1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6161 *********************************************************************** AL6161 DESIGNATION - A 103 RESET 1947 AL6161 PID - AL6161 AL6161 STATE/COUNTY- FL/PASCO AL6161 USGS QUAD - PORT RICHEY (1988) AL6161 AL6161 *CURRENT SURVEY CONTROL AL6161 ___________________________________________________________________ AL6161* NAD 83(1986)- 28 17 00. (N) 082 42 56. (W) SCALED AL6161* NAVD 88 - 3.21 (meters) 10.5 (feet) RESET AL6161 ___________________________________________________________________ AL6161 GEOID HEIGHT- -25.47 (meters) GEOID99 AL6161 AL6161 VERT ORDER - THIRD AL6161 AL6161.The horizontal coordinates were scaled from a topographic map and have AL6161.an estimated accuracy of +/- 6 seconds. AL6161 AL6161.The orthometric height was computed from unverified reset data. AL6161 AL6161.The geoid height was determined by GEOID99. AL6161 AL6161; North East Units Estimated Accuracy AL6161;SPC FL W - 437,810. 129,810. MT (+/- 180 meters Scaled) AL6161 AL6161 SUPERSEDED SURVEY CONTROL AL6161 AL6161 NGVD 29 - 3.46 (m) 11.4 (f) RESET 3 AL6161 AL6161.Superseded values are not recommended for survey control. AL6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6161.See file dsdata.txt to determine how the superseded data were derived. AL6161 AL6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM317297(NAD 83) AL6161_MARKER: DB = BENCH MARK DISK AL6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6161_STAMPING: A 103 RESET 11.354 1947 AL6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6161+STABILITY: SURFACE MOTION AL6161 AL6161 HISTORY - Date Condition Report By AL6161 HISTORY - 1947 MONUMENTED CGS AL6161 HISTORY - 1958 MARK NOT FOUND NGS AL6161 AL6161 STATION DESCRIPTION AL6161 AL6161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6161'2.7 MI N FROM NEW PORT RICHEY. AL6161'2.7 MILES NORTH ALONG STATE HIGHWAY 595 FROM THE CITY HALL AT AL6161'NEW PORT RICHEY, PASCO COUNTY, 0.2 MILE NORTH OF BOOKER T. AL6161'WASHINGTON SCHOOL, ABOUT 200 FEET INSIDE THE NORTH CITY LIMITS AL6161'OF OLD PORT RICHEY, 75 FEET WEST OF THE CENTERLINE OF THE AL6161'HIGHWAY AT SURVEY STATION 527 ON THE WEST RIGHT-OF-WAY LINE, AL6161'74 FEET NORTH OF POWER POLE 13 B 106, 29 FEET WEST OF A BLAZED AL6161'PINE TREE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST. AL6161'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7253 *********************************************************************** AL7253 DESIGNATION - AU 2 RESET AL7253 PID - AL7253 AL7253 STATE/COUNTY- FL/PASCO AL7253 USGS QUAD - ELFERS (1987) AL7253 AL7253 *CURRENT SURVEY CONTROL AL7253 ___________________________________________________________________ AL7253* NAD 83(1986)- 28 10 24. (N) 082 44 54. (W) SCALED AL7253* NAVD 88 - 4.369 (meters) 14.33 (feet) ADJUSTED AL7253 ___________________________________________________________________ AL7253 GEOID HEIGHT- -25.07 (meters) GEOID99 AL7253 DYNAMIC HT - 4.362 (meters) 14.31 (feet) COMP AL7253 MODELED GRAV- 979,196.6 (mgal) NAVD 88 AL7253 AL7253 VERT ORDER - SECOND CLASS I AL7253 AL7253.The horizontal coordinates were scaled from a topographic map and have AL7253.an estimated accuracy of +/- 6 seconds. AL7253 AL7253.The orthometric height was determined by differential leveling AL7253.and adjusted by the National Geodetic Survey in June 1991. AL7253 AL7253.The geoid height was determined by GEOID99. AL7253 AL7253.The dynamic height is computed by dividing the NAVD 88 AL7253.geopotential number by the normal gravity value computed on the AL7253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7253.degrees latitude (g = 980.6199 gals.). AL7253 AL7253.The modeled gravity was interpolated from observed gravity values. AL7253 AL7253; North East Units Estimated Accuracy AL7253;SPC FL W - 425,640. 126,510. MT (+/- 180 meters Scaled) AL7253 AL7253 SUPERSEDED SURVEY CONTROL AL7253 AL7253 NGVD 29 - 4.61 (m) 15.1 (f) RESET 3 AL7253 AL7253.Superseded values are not recommended for survey control. AL7253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7253.See file dsdata.txt to determine how the superseded data were derived. AL7253 AL7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM283176(NAD 83) AL7253_MARKER: DS = TRIANGULATION STATION DISK AL7253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7253_STAMPING: AU 2 RESET 1980 AL7253_PROJECTION: FLUSH AL7253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7253+STABILITY: SURFACE MOTION AL7253 AL7253 HISTORY - Date Condition Report By AL7253 HISTORY - 1980 MONUMENTED NGS AL7253 HISTORY - 1983 GOOD FLDNR AL7253 AL7253 STATION DESCRIPTION AL7253 AL7253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AL7253'3.2 KM (2.0 MI) SOUTH FROM HOLIDAY. AL7253'1.2 KM (0.75 MI) SOUTHWEST ALONG U.S. ALTERNATE HIGHWAY 19 FROM ITS AL7253'JUNCTION WITH U.S. HIGHWAY 19 THAT IS ABOUT 3.2 KM (2.0 MI) SOUTH OF AL7253'HOLIDAY, 51.7 METERS (169.5 FT) SOUTHWEST OF MILE POST 879, 49.4 AL7253'METERS (162.0 FT) SOUTHEAST OF THE CENTER OF HIGHWAY, 0.08 KM AL7253'(0.05 MI) EAST OF RAILROAD CROSSING, 4.3 METERS (14.0 FT) AL7253'NORTHWEST OF THE NORTHWEST RAIL OF TRACK, AND 4.0 METERS (13.0 FT) AL7253'EAST OF ABANDONED ASPHALT ROAD. AL7253'THE MARK IS 2 FT W FROM A WITNESS POST. AL7253'THE MARK IS 1 FT ABOVE TRACK. AL7253 AL7253 STATION RECOVERY (1983) AL7253 AL7253'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AL7253'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE AL7253'JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO 0.7 MILE AL7253'SOUTHWEST ON U.S. 19A TO A PAVED ROAD ON THE LEFT, GO 0.05 MILE SOUTH AL7253'ON THE PAVED ROAD TO ITS END AT THE RAILROAD TRACKS AND THE MARK. THE AL7253'MARK BEARS 14 FEET EAST OF THE CENTERLINE OF THE ROAD, 16 FEET AL7253'NORTHWEST OF THE WEST RAIL, AND 2 FEET WEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6211 *********************************************************************** AL6211 DESIGNATION - AU 6 RESET AL6211 PID - AL6211 AL6211 STATE/COUNTY- FL/PASCO AL6211 USGS QUAD - ELFERS (1987) AL6211 AL6211 *CURRENT SURVEY CONTROL AL6211 ___________________________________________________________________ AL6211* NAD 83(1986)- 28 13 01. (N) 082 43 01. (W) SCALED AL6211* NAVD 88 - 17.26 (meters) 56.6 (feet) RESET AL6211 ___________________________________________________________________ AL6211 GEOID HEIGHT- -25.25 (meters) GEOID99 AL6211 AL6211 VERT ORDER - THIRD AL6211 AL6211.The horizontal coordinates were scaled from a topographic map and have AL6211.an estimated accuracy of +/- 6 seconds. AL6211 AL6211.The orthometric height was computed from unverified reset data. AL6211 AL6211.The geoid height was determined by GEOID99. AL6211 AL6211; North East Units Estimated Accuracy AL6211;SPC FL W - 430,460. 129,630. MT (+/- 180 meters Scaled) AL6211 AL6211 SUPERSEDED SURVEY CONTROL AL6211 AL6211 NGVD 29 - 17.50 (m) 57.4 (f) RESET 3 AL6211 AL6211.Superseded values are not recommended for survey control. AL6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6211.See file dsdata.txt to determine how the superseded data were derived. AL6211 AL6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM315224(NAD 83) AL6211_MARKER: DE = TRAVERSE STATION DISK AL6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6211_STAMPING: AU 6 RESET 1961 AL6211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6211+STABILITY: SURFACE MOTION AL6211 AL6211 HISTORY - Date Condition Report By AL6211 HISTORY - 1961 MONUMENTED CGS AL6211 HISTORY - 1973 GOOD NGS AL6211 HISTORY - 1976 GOOD NGS AL6211 HISTORY - 19970703 MARK NOT FOUND USPSQD AL6211 AL6211 STATION DESCRIPTION AL6211 AL6211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AL6211'0.4 MI W FROM ELFERS. AL6211'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE AL6211'HIGHWAY S-54 IN THE WEST EDGE OF ELFERS AND SOUTH EDGE OF NEW AL6211'PORT RICHEY, GO EAST ON STATE HIGHWAY S-54 FOR 0.85 MILE TO THE AL6211'JUNCTION OF STATE HIGHWAY S-595 IN ELFERS. CONTINUE EAST ON AL6211'STATE HIGHWAY S-54 FOR 0.45 MILE TO THE MARK ON THE LEFT JUST AL6211'BEFORE REACHING THE JUNCTION OF MADISON STREET ON THE LEFT. IT AL6211'IS 210 FEET WEST OF THE CENTER OF MADISON STREET, 78 FEET AL6211'NORTHEAST OF A POWER POLE, 35.5 FEET NORTH OF CENTER OF STATE AL6211'HIGHWAY S-54, 13.5 FEET EAST OF TRIPLE TRUNKED ORANGE TREE AND 2 AL6211'FEET NORTH OF A METAL WITNESS POST. THE MARK IS SET IN THE TOP AL6211'OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE. AL6211 AL6211 STATION RECOVERY (1976) AL6211 AL6211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL6211'RECOVERED IN GOOD CONDITION. AL6211 AL6211 STATION RECOVERY (1997) AL6211 AL6211'RECOVERY NOTE BY US POWER SQUADRON 1997 AL6211'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6426 *********************************************************************** AL6426 DESIGNATION - H 110 RESET 1962 AL6426 PID - AL6426 AL6426 STATE/COUNTY- FL/PASCO AL6426 USGS QUAD - WESLEY CHAPEL (1987) AL6426 AL6426 *CURRENT SURVEY CONTROL AL6426 ___________________________________________________________________ AL6426* NAD 83(1986)- 28 14 12. (N) 082 21 09. (W) SCALED AL6426* NAVD 88 - 23.38 (meters) 76.7 (feet) RESET AL6426 ___________________________________________________________________ AL6426 GEOID HEIGHT- -25.77 (meters) GEOID99 AL6426 DYNAMIC HT - 23.35 (meters) 76.6 (feet) COMP AL6426 MODELED GRAV- 979,195.7 (mgal) NAVD 88 AL6426 AL6426 VERT ORDER - THIRD AL6426 AL6426.The horizontal coordinates were scaled from a topographic map and have AL6426.an estimated accuracy of +/- 6 seconds. AL6426 AL6426.The orthometric height was computed from unverified reset data. AL6426 AL6426.The geoid height was determined by GEOID99. AL6426 AL6426.The dynamic height is computed by dividing the NAVD 88 AL6426.geopotential number by the normal gravity value computed on the AL6426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6426.degrees latitude (g = 980.6199 gals.). AL6426 AL6426.The modeled gravity was interpolated from observed gravity values. AL6426 AL6426; North East Units Estimated Accuracy AL6426;SPC FL W - 432,490. 165,410. MT (+/- 180 meters Scaled) AL6426 AL6426 SUPERSEDED SURVEY CONTROL AL6426 AL6426 NGVD 29 - 23.634 (m) 77.54 (f) ADJ UNCH 2 2 AL6426 AL6426.Superseded values are not recommended for survey control. AL6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6426.See file dsdata.txt to determine how the superseded data were derived. AL6426 AL6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM673241(NAD 83) AL6426_MARKER: DB = BENCH MARK DISK AL6426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6426_STAMPING: H 110 RESET 1962 AL6426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6426+STABILITY: SURFACE MOTION AL6426 AL6426 HISTORY - Date Condition Report By AL6426 HISTORY - 1962 MONUMENTED CGS AL6426 HISTORY - 1975 GOOD FLDT AL6426 HISTORY - 1982 GOOD LOCSUR AL6426 AL6426 STATION DESCRIPTION AL6426 AL6426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 AL6426'9.2 MI E FROM LAND-O-LAKES. AL6426'9.2 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF AL6426'U.S. HIGHWAY AND STATE HIGHWAY 54 IN LAND O LAKES, 50 FEE SOUTH AL6426'OF THE CENTER OF THE HIGHWAY, 36 FEET WEST OF A FENCE CORNER, AL6426'18.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FOUNDATION AL6426'FOR A WATER TANK, 4.6 FEET WEST OF A POWER POLE AND 1 FOOT SOUTH AL6426'OF A WITNESS SIGN. A STANDARD BENCH MARK DISK SET IN THE TOP AL6426'OF AN 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES. AL6426 AL6426 STATION RECOVERY (1975) AL6426 AL6426'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL6426'FROM THE JUNCTION OF STATE ROUTE 39 AND STATE ROUTE 54, AT AL6426'ZEPHYRHILLS, GO WEST ON STATE ROUTE 54 FOR ABOUT 11.05 MILES AND BENCH AL6426'MARK. WHICH IS SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT AL6426'FLUSH WITH GROUND. IT IS 110.0 FEET EAST OF A POWER POLE SUPPORTING A AL6426'TRANSFORMER, 48.6 FEET SOUTH OF CENTER OF STATE ROUTE 54, 37.0 FEET AL6426'EAST OF CENTER OF A WIRE AND METAL GATE, 36.0 FEET WEST OF A FENCE AL6426'CORNER POST AND 2.0 FEET NORTH OF A FENCE. SECTION 7, T 26 S, R 20 E. AL6426'NOTE-- THIS BENCH MARK PREVIOUSLY DESCRIBED IN LINE 112, QUAD 280822. AL6426 AL6426 STATION RECOVERY (1982) AL6426 AL6426'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 AL6426'300' EAST OF 1-75 AT S.R. 54 EXIT 50' S OF S.R. 54, 36' WEST OF FENCE AL6426'CORNER. A STANDARD BENCH DISK SET IN THE TOP OF AN 8-INCH SQUARE AL6426'CONCRETE MONUMENT, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6389 *********************************************************************** AL6389 DESIGNATION - H 56 RESET 1959 AL6389 PID - AL6389 AL6389 STATE/COUNTY- FL/PASCO AL6389 USGS QUAD - DADE CITY (1988) AL6389 AL6389 *CURRENT SURVEY CONTROL AL6389 ___________________________________________________________________ AL6389* NAD 83(1986)- 28 16 42. (N) 082 08 35. (W) SCALED AL6389* NAVD 88 - 24.59 (meters) 80.7 (feet) RESET AL6389 ___________________________________________________________________ AL6389 GEOID HEIGHT- -26.33 (meters) GEOID99 AL6389 AL6389 VERT ORDER - THIRD AL6389 AL6389.The horizontal coordinates were scaled from a topographic map and have AL6389.an estimated accuracy of +/- 6 seconds. AL6389 AL6389.The orthometric height was computed from unverified reset data. AL6389 AL6389.The geoid height was determined by GEOID99. AL6389 AL6389; North East Units Estimated Accuracy AL6389;SPC FL W - 437,060. 185,970. MT (+/- 180 meters Scaled) AL6389 AL6389 SUPERSEDED SURVEY CONTROL AL6389 AL6389 NGVD 29 - 24.86 (m) 81.6 (f) RESET 3 AL6389 AL6389.Superseded values are not recommended for survey control. AL6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6389.See file dsdata.txt to determine how the superseded data were derived. AL6389 AL6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM878285(NAD 83) AL6389_MARKER: DB = BENCH MARK DISK AL6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6389_STAMPING: H 56 RESET 1959 AL6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6389+STABILITY: SURFACE MOTION AL6389 AL6389 HISTORY - Date Condition Report By AL6389 HISTORY - 1959 MONUMENTED CGS AL6389 HISTORY - 1984 GOOD LOCENG AL6389 AL6389 STATION DESCRIPTION AL6389 AL6389'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 AL6389'6.7 MI S FROM DADE CITY. AL6389'6.7 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AL6389'STATION AT DADE CITY, 0.25 MILE SOUTH OF A ROAD CROSSING, 0.15 AL6389'MILE SOUTH OF THE ABANDONED RAILROAD STATION AT RICHLAND (THIS AL6389'WAS FORMERLY CALLED VITA), 101 FT. EAST OF THE EAST RAIL OF THE AL6389'EAST TRACK, 64 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A TOOL AL6389'HOUSE, 144 YARDS NORTH OF MILEPOST R 837 S 346, 23 FT. WEST OF A AL6389'FENCE, 15 FT. EAST OF THE CENTER LINE OF A TRACK ROAD, 1.2 FT. AL6389'NORTH OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE AL6389'POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. AL6389 AL6389 STATION RECOVERY (1984) AL6389 AL6389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 AL6389'0.30 MILES SOUTH OF C-35 A, 104.00 FEET EAST OF THE MOST EASTERN SET AL6389'OF RAILROAD TRACK'S, 1.00 FEET EAST OF THE BARBWIRE FENCE, 438.00 AL6389'FEET NORTH OF MILE POST 847 (346) A STANDARD DISK STAMPED H 56 RESET AL6389'1959, CEMENT POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6242 *********************************************************************** AL6242 DESIGNATION - L 100 RESET AL6242 PID - AL6242 AL6242 STATE/COUNTY- FL/PASCO AL6242 USGS QUAD - ODESSA (1987) AL6242 AL6242 *CURRENT SURVEY CONTROL AL6242 ___________________________________________________________________ AL6242* NAD 83(1999)- 28 11 15.58497(N) 082 33 54.88044(W) ADJUSTED AL6242* NAVD 88 - 15.25 (meters) 50.0 (feet) RESET AL6242 ___________________________________________________________________ AL6242 X - 727,977.497 (meters) COMP AL6242 Y - -5,578,619.510 (meters) COMP AL6242 Z - 2,994,847.119 (meters) COMP AL6242 LAPLACE CORR- -1.17 (seconds) DEFLEC99 AL6242 ELLIP HEIGHT- -10.04 (meters) (07/06/01) GPS OBS AL6242 GEOID HEIGHT- -25.31 (meters) GEOID99 AL6242 AL6242 HORZ ORDER - FIRST AL6242 VERT ORDER - THIRD AL6242 ELLP ORDER - FOURTH CLASS II AL6242 AL6242.The horizontal coordinates were established by GPS observations AL6242.and adjusted by the National Geodetic Survey in July 2001. AL6242 AL6242.The orthometric height was computed from unverified reset data. AL6242 AL6242.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL6242 AL6242.The Laplace correction was computed from DEFLEC99 derived deflections. AL6242 AL6242.The ellipsoidal height was determined by GPS observations AL6242.and is referenced to NAD 83. AL6242 AL6242.The geoid height was determined by GEOID99. AL6242 AL6242; North East Units Scale Converg. AL6242;SPC FL W - 427,134.017 144,500.869 MT 0.99997918 -0 16 01.2 AL6242;UTM 17 - 3,118,982.469 346,357.987 MT 0.99989135 -0 44 22.2 AL6242 AL6242 SUPERSEDED SURVEY CONTROL AL6242 AL6242 NAD 83(1990)- 28 11 15.58356(N) 082 33 54.87965(W) AD( ) 1 AL6242 ELLIP HT - -10.08 (m) (10/07/92) GP( ) 4 2 AL6242 NGVD 29 - 15.50 (m) 50.9 (f) RESET 3 AL6242 AL6242.Superseded values are not recommended for survey control. AL6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6242.See file dsdata.txt to determine how the superseded data were derived. AL6242 AL6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4635818982(NAD 83) AL6242_MARKER: DB = BENCH MARK DISK AL6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6242_STAMPING: L 100 RESET 1952 AL6242_MARK LOGO: CGS AL6242_MAGNETIC: N = NO MAGNETIC MATERIAL AL6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6242+STABILITY: SURFACE MOTION AL6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6242+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991 AL6242 AL6242 HISTORY - Date Condition Report By AL6242 HISTORY - 1952 MONUMENTED CGS AL6242 HISTORY - 1958 GOOD NGS AL6242 HISTORY - 1980 GOOD SWFWMD AL6242 HISTORY - 19910321 GOOD GEOBAS AL6242 AL6242 STATION DESCRIPTION AL6242 AL6242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6242'1.7 MI E FROM ODESSA. AL6242'1.7 MILES EAST ALONG STATE HIGHWAY 54 FROM THE POST OFFICE AT AL6242'ODESSA 150 YARDS WEST OF A SMALL FRAME HOUSE WHICH IS ON THE AL6242'NORTHEAST SIDE OF THE HIGHWAY, 51 FT. NORTHEAST OF THE CENTER LINE AL6242'OF THE HIGHWAY, 55 FT. NORTHWEST OF A FENCE CORNER, 23 FT. AL6242'SOUTHEAST OF POWER POLE 179, 1 FT. SOUTHWEST OF A FENCE, 1.5 FT. AL6242'NORTHWEST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE AL6242'POST. AL6242 AL6242 STATION RECOVERY (1980) AL6242 AL6242'RECOVERY NOTE BY SW FL WTR MGMT DIST 1980 AL6242'RECOVERED IN GOOD CONDITION. AL6242 AL6242 STATION RECOVERY (1991) AL6242 AL6242'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AL6242'THE STATION IS LOCATED 10 MI (16.09 KM) EAST-SOUTHEAST OF NEW PORT AL6242'RICHEY AND 7 MI (11.27 KM) WEST-SOUTHWEST OF LAND O LAKES, ON THE AL6242'NORTH SIDE OF STATE ROAD 54. AL6242'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 54 AND U.S. AL6242'HIGHWAY 41 IN LAND O LAKES, GO WESTERLY ON STATE ROAD 54, 6.4 MI AL6242'(10.30 KM) TO THE STATION ON THE RIGHT. AL6242'THE STATION IS A C.G.S. BENCH MARK DISK STAMPED ---L 100 RESET 1952--- AL6242'SET IN A 6-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE AL6242'GROUND. IT IS 51.1 FT (15.58 M) NORTHEAST OF THE CENTER OF STATE ROAD AL6242'54, 39.9 FT (12.16 M) SOUTHEAST OF POWER POLE NUMBER TZ 238, 56.4 FT AL6242'(17.19 M) NORTHWEST OF A T-INTERSECTION OF A NORTHWEST-SOUTHEAST AL6242'FENCELINE AND A EAST-WEST FENCE LINE, 0.8 FT (0.24 M) SOUTHWEST OF A AL6242'NORTHWEST-SOUTHEAST FENCE LINE AND 0.8 FEET SOUTHWEST OF A METAL AL6242'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6244 *********************************************************************** AL6244 DESIGNATION - M 100 RESET AL6244 PID - AL6244 AL6244 STATE/COUNTY- FL/PASCO AL6244 USGS QUAD - ODESSA (1987) AL6244 AL6244 *CURRENT SURVEY CONTROL AL6244 ___________________________________________________________________ AL6244* NAD 83(1986)- 28 11 09. (N) 082 33 11. (W) SCALED AL6244* NAVD 88 - 15.65 (meters) 51.3 (feet) RESET AL6244 ___________________________________________________________________ AL6244 GEOID HEIGHT- -25.32 (meters) GEOID99 AL6244 AL6244 VERT ORDER - THIRD AL6244 AL6244.The horizontal coordinates were scaled from a topographic map and have AL6244.an estimated accuracy of +/- 6 seconds. AL6244 AL6244.The orthometric height was computed from unverified reset data. AL6244 AL6244.The geoid height was determined by GEOID99. AL6244 AL6244; North East Units Estimated Accuracy AL6244;SPC FL W - 426,930. 145,700. MT (+/- 180 meters Scaled) AL6244 AL6244 SUPERSEDED SURVEY CONTROL AL6244 AL6244.No superseded survey control is available for this station. AL6244 AL6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM475187(NAD 83) AL6244_MARKER: DB = BENCH MARK DISK AL6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6244_STAMPING: M 100 RESET 1971 AL6244_MARK LOGO: NGS AL6244_MAGNETIC: N = NO MAGNETIC MATERIAL AL6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6244+STABILITY: SURFACE MOTION AL6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6244+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991 AL6244 AL6244 HISTORY - Date Condition Report By AL6244 HISTORY - 1971 MONUMENTED NGS AL6244 HISTORY - 19910320 GOOD GEOBAS AL6244 AL6244 STATION DESCRIPTION AL6244 AL6244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 AL6244'2.6 MI E FROM ODESSA. AL6244'2.65 MILES EAST ALONG STATE HIGHWAY 54 FROM THE POST OFFICE AT AL6244'ODESSA, 50 1/2 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 55 FEET AL6244'EAST OF A FENCE CORNER, 32 FEET NORTHEAST OF POWER POLE NO. TZ AL6244'190, 1 FOOT SOUTH OF FENCE AND 1 FOOT WEST OF A WITNESS OST. AL6244'SET IN THE TOP OF A CONCRETE POST AND PROJECTS ABOUT 3 INCHES. AL6244 AL6244 STATION RECOVERY (1991) AL6244 AL6244'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AL6244'THE STATION IS LOCATED 11 MI (17.70 KM) SOUTHEAST OF NEW PORT RICHEY AL6244'AND 5 MI (8.05 KM) WEST OF LAND O LAKES. AL6244'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 54 AND PASCO AL6244'COUNTY ROAD 587 IN ODESSA, GO EAST ON STATE ROAD 54, 2.6 MI (4.18 KM) AL6244'TO A BRIDGE, CONTINUE EAST ON STATE ROAD 54, 225 FT (68.58 M) TO THE AL6244'STATION ON THE LEFT. AL6244'THE STATION IS A C.G.S. BENCH MARK DISK STAMPED ---M100 RESET 1971--- AL6244'SET IN A 12-INCH ROUND CONCRETE MONUMENT. IT IS 51.5 FT (15.70 M) AL6244'NORTH-NORTHWEST OF THE CENTER OF STATE ROAD 54, 54.0 FT (16.46 M) AL6244'NORTHEAST OF A BARB WIRE FENCE, 10.6 FT (3.23 M) NORTHEAST OF POWER AL6244'POLE NUMBER T 2 256 AND AT A 4 FT (1.22 M) HOG WIRE FENCE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6414 *********************************************************************** AL6414 DESIGNATION - M 112 RESET 1962 AL6414 PID - AL6414 AL6414 STATE/COUNTY- FL/PASCO AL6414 USGS QUAD - LUTZ (1987) AL6414 AL6414 *CURRENT SURVEY CONTROL AL6414 ___________________________________________________________________ AL6414* NAD 83(1986)- 28 12 50. (N) 082 23 25. (W) SCALED AL6414* NAVD 88 - 16.80 (meters) 55.1 (feet) RESET AL6414 ___________________________________________________________________ AL6414 GEOID HEIGHT- -25.64 (meters) GEOID99 AL6414 AL6414 VERT ORDER - THIRD AL6414 AL6414.The horizontal coordinates were scaled from a topographic map and have AL6414.an estimated accuracy of +/- 6 seconds. AL6414 AL6414.The orthometric height was computed from unverified reset data. AL6414 AL6414.The geoid height was determined by GEOID99. AL6414 AL6414; North East Units Estimated Accuracy AL6414;SPC FL W - 429,970. 161,690. MT (+/- 180 meters Scaled) AL6414 AL6414 SUPERSEDED SURVEY CONTROL AL6414 AL6414 NGVD 29 - 17.06 (m) 56.0 (f) RESET 3 AL6414 AL6414.Superseded values are not recommended for survey control. AL6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6414.See file dsdata.txt to determine how the superseded data were derived. AL6414 AL6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM635216(NAD 83) AL6414_MARKER: DB = BENCH MARK DISK AL6414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6414_STAMPING: M 112 RESET 1962 AL6414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6414+STABILITY: SURFACE MOTION AL6414 AL6414 HISTORY - Date Condition Report By AL6414 HISTORY - 1962 MONUMENTED CGS AL6414 AL6414 STATION DESCRIPTION AL6414 AL6414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 AL6414'6.2 MI E FROM LAND O LAKES. AL6414'6.2 MILES EAST ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF AL6414'U.S. HIGHWAY 41 AND STATE HIGHWAY 54 IN LAND O LAKES, ABOUT AL6414'500 FEET WEST OF A LARGE BOX CULVERT, 50 FEET SOUTH OF THE CENTER AL6414'OF THE HIGHWAY IN THE SOUTH RIGHT-OF-WAY FENCELINE, 8 FEET AL6414'WEST OF A WEST GATE POST SUPPORTING A WIRE GATE AND 1 FOOT AL6414'SOUTH OF A WITNESS SIGN. A STANDARD BENCH MARK DISK SET IN AL6414'THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AL6414'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6239 *********************************************************************** AL6239 DESIGNATION - ODESSA 2 AL6239 PID - AL6239 AL6239 STATE/COUNTY- FL/PASCO AL6239 USGS QUAD - ODESSA (1987) AL6239 AL6239 *CURRENT SURVEY CONTROL AL6239 ___________________________________________________________________ AL6239* NAD 83(1990)- 28 11 39.81163(N) 082 35 32.77157(W) ADJUSTED AL6239* NAVD 88 - 17.35 (meters) 56.9 (feet) RESET AL6239 ___________________________________________________________________ AL6239 LAPLACE CORR- -1.04 (seconds) DEFLEC99 AL6239 GEOID HEIGHT- -25.30 (meters) GEOID99 AL6239 AL6239 HORZ ORDER - SECOND AL6239 VERT ORDER - THIRD AL6239 AL6239.The horizontal coordinates were established by classical geodetic methods AL6239.and adjusted by the National Geodetic Survey in May 1991. AL6239 AL6239.The orthometric height was computed from unverified reset data. AL6239 AL6239.The Laplace correction was computed from DEFLEC99 derived deflections. AL6239 AL6239.The geoid height was determined by GEOID99. AL6239 AL6239; North East Units Scale Converg. AL6239;SPC FL W - 427,892.532 141,834.587 MT 0.99998292 -0 16 47.7 AL6239;UTM 17 - 3,119,762.882 343,698.277 MT 0.99990152 -0 45 09.1 AL6239 AL6239|---------------------------------------------------------------------| AL6239| PID Reference Object Distance Geod. Az | AL6239| dddmmss.s | AL6239| AL6235 ODESSA 2 RM 5 10.141 METERS 07755 | AL6239| AL6240 ODESSA 2 RM 6 36.644 METERS 18904 | AL6239| AL0563 ODESSA RESET 8.031 METERS 25049 | AL6239| AL0616 ODESSA AZ MK 2 273.295 METERS 25049 | AL6239| AL0614 ODESSA RM 7 47.178 METERS 26651 | AL6239| AL6234 ODESSA RM 4 16.330 METERS 29745 | AL6239|---------------------------------------------------------------------| AL6239 AL6239 SUPERSEDED SURVEY CONTROL AL6239 AL6239 NAD 83(1986)- 28 11 39.81913(N) 082 35 32.78057(W) AD( ) 2 AL6239 NAD 27 - 28 11 38.78074(N) 082 35 33.42394(W) AD( ) 2 AL6239 NGVD 29 - 17.59 (m) 57.7 (f) LEVELING 3 AL6239 AL6239.Superseded values are not recommended for survey control. AL6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6239.See file dsdata.txt to determine how the superseded data were derived. AL6239 AL6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4369819763(NAD 83) AL6239_MARKER: DS = TRIANGULATION STATION DISK AL6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6239_STAMPING: ODESSA 2 1974 AL6239_MARK LOGO: NGS AL6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6239+STABILITY: SURFACE MOTION AL6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6239+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991 AL6239 AL6239 HISTORY - Date Condition Report By AL6239 HISTORY - 1974 MONUMENTED NGS AL6239 HISTORY - 1974 GOOD NGS AL6239 HISTORY - 1982 GOOD FL-057 AL6239 HISTORY - 19910524 GOOD GEOBAS AL6239 AL6239 STATION DESCRIPTION AL6239 AL6239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AL6239'AT ODESSA. AL6239'AT ODESSA, 0.05 MILE NORTHWEST OF THE POST OFFICE, 166 FEET NORTH AL6239'OF THE CENTER OF STATE HIGHWAY 54, 121.5 FEET NORTH OF POWER AL6239'LINE POLE 2-16415, 58.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST AL6239'RAIL OF RAILROAD TRACK, 39.5 FEET WEST OF THE CENTER OF A AL6239'PROJECTED LINE OF STATE HIGHWAY S-587, 3.1 FEET NORTH OF A METAL AL6239'WITNESS POST, 2.4 FEET SOUTHWEST OF A FENCE CORNER AND 1.7 FEET AL6239'SOUTHWEST OF A METAL WITNESS POST. A DISK SET IN THE TOP OF A AL6239'12-INCH ROUND CONCRETE MONUMENT THAT IS SET 6-INCHES BELOW THE AL6239'GROUND SURFACE. AL6239 AL6239 STATION RECOVERY (1974) AL6239 AL6239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AL6239'STATION IS LOCATED AT ODESSA, ABOUT 0.05 MILE NORTHWEST OF THE AL6239'POST OFFICE IN ODESSA, NORTH OF THE JUNCTION OF STATE HIGHWAY 54 AL6239'AND S-587 AND ON PROPERTY OF THE STATE. AL6239' AL6239'STATION MARKS ARE STANDARD DISKS STAMPED ODESSA 2 1974. THE AL6239'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AL6239'MONUMENT THAT IS SET 6-INCHES BELOW THE GROUND SURFACE. IT IS AL6239'166 FEET NORTH OF THE CENTER OF HIGHWAY 54, 121.5 FEET NORTH OF AL6239'POWER LINE POLE 2-16415, 58.7 FEET SOUTH-SOUTHEAST OF THE AL6239'SOUTHEAST RAIL OF RAILROAD TRACK, 39.5 FEET WEST OF A PROJECTED AL6239'CENTER LINE OF HIGHWAY S-587, 3.1 FEET NORTH OF A METAL WITNESS AL6239'POST, 2.4 FEET SOUTHWEST OF A FENCE CORNER AND 1.7 FEET AL6239'SOUTHWEST OF A METAL WITNESS POST. THE UNDERGROUND MARK IS AL6239'SET IN AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW THE AL6239'GROUND SURFACE. AL6239' AL6239'REFERENCE MARK 5, A STANDARD DISK STAMPED ODESSA 2 NO 5 1974, AL6239'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AL6239'SET FLUSH WTH THE GROUND SURFACE. IT IS 57.3 FEET SOUTH-SOUTHEAST AL6239'OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK, 31.5 FEET AL6239'NORTHEAST OF A FENCE CORNER, 6 FEET WEST OF A PROJECTED CENTER AL6239'LINE OF STATE HIGHWAY S-587, 2 FEET SOUTH OF A METAL WITNESS AL6239'POST AND 1.5 FEET SOUTH OF A WIRE FENCE. (NOTICE--THIS MARK IS AL6239'ON PROPERTY OF MR. M.A. FLEMING, ODESSA, FLORIDA.) AL6239' AL6239'REFERENCE MARK 6, A STANDARD DISK STAMPED ODESSA 2 NO 6 1974, IS AL6239'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AL6239'IS SET FLUSH WITH THE GROUND SURFACE. IT IS 61 FEET WEST OF THE AL6239'CENTER OF A PROJECTED LINE OF HIGHWAY S-587, 48.5 FEET NORTH OF AL6239'THE CENTER OF HIGHWAY 54, 5 FEET SOUTHEAST OF A CONCRETE AL6239'RIGHT-OF-WAY POST, 23 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET AL6239'NORTH OF A POWER LINE POLE AND 1.7 FEET NORTH OF A METAL AL6239'WITNESS POST. AL6239' AL6239'STATION ODESSA, A STANDARD DISK STAMPED ODESSA 1934, IS SET IN THE AL6239'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS AL6239'3-INCHES ABOVE THE GROUND SURFACE. IT IS 181 FEET NORTH-NORTHWEST AL6239'OF THE JUNCTION OF HIGHWAYS 54 AND S-587, 159 FEET NORTH OF THE AL6239'CENTER OF HIGHWAY 54, 66.5 FEET WEST OF A PROJECTED CENTER LINE AL6239'OF HIGHWAY S-587, 61.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL AL6239'OF RAILROAD TRACK, 29 FEET SOUTHWEST OF A FENCE CORNER, 27 AL6239'FEET WEST OF A WIRE FENCE, 2 FEET EAST OF A METAL WITNESS POST AL6239'AND 1.4 FEET NORTHWEST OF A METAL WITNESS POST. AL6239'7A) AL6239' AL6239'AZIMUTH MARK, A STANDARD DISK STAMPED ODESSA 1934 AZIMUTH 1974, AL6239'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AL6239'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE. IT IS 65 FEET NORTH AL6239'OF A FENCE AROUND A MICROWAVE TOWER, 40 FEET SOUTH OF THE CENTER AL6239'OF STATE HIGHWAY 54, 40 FEET EAST OF THE CENTER OF DRIVEWAY TO AL6239'MICROWAVE TOWER, 6 FEET NORTH OF TELEPHONE LINE POLE 161-2, 1.1 AL6239'FEET EAST OF A METAL WITNESS POST AND 1.1 FEET WEST OF A METAL AL6239'WITNESS POST. AL6239' AL6239'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 54 AL6239'AND S-587 IN ODESSA, GO WEST ON STATE HIGHWAY 54 FOR 0.15 MILE TO A AL6239'MICROWAVE TOWER ON LEFT AND MARK. AL6239' AL6239'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AL6239 AL6239 STATION RECOVERY (1982) AL6239 AL6239'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL6239'STATION MARK, REFERENCE MARKS 5, 6, AND AZIMUTH MARK WERE RECOVERED AL6239'AND FOUND IN GOOD CONDITION. ODESSA 1934 WAS NOT DESTROYED BY AL6239'CONSTRUCTION OF AN AQUEDUCT AS STATED IN 1974 RECOVERY NOTE BY CLN. AL6239'HOWEVER IT WAS RESET OVER UNDERGROUND MARK. AL6239' AL6239'THE STATION IS LOCATED IN PASCO COUNTY AT THE INTERSECTION OF HWY 54 AL6239'AND HWY 687 (GUNN HWY) IN ODESSA. ON ABANDONED RAILROAD RIGHT OF WAY. AL6239' AL6239'TO REACH THE STATION FROM THE POST OFFICE AT ODESSA AT HWY 687 AL6239'(GUNN HWY) AND TARPON SPRINGS ROAD IN HILLSBOROUGH COUNTY GO EAST AL6239'FROM POST OFFICE 0.05 MILES TO A CROSS ROAD HWY 687 (GUNN HWY) TURN AL6239'LEFT (NORTHWEST) AND GO 3.5 MI. TO HWY 54 TURN LEFT (WEST) AND GO AL6239'100 FEET TO STATION ON RIGHT. STATION IS 150 FEET NORTH OF CENTERLINE AL6239'OF HWY 54 ALONG A DIRT TRAIL ROAD. AL6239' AL6239'THE STATION IS A STANDARD USGS DISK STAMPED---ODESSA 2 1974---THE AL6239'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL6239'MONUMENT FLUSH WITH THE GROUND. LOCATED 71.2 FEET SOUTHEAST FROM A AL6239'POWER POLE NO 2-37966, 53.4 FEET SOUTHWEST FROM AN AQUEDUCT WELL AL6239'(SMALL), 26.2 FEET SOUTHEAST FROM AN AQUEDUCT WELL (LARGE), 12.2 FEET AL6239'EAST FROM A DIRT TRAIL ROAD, AND 1.6 FEET SOUTHWEST FROM A METAL AL6239'WITNESS POST. THE UNDERGROUND MARK IS UNKNOWN. AL6239' AL6239'REFERENCE MARK NO 5 IS A STANDARD USGS DISK STAMPED---ODESSA 2 AL6239'NO 5 1974---LOCATED 81.9 FEET SOUTHEAST FROM A POWER POLE NO 2-37966, AL6239'24.3 FEET SOUTHWEST FROM AN AQUEDUCT WELL, 30.8 FEET EAST FROM A AL6239'FENCE CORNER, AND 1.9 FEET SOUTH FROM A METAL WITNESS POST. AL6239' AL6239'REFERENCE MARK NO 6 IS A STANDARD USGS DISK STAMPED---ODESSA 2 NO 6 AL6239'1974---LOCATED 48.9 FT. N FROM THE CENTERLINE OF HWY 54, 23.5 FEET AL6239'SOUTHWEST FROM A FENCE CORNER, 19.3 WEST NORTHWEST FROM A POWER POLE AL6239'NO 2-16415, AND 6.6 FEET EAST NORTHEAST FROM A POWER POLE NO TZ-200. AL6239' AL6239'AZ. MARK IS A STANDARD USGS DISK STAMPED---ODESSA AZ 1934 1974---THE AL6239'SURFACE DISK IS A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE AL6239'GROUND. LOCATED 39.7 FEET SOUTH FROM THE CENTERLINE HWY 54, 6.2 FEET AL6239'NORTHEAST FROM THE NORTH OF TWO 12 INCH PALM TREES, 5.8 FEET AL6239'NORTHWEST FROM A TELEPHONE POLE NO 161-2, AND 1.0 FOOT EAST FROM A AL6239'METAL WITNESS POST. TO REACH THE AZIMUTH MARK GO EAST ON HWY 54 FROM AL6239'STATION 0.12 MILES TO AZ MK ON LEFT IN FRONT OF GTE MICRO-WAVE TOWER. AL6239 AL6239 STATION RECOVERY (1991) AL6239 AL6239'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AL6239'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6240 *********************************************************************** AL6240 DESIGNATION - ODESSA 2 RM 6 AL6240 PID - AL6240 AL6240 STATE/COUNTY- FL/PASCO AL6240 USGS QUAD - ODESSA (1987) AL6240 AL6240 *CURRENT SURVEY CONTROL AL6240 ___________________________________________________________________ AL6240* NAD 83(1986)- 28 11 43. (N) 082 35 30. (W) SCALED AL6240* NAVD 88 - 17.52 (meters) 57.5 (feet) RESET AL6240 ___________________________________________________________________ AL6240 GEOID HEIGHT- -25.31 (meters) GEOID99 AL6240 AL6240 VERT ORDER - THIRD AL6240 AL6240.The horizontal coordinates were scaled from a topographic map and have AL6240.an estimated accuracy of +/- 6 seconds. AL6240 AL6240.The orthometric height was computed from unverified reset data. AL6240 AL6240.The geoid height was determined by GEOID99. AL6240 AL6240; North East Units Estimated Accuracy AL6240;SPC FL W - 427,990. 141,910. MT (+/- 180 meters Scaled) AL6240 AL6240 SUPERSEDED SURVEY CONTROL AL6240 AL6240.No superseded survey control is available for this station. AL6240 AL6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM437198(NAD 83) AL6240_MARKER: DR = REFERENCE MARK DISK AL6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6240_STAMPING: ODESSA 2 NO 6 1974 AL6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6240+STABILITY: SURFACE MOTION AL6240 AL6240 HISTORY - Date Condition Report By AL6240 HISTORY - 1974 MONUMENTED NGS AL6240 AL6240 STATION DESCRIPTION AL6240 AL6240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AL6240'AT ODESSA. AL6240'AT ODESSA, ABOUT 200 FEET NORTHWEST OF THE POST OFFICE, 61 FEET AL6240'WEST OF THE CENTER OF A PROJECTED LINE OF STATE HIGHWAY S-587, AL6240'48.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 54, 23 FEET SOUTHWEST AL6240'OF A FENCE CORNER, 5 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY AL6240'POST, 4 FEET NORTH OF A POWER LINE POLE AND 1.7 FEET NORTH OF A AL6240'METAL WITNESS POST. A DISK SET IN THE TOP OF A 12-INCH ROUND AL6240'CONCRETE POST THAT IS SET FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6234 *********************************************************************** AL6234 DESIGNATION - ODESSA RM 4 AL6234 PID - AL6234 AL6234 STATE/COUNTY- FL/PASCO AL6234 USGS QUAD - ODESSA (1987) AL6234 AL6234 *CURRENT SURVEY CONTROL AL6234 ___________________________________________________________________ AL6234* NAD 83(1986)- 28 11 43. (N) 082 35 31. (W) SCALED AL6234* NAVD 88 - 17.67 (meters) 58.0 (feet) RESET AL6234 ___________________________________________________________________ AL6234 GEOID HEIGHT- -25.31 (meters) GEOID99 AL6234 AL6234 VERT ORDER - THIRD AL6234 AL6234.The horizontal coordinates were scaled from a topographic map and have AL6234.an estimated accuracy of +/- 6 seconds. AL6234 AL6234.The orthometric height was computed from unverified reset data. AL6234 AL6234.The geoid height was determined by GEOID99. AL6234 AL6234; North East Units Estimated Accuracy AL6234;SPC FL W - 427,990. 141,880. MT (+/- 180 meters Scaled) AL6234 AL6234 SUPERSEDED SURVEY CONTROL AL6234 AL6234 NGVD 29 - 17.91 (m) 58.8 (f) RESET 3 AL6234 AL6234.Superseded values are not recommended for survey control. AL6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6234.See file dsdata.txt to determine how the superseded data were derived. AL6234 AL6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM437198(NAD 83) AL6234_MARKER: DR = REFERENCE MARK DISK AL6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6234_STAMPING: ODESSA NO 4 1934 AL6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6234+STABILITY: SURFACE MOTION AL6234 AL6234 HISTORY - Date Condition Report By AL6234 HISTORY - 1958 MONUMENTED CGS AL6234 HISTORY - 1958 GOOD NGS AL6234 AL6234 STATION DESCRIPTION AL6234 AL6234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6234'AT ODESSA. AL6234'AT ODESSA, 40.451 FT. NORTHWEST OF TRIANGULATION STATION ODESSA, AL6234'115 YARDS NORTHWEST OF THE POST OFFICE, 193 FT. NORTH OF THE CENTER AL6234'LINE OF STATE HIGHWAY 54, 24.2 FT. SOUTH OF THE SOUTH RAIL OF THE AL6234'ATLANTIC COAST LINE RAILROAD, 36 FT. SOUTH OF A SWITCH STAND, 17 FT. AL6234'EAST OF AN 18 INCH OAK TREE, 147 FT. NORTH OF POWER POLE TZ-156, AL6234'2 FT. WEST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A AL6234'CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6247 *********************************************************************** AL6247 DESIGNATION - P 100 RESET 1952 AL6247 PID - AL6247 AL6247 STATE/COUNTY- FL/PASCO AL6247 USGS QUAD - ODESSA (1987) AL6247 AL6247 *CURRENT SURVEY CONTROL AL6247 ___________________________________________________________________ AL6247* NAD 83(1986)- 28 11 41. (N) 082 31 14. (W) SCALED AL6247* NAVD 88 - 18.37 (meters) 60.3 (feet) RESET AL6247 ___________________________________________________________________ AL6247 GEOID HEIGHT- -25.38 (meters) GEOID99 AL6247 AL6247 VERT ORDER - THIRD AL6247 AL6247.The horizontal coordinates were scaled from a topographic map and have AL6247.an estimated accuracy of +/- 6 seconds. AL6247 AL6247.The orthometric height was computed from unverified reset data. AL6247 AL6247.The geoid height was determined by GEOID99. AL6247 AL6247; North East Units Estimated Accuracy AL6247;SPC FL W - 427,900. 148,890. MT (+/- 180 meters Scaled) AL6247 AL6247 SUPERSEDED SURVEY CONTROL AL6247 AL6247 NGVD 29 - 18.62 (m) 61.1 (f) RESET 3 AL6247 AL6247.Superseded values are not recommended for survey control. AL6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6247.See file dsdata.txt to determine how the superseded data were derived. AL6247 AL6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM507197(NAD 83) AL6247_MARKER: DB = BENCH MARK DISK AL6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6247_STAMPING: P 100 RESET 1952 AL6247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6247+STABILITY: SURFACE MOTION AL6247 AL6247 HISTORY - Date Condition Report By AL6247 HISTORY - 1952 MONUMENTED CGS AL6247 HISTORY - 1958 GOOD NGS AL6247 AL6247 STATION DESCRIPTION AL6247 AL6247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6247'3.5 MI W FROM LAND O LAKES. AL6247'3.5 MILES WEST ALONG STATE HIGHWAY 54 FROM THE SEABOARD AIR AL6247'LINE RAILROAD STATION AT LAND O LAKES, 128 FT. EAST OF POWER AL6247'POLE 215, 88 FT. SOUTH OF THE SOUTHEAST CORNER OF A WHITE FRAME AL6247'FARMHOUSE, 50.5 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 AL6247'FT. WEST OF A FENCE CORNER, 14 FT. EAST OF THE CENTER LINE OF AL6247'A PRIVATE DRIVEWAY, 52 FT. EAST OF A FENCE CORNER, 1.8 FT. EAST AL6247'OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST AL6247'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6249 *********************************************************************** AL6249 DESIGNATION - Q 100 RESET 1952 AL6249 PID - AL6249 AL6249 STATE/COUNTY- FL/PASCO AL6249 USGS QUAD - ODESSA (1987) AL6249 AL6249 *CURRENT SURVEY CONTROL AL6249 ___________________________________________________________________ AL6249* NAD 83(1986)- 28 11 35. (N) 082 30 19. (W) SCALED AL6249* NAVD 88 - 18.45 (meters) 60.5 (feet) RESET AL6249 ___________________________________________________________________ AL6249 GEOID HEIGHT- -25.40 (meters) GEOID99 AL6249 AL6249 VERT ORDER - THIRD AL6249 AL6249.The horizontal coordinates were scaled from a topographic map and have AL6249.an estimated accuracy of +/- 6 seconds. AL6249 AL6249.The orthometric height was computed from unverified reset data. AL6249 AL6249.The geoid height was determined by GEOID99. AL6249 AL6249; North East Units Estimated Accuracy AL6249;SPC FL W - 427,710. 150,390. MT (+/- 180 meters Scaled) AL6249 AL6249 SUPERSEDED SURVEY CONTROL AL6249 AL6249 NGVD 29 - 18.69 (m) 61.3 (f) RESET 3 AL6249 AL6249.Superseded values are not recommended for survey control. AL6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6249.See file dsdata.txt to determine how the superseded data were derived. AL6249 AL6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM522195(NAD 83) AL6249_MARKER: DB = BENCH MARK DISK AL6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6249_STAMPING: Q 100 RESET 1952 AL6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6249+STABILITY: SURFACE MOTION AL6249 AL6249 HISTORY - Date Condition Report By AL6249 HISTORY - 1952 MONUMENTED CGS AL6249 HISTORY - 1958 GOOD NGS AL6249 HISTORY - 1960 GOOD NGS AL6249 AL6249 STATION DESCRIPTION AL6249 AL6249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6249'2.6 MI W FROM LAND O LAKES. AL6249'2.65 MILES WEST ALONG STATE HIGHWAY 54 FROM THE SEABOARD AIR AL6249'LINE RAILROAD STATION AT LAND O LAKES, 51 FT. SOUTH OF THE AL6249'CENTER LINE OF THE HIGHWAY, 98 FT. WEST OF POWER POLE 229, 6.3 AL6249'FT. SOUTH OF A POWER LINE BRACE POLE, 1.5 FT. NORTH OF A FENCE, AL6249'1.5 FT. EAST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A AL6249'CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. AL6249 AL6249 STATION RECOVERY (1960) AL6249 AL6249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AL6249'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6393 *********************************************************************** AL6393 DESIGNATION - Q 106 RESET AL6393 PID - AL6393 AL6393 STATE/COUNTY- FL/PASCO AL6393 USGS QUAD - DADE CITY (1988) AL6393 AL6393 *CURRENT SURVEY CONTROL AL6393 ___________________________________________________________________ AL6393* NAD 83(1999)- 28 15 07.34970(N) 082 10 01.94393(W) ADJUSTED AL6393* NAVD 88 - 30.19 (meters) 99.0 (feet) RESET AL6393 ___________________________________________________________________ AL6393 X - 766,256.593 (meters) COMP AL6393 Y - -5,570,097.598 (meters) COMP AL6393 Z - 3,001,140.366 (meters) COMP AL6393 LAPLACE CORR- -2.73 (seconds) DEFLEC99 AL6393 ELLIP HEIGHT- 3.91 (meters) (07/06/01) GPS OBS AL6393 GEOID HEIGHT- -26.21 (meters) GEOID99 AL6393 AL6393 HORZ ORDER - FIRST AL6393 VERT ORDER - THIRD AL6393 ELLP ORDER - FOURTH CLASS II AL6393 AL6393.The horizontal coordinates were established by GPS observations AL6393.and adjusted by the National Geodetic Survey in July 2001. AL6393 AL6393.The orthometric height was computed from unverified reset data. AL6393 AL6393.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL6393 AL6393.The Laplace correction was computed from DEFLEC99 derived deflections. AL6393 AL6393.The ellipsoidal height was determined by GPS observations AL6393.and is referenced to NAD 83. AL6393 AL6393.The geoid height was determined by GEOID99. AL6393 AL6393; North East Units Scale Converg. AL6393;SPC FL W - 434,150.298 183,592.620 MT 0.99994450 -0 04 44.9 AL6393;UTM 17 - 3,125,674.922 385,501.026 MT 0.99976180 -0 33 09.2 AL6393 AL6393 SUPERSEDED SURVEY CONTROL AL6393 AL6393 ELLIP HT - 3.84 (m) (10/07/92) GP( ) 4 2 AL6393 NAD 83(1990)- 28 15 07.34840(N) 082 10 01.94420(W) AD( ) 1 AL6393 NGVD 29 - 30.45 (m) 99.9 (f) RESET 3 AL6393 AL6393.Superseded values are not recommended for survey control. AL6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6393.See file dsdata.txt to determine how the superseded data were derived. AL6393 AL6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8550125675(NAD 83) AL6393_MARKER: DB = BENCH MARK DISK AL6393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6393_STAMPING: Q 106 RESET 1962 AL6393_MARK LOGO: CGS AL6393_MAGNETIC: N = NO MAGNETIC MATERIAL AL6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6393+STABILITY: SURFACE MOTION AL6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6393+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991 AL6393 AL6393 HISTORY - Date Condition Report By AL6393 HISTORY - 1962 MONUMENTED CGS AL6393 HISTORY - 1974 GOOD NGS AL6393 HISTORY - 1984 GOOD LOCENG AL6393 HISTORY - 1988 GOOD USPSQD AL6393 HISTORY - 1988 MARK NOT FOUND USPSQD AL6393 HISTORY - 19910130 GOOD GEOBAS AL6393 HISTORY - 19910403 GOOD HEIDT AL6393 AL6393 STATION DESCRIPTION AL6393 AL6393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 AL6393'2.6 MI SW FROM LUMBERTON. AL6393'ABOUT 2.6 MILES SOUTHWEST ALONG STATE ROAD 54 FROM THE ATLANTIC AL6393'COAST LINE RAILROAD AT LUMBERTON, AT THE INTERSECTION WITH AL6393'A NORTH-SOUTH GRADED DIRT ROAD, 91 FEET EAST OF THE CENTER AL6393'OF THE NORTH-SOUTH ROAD, 49.5 FEET NORTH OF THE CENTER OF ROAD AL6393'54 AND 1.2 FEET NORTH OF A WITNESS SIGN. A STANDARD DISK AL6393'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING AL6393'1 INCH. AL6393 AL6393 STATION RECOVERY (1974) AL6393 AL6393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AL6393'RECOVERED IN GOOD CONDITION. AL6393 AL6393 STATION RECOVERY (1984) AL6393 AL6393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 AL6393'49.20 FEET NORTH OF THE CENTERLINE OF C.R. 54, 91.50 FEET EAST OF THE AL6393'CENTERLINE OF 23RD. ST., A STANDARD DISK STAMPED Q 106 RESET 1962, AL6393'CEMENT POST FLUSH WITH THE GROUND. AL6393 AL6393 STATION RECOVERY (1988) AL6393 AL6393'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AL6393'RECOVERED IN GOOD CONDITION. AL6393 AL6393 STATION RECOVERY (1988) AL6393 AL6393'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJW) AL6393'MARK NOT FOUND. AL6393 AL6393 STATION RECOVERY (1991) AL6393 AL6393'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AL6393'THE STATION IS LOCATED 1 MI (1.61 KM) NORTHEAST OF ZEPHYRHILLS AND 8 AL6393'MI (12.87 KM) SOUTH-SOUTHEAST OF DADE CITY. AL6393'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND AL6393'PASCO COUNTY ROAD 54 IN ZEPHYRHILLS, GO EAST ON PASCO COUNTY ROAD 54, AL6393'1.2 MI (1.93 KM) TO THE STATION ON THE LEFT. AL6393'THE STATION IS A C.G.S. BENCH MARK DISK STAMPED ---Q 106 RESET 1962--- AL6393'SET IN A 6-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND. AL6393'IT IS 49.0 FT (14.94 M) NORTH OF THE CENTER OF PASCO COUNTY ROAD 54, AL6393'91.0 FT (27.74 M) EAST OF THE CENTER OF 23RD STREET, 55.5 FT AL6393'(16.92 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A FOUR DOOR GARAGE AND AL6393'1 FT (0.30 M) NORTHWEST OF A METAL WITNESS POST. AL6393 AL6393 STATION RECOVERY (1991) AL6393 AL6393'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991 AL6393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6171 *********************************************************************** AL6171 DESIGNATION - RICHEY RM 3 AL6171 PID - AL6171 AL6171 STATE/COUNTY- FL/PASCO AL6171 USGS QUAD - PORT RICHEY (1988) AL6171 AL6171 *CURRENT SURVEY CONTROL AL6171 ___________________________________________________________________ AL6171* NAD 83(1986)- 28 19 52. (N) 082 38 39. (W) SCALED AL6171* NAVD 88 - 9.33 (meters) 30.6 (feet) RESET AL6171 ___________________________________________________________________ AL6171 GEOID HEIGHT- -25.73 (meters) GEOID99 AL6171 DYNAMIC HT - 9.31 (meters) 30.5 (feet) COMP AL6171 MODELED GRAV- 979,195.9 (mgal) NAVD 88 AL6171 AL6171 VERT ORDER - THIRD AL6171 AL6171.The horizontal coordinates were scaled from a topographic map and have AL6171.an estimated accuracy of +/- 6 seconds. AL6171 AL6171.The orthometric height was computed from unverified reset data. AL6171 AL6171.The geoid height was determined by GEOID99. AL6171 AL6171.The dynamic height is computed by dividing the NAVD 88 AL6171.geopotential number by the normal gravity value computed on the AL6171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6171.degrees latitude (g = 980.6199 gals.). AL6171 AL6171.The modeled gravity was interpolated from observed gravity values. AL6171 AL6171; North East Units Estimated Accuracy AL6171;SPC FL W - 443,070. 136,840. MT (+/- 180 meters Scaled) AL6171 AL6171 SUPERSEDED SURVEY CONTROL AL6171 AL6171 NGVD 29 - 9.58 (m) 31.4 (f) RESET 3 AL6171 AL6171.Superseded values are not recommended for survey control. AL6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6171.See file dsdata.txt to determine how the superseded data were derived. AL6171 AL6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM388349(NAD 83) AL6171_MARKER: DR = REFERENCE MARK DISK AL6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6171_STAMPING: RICHEY 1934 NO 3 1966 AL6171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6171+STABILITY: SURFACE MOTION AL6171 AL6171 HISTORY - Date Condition Report By AL6171 HISTORY - 1966 MONUMENTED CGS AL6171 HISTORY - 1979 GOOD FLDNR AL6171 HISTORY - 1987 GOOD USPSQD AL6171 HISTORY - 1987 GOOD FLDT AL6171 AL6171 STATION DESCRIPTION AL6171 AL6171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AL6171'3 MI E FROM BAYONET POINT. AL6171'ABOUT 3.0 MILES E ALONG NO. 52 FLORIDA HWY. FROM ITS T-JUNCTION AL6171'WITH NO. 19 U.S. HWY. IN BAYONET POINT, ABOUT 75 YARDS E OF AL6171'THE T-JUNCTION OF HWY. AND PAVED ROAD S., 48.5 FEET S OF CENTER AL6171'LINE OF 20-FOOT ASPHALT HWY. PAVEMENT, 0.9 FOOT HIGHER THAN AL6171'SAME, 34-1/2 FEET E OF PROJECTED PLANE OF E WALL OF CONCRETE AL6171'BLOCK HOUSE ON S SIDE OF HWY., 3 FEET NNW OF CREOSOTED POWER AL6171'POLE, 1.7 FEET N OF PROPERTY LOT CORNER (AN IRON PIN), 1.6 FEET AL6171'SE OF STEEL WITNESS POST, FLUSH WITH THE GROUND, 114.82 FEET AL6171'OR 34.997 METERS SSW IN AZIMUTH 25 DEG 16 MIN 04 SEC FROM AL6171'TRIANGULATION STATION RICHEY 1934. AL6171 AL6171 STATION RECOVERY (1979) AL6171 AL6171'RECOVERY NOTE BY FL DEPT OF NAT RES 1979 AL6171'RECOVERED IN GOOD CONDITION. AL6171 AL6171 STATION RECOVERY (1987) AL6171 AL6171'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHA) AL6171'RECOVERED IN GOOD CONDITION. AL6171 AL6171 STATION RECOVERY (1987) AL6171 AL6171'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1987 (RCB) AL6171'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6432 *********************************************************************** AL6432 DESIGNATION - STANLEY RM 3 AL6432 PID - AL6432 AL6432 STATE/COUNTY- FL/PASCO AL6432 USGS QUAD - WESLEY CHAPEL (1987) AL6432 AL6432 *CURRENT SURVEY CONTROL AL6432 ___________________________________________________________________ AL6432* NAD 83(1986)- 28 13 40. (N) 082 17 14. (W) SCALED AL6432* NAVD 88 - 29.08 (meters) 95.4 (feet) RESET AL6432 ___________________________________________________________________ AL6432 GEOID HEIGHT- -25.86 (meters) GEOID99 AL6432 AL6432 VERT ORDER - THIRD AL6432 AL6432.The horizontal coordinates were scaled from a topographic map and have AL6432.an estimated accuracy of +/- 6 seconds. AL6432 AL6432.The orthometric height was computed from unverified reset data. AL6432.No vertical observational check was made to the station. AL6432 AL6432.The geoid height was determined by GEOID99. AL6432 AL6432; North East Units Estimated Accuracy AL6432;SPC FL W - 431,480. 171,810. MT (+/- 180 meters Scaled) AL6432 AL6432 SUPERSEDED SURVEY CONTROL AL6432 AL6432 NGVD 29 - 29.33 (m) 96.2 (f) RESET 3 AL6432 AL6432.Superseded values are not recommended for survey control. AL6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6432.See file dsdata.txt to determine how the superseded data were derived. AL6432 AL6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM736231(NAD 83) AL6432_MARKER: DD = SURVEY DISK AL6432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6432_STAMPING: STANLEY NO 3 1937 AL6432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6432+STABILITY: SURFACE MOTION AL6432 AL6432 HISTORY - Date Condition Report By AL6432 HISTORY - 1956 MONUMENTED CGS AL6432 HISTORY - 1956 GOOD NGS AL6432 AL6432 STATION DESCRIPTION AL6432 AL6432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AL6432'7.2 MI W FROM ZEPHYRHILLS. AL6432'STATION IS ABOUT 7.2 MILES WEST OF ZEPHYRHILLS POST OFFICE ON AL6432'THE SOUTH SIDE OF STATE HIGHWAY 54, ON THE INSIDE OF A SLIGHT AL6432'CURVE TO THE LEFT. (MILEAGE TAKEN FROM OLD ROAD). MARK AL6432'IS 39 FEET SOUTH OF CENTER LINE OF PROPOSED HIGHWAY ON AL6432'FENCE LINE, SET IN TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING AL6432'2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6176 *********************************************************************** AL6176 DESIGNATION - T 102 RESET 1968 AL6176 PID - AL6176 AL6176 STATE/COUNTY- FL/PASCO AL6176 USGS QUAD - FIVAY JUNCTION (1988) AL6176 AL6176 *CURRENT SURVEY CONTROL AL6176 ___________________________________________________________________ AL6176* NAD 83(1986)- 28 20 16. (N) 082 36 40. (W) SCALED AL6176* NAVD 88 - 9.58 (meters) 31.4 (feet) RESET AL6176 ___________________________________________________________________ AL6176 GEOID HEIGHT- -25.79 (meters) GEOID99 AL6176 AL6176 VERT ORDER - THIRD AL6176 AL6176.The horizontal coordinates were scaled from a topographic map and have AL6176.an estimated accuracy of +/- 6 seconds. AL6176 AL6176.The orthometric height was computed from unverified reset data. AL6176 AL6176.The geoid height was determined by GEOID99. AL6176 AL6176; North East Units Estimated Accuracy AL6176;SPC FL W - 443,790. 140,080. MT (+/- 180 meters Scaled) AL6176 AL6176 SUPERSEDED SURVEY CONTROL AL6176 AL6176 NGVD 29 - 9.83 (m) 32.3 (f) RESET 3 AL6176 AL6176.Superseded values are not recommended for survey control. AL6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6176.See file dsdata.txt to determine how the superseded data were derived. AL6176 AL6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM420356(NAD 83) AL6176_MARKER: DB = BENCH MARK DISK AL6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6176_STAMPING: T 102 RESET 1968 AL6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6176+STABILITY: SURFACE MOTION AL6176 AL6176 HISTORY - Date Condition Report By AL6176 HISTORY - 1968 MONUMENTED FLHD AL6176 AL6176 STATION DESCRIPTION AL6176 AL6176'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1968 AL6176'5.8 MI W FROM FIVAY. AL6176'ABOUT 5.8 MILES WEST ALONG STATE HIGHWAY 52 FROM THE CROSSING AL6176'OF THE SEABOARD COAST LINE RAILROAD AT FIVAY, 75 FEET EAST OF THE AL6176'EAST END OF THE NORTH HEADWALL OF A TRIPLE 10 FT X 5 FT BOX AL6176'CULVERT, 47.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AL6176'5.8 FEET SOUTHEAST OF A POWER LIEN POLE 14 INCHES IN DIAMETER, AL6176'SET IN THE TOP OF A CONCRETE PROJECTING 1 INCH ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6374 *********************************************************************** AL6374 DESIGNATION - T 54 RESET 1958 AL6374 PID - AL6374 AL6374 STATE/COUNTY- FL/PASCO AL6374 USGS QUAD - LACOOCHEE (1988) AL6374 AL6374 *CURRENT SURVEY CONTROL AL6374 ___________________________________________________________________ AL6374* NAD 83(1986)- 28 28 10. (N) 082 10 05. (W) SCALED AL6374* NAVD 88 - 22.35 (meters) 73.3 (feet) RESET AL6374 ___________________________________________________________________ AL6374 GEOID HEIGHT- -26.65 (meters) GEOID99 AL6374 AL6374 VERT ORDER - THIRD AL6374 AL6374.The horizontal coordinates were scaled from a topographic map and have AL6374.an estimated accuracy of +/- 6 seconds. AL6374 AL6374.The orthometric height was computed from unverified reset data. AL6374 AL6374.The geoid height was determined by GEOID99. AL6374 AL6374; North East Units Estimated Accuracy AL6374;SPC FL W - 458,240. 183,540. MT (+/- 180 meters Scaled) AL6374 AL6374 SUPERSEDED SURVEY CONTROL AL6374 AL6374 NGVD 29 - 22.52 (m) 73.9 (f) RESET 3 AL6374 AL6374.Superseded values are not recommended for survey control. AL6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6374.See file dsdata.txt to determine how the superseded data were derived. AL6374 AL6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM856497(NAD 83) AL6374_MARKER: DB = BENCH MARK DISK AL6374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6374_STAMPING: T54 RESET 1958 AL6374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6374+STABILITY: SURFACE MOTION AL6374 AL6374 HISTORY - Date Condition Report By AL6374 HISTORY - 1958 MONUMENTED CGS AL6374 AL6374 STATION DESCRIPTION AL6374 AL6374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AL6374'0.3 MI NE FROM LACOOCHEE. AL6374'0.3 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AL6374'STATION AT LACOOCHEE, 149 FT. SOUTHWEST OF MILEPOST 790, 45.5 AL6374'FT. NORTHWEST OF THE NORTHWEST RAIL, 25 FT. NORTHWEST OF A AL6374'TELEPHONE POLE, 1.5 FT. SOUTHEAST OF A FENCE, 2 FT. NORTHEAST AL6374'OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST AL6374'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7247 *********************************************************************** AL7247 DESIGNATION - Y 174 P CO RESET 1978 AL7247 PID - AL7247 AL7247 STATE/COUNTY- FL/PASCO AL7247 USGS QUAD - ELFERS (1987) AL7247 AL7247 *CURRENT SURVEY CONTROL AL7247 ___________________________________________________________________ AL7247* NAD 83(1986)- 28 13 00. (N) 082 39 57. (W) SCALED AL7247* NAVD 88 - 8.12 (+/-2cm) 26.6 (feet) VERTCON AL7247 ___________________________________________________________________ AL7247 GEOID HEIGHT- -25.31 (meters) GEOID99 AL7247 AL7247 VERT ORDER - THIRD (See Below) AL7247 AL7247.The horizontal coordinates were scaled from a topographic map and have AL7247.an estimated accuracy of +/- 6 seconds. AL7247 AL7247.The NAVD 88 height was computed by applying the VERTCON shift value to AL7247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7247.The vertical order pertains to the superseded datum. AL7247 AL7247.The geoid height was determined by GEOID99. AL7247 AL7247; North East Units Estimated Accuracy AL7247;SPC FL W - 430,400. 134,640. MT (+/- 180 meters Scaled) AL7247 AL7247 SUPERSEDED SURVEY CONTROL AL7247 AL7247 NGVD 29 - 8.38 (m) 27.5 (f) RESET 3 AL7247 AL7247.Superseded values are not recommended for survey control. AL7247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7247.See file dsdata.txt to determine how the superseded data were derived. AL7247 AL7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM365223(NAD 83) AL7247_MARKER: DB = BENCH MARK DISK AL7247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7247_STAMPING: Y 174 RESET 1978 AL7247_PROJECTION: FLUSH AL7247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7247+STABILITY: SURFACE MOTION AL7247 AL7247 HISTORY - Date Condition Report By AL7247 HISTORY - 1978 MONUMENTED NGS AL7247 HISTORY - 1990 MARK NOT FOUND USPSQD AL7247 AL7247 STATION DESCRIPTION AL7247 AL7247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AL7247'3.5 MI EAST FROM ELFERS. AL7247'3.5 MILES EAST ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH AL7247'STATE HIGHWAY 595 IN ELFERS, IN THE SOUTHEAST ANGLE OF ROAD AL7247'INTERSECTION, 55.0 FEET NORTH-NORTHWEST OF A 15-INCH OAK TREE, AL7247'73.0 FEET EAST OF CENTER OF A PROPOSED NORTH-SOUTH ROAD, 50.0 FEET AL7247'SOUTH OF CENTER OF A PROPOSED ROAD, AND 1.0 FOOT NORTHWEST AL7247'OF A WIRE FENCE. AL7247 AL7247 STATION RECOVERY (1990) AL7247 AL7247'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD) AL7247'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6229 *********************************************************************** AL6229 DESIGNATION - Y 179 RESET 1962 AL6229 PID - AL6229 AL6229 STATE/COUNTY- FL/PASCO AL6229 USGS QUAD - ODESSA (1987) AL6229 AL6229 *CURRENT SURVEY CONTROL AL6229 ___________________________________________________________________ AL6229* NAD 83(1986)- 28 11 27. (N) 082 37 21. (W) SCALED AL6229* NAVD 88 - 11.70 (meters) 38.4 (feet) RESET AL6229 ___________________________________________________________________ AL6229 GEOID HEIGHT- -25.27 (meters) GEOID99 AL6229 AL6229 VERT ORDER - THIRD AL6229 AL6229.The horizontal coordinates were scaled from a topographic map and have AL6229.an estimated accuracy of +/- 6 seconds. AL6229 AL6229.The orthometric height was computed from unverified reset data. AL6229 AL6229.The geoid height was determined by GEOID99. AL6229 AL6229; North East Units Estimated Accuracy AL6229;SPC FL W - 427,510. 138,880. MT (+/- 180 meters Scaled) AL6229 AL6229 SUPERSEDED SURVEY CONTROL AL6229 AL6229 NGVD 29 - 11.95 (m) 39.2 (f) RESET 3 AL6229 AL6229.Superseded values are not recommended for survey control. AL6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6229.See file dsdata.txt to determine how the superseded data were derived. AL6229 AL6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM407194(NAD 83) AL6229_MARKER: DE = TRAVERSE STATION DISK AL6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6229_STAMPING: Y 179 RESET 1962 AL6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6229+STABILITY: SURFACE MOTION AL6229 AL6229 HISTORY - Date Condition Report By AL6229 HISTORY - 1962 MONUMENTED FL-101 AL6229 HISTORY - 1962 GOOD NGS AL6229 AL6229 STATION DESCRIPTION AL6229 AL6229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 AL6229'1.6 MI W FROM ODESSA. AL6229'1.65 MILES WEST ALONG STATE HIGHWAY 54 FROM THE ATLANTIC COAST AL6229'LINE RAILROAD STATION SIGN AT ODESSA, AT THE WEST END OF A CURVE AL6229'IN THE HIGHWAY, 57 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AL6229'1.2 FEET NORTH OF A FENCE, 1.1 FEET SOUTH OF A STEEL WITNESS POST, AL6229'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE AL6229'GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6231 *********************************************************************** AL6231 DESIGNATION - Y 180 RESET 1962 AL6231 PID - AL6231 AL6231 STATE/COUNTY- FL/PASCO AL6231 USGS QUAD - ODESSA (1987) AL6231 AL6231 *CURRENT SURVEY CONTROL AL6231 ___________________________________________________________________ AL6231* NAD 83(1986)- 28 11 30. (N) 082 37 00. (W) SCALED AL6231* NAVD 88 - 12.16 (meters) 39.9 (feet) RESET AL6231 ___________________________________________________________________ AL6231 GEOID HEIGHT- -25.27 (meters) GEOID99 AL6231 AL6231 VERT ORDER - THIRD AL6231 AL6231.The horizontal coordinates were scaled from a topographic map and have AL6231.an estimated accuracy of +/- 6 seconds. AL6231 AL6231.The orthometric height was computed from unverified reset data. AL6231 AL6231.The geoid height was determined by GEOID99. AL6231 AL6231; North East Units Estimated Accuracy AL6231;SPC FL W - 427,600. 139,450. MT (+/- 180 meters Scaled) AL6231 AL6231 SUPERSEDED SURVEY CONTROL AL6231 AL6231 NGVD 29 - 12.40 (m) 40.7 (f) RESET 3 AL6231 AL6231.Superseded values are not recommended for survey control. AL6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6231.See file dsdata.txt to determine how the superseded data were derived. AL6231 AL6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM413194(NAD 83) AL6231_MARKER: DE = TRAVERSE STATION DISK AL6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6231_STAMPING: Y 180 RESET 1962 AL6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6231+STABILITY: SURFACE MOTION AL6231 AL6231 HISTORY - Date Condition Report By AL6231 HISTORY - 1962 MONUMENTED FL-101 AL6231 HISTORY - 1962 GOOD NGS AL6231 AL6231 STATION DESCRIPTION AL6231 AL6231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 AL6231'1.3 MI W FROM ODESSA. AL6231'1.3 MILES WEST ALONG STATE HIGHWAY 54 FROM THE ATLANTIC COAST LINE AL6231'RAILROAD STATION SIGN AT ODESSA, AT THE WEST END OF A CURVE IN AL6231'THE HIGHWAY, 59.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AL6231'31 FEET EAST OF A T FENCE CORNER, 2.4 FEET NORTH OF A FENCE, AL6231'1.1 FEET NORTH OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE AL6231'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.