (9.15 M) . AK7044'SET CARSONITE WITNESS POST NORTH AT 2.8 FT (0.9 M) .