1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9463 *********************************************************************** DG9463 DESIGNATION - GPS 5024 DG9463 PID - DG9463 DG9463 STATE/COUNTY- FL/BREVARD DG9463 USGS QUAD - MELBOURNE EAST (1980) DG9463 DG9463 *CURRENT SURVEY CONTROL DG9463 ___________________________________________________________________ DG9463* NAD 83(1986)- 28 00 30. (N) 080 37 19. (W) SCALED DG9463* NAVD 88 - 7.120 (meters) 23.36 (feet) ADJUSTED DG9463 ___________________________________________________________________ DG9463 GEOID HEIGHT- -28.04 (meters) GEOID03 DG9463 DYNAMIC HT - 7.110 (meters) 23.33 (feet) COMP DG9463 MODELED GRAV- 979,170.6 (mgal) NAVD 88 DG9463 DG9463 VERT ORDER - SECOND CLASS I DG9463 DG9463.The horizontal coordinates were scaled from a topographic map and have DG9463.an estimated accuracy of +/- 6 seconds. DG9463 DG9463.The orthometric height was determined by differential leveling DG9463.and adjusted by the National Geodetic Survey in October 2005. DG9463 DG9463.The geoid height was determined by GEOID03. DG9463 DG9463.The dynamic height is computed by dividing the NAVD 88 DG9463.geopotential number by the normal gravity value computed on the DG9463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9463.degrees latitude (g = 980.6199 gals.). DG9463 DG9463.The modeled gravity was interpolated from observed gravity values. DG9463 DG9463; North East Units Estimated Accuracy DG9463;SPC FL E - 407,190. 237,180. MT (+/- 180 meters Scaled) DG9463 DG9463 SUPERSEDED SURVEY CONTROL DG9463 DG9463.No superseded survey control is available for this station. DG9463 DG9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL371981(NAD 83) DG9463_MARKER: DD = SURVEY DISK DG9463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9463_STAMPING: GPS 5024 1994 DG9463_MARK LOGO: FL-009 DG9463_PROJECTION: FLUSH DG9463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9463+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003 DG9463 DG9463 HISTORY - Date Condition Report By DG9463 HISTORY - 1994 MONUMENTED FL-009 DG9463 HISTORY - 20030503 GOOD FLDEP DG9463 DG9463 STATION DESCRIPTION DG9463 DG9463'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9463'THE MARK IS ABOUT 5.0 MI SOUTH-SOUTHEAST OF MELBOURNE, 2.8 MI DG9463'SOUTHWEST OF PALM BAY, IN SECTION 34, TOWNSHIP 28 SOUTH, RANGE 37 DG9463'EAST. DG9463' DG9463'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9463'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9463'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9463'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9463'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 0.65 MI TO THE MARK DG9463'ON THE LEFT IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN INTO THE DG9463'GROUND WITH A LOGO CAP FLUSH NOTE ROD DEPTH NOT KNOWN WITH THE GROUND DG9463'AND 0.5 FT ABOVE THE LEVEL OF BABCOCK STREET (COUNTY ROAD 507) DG9463'NORTHBOUND LANES, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE LEVEL DG9463'OF THE LOGO CAP. DG9463' DG9463'LOCATED 173.3 FT NORTH OF THE SOUTH END OF THE GRASS MEDIAN, 48.4 FT DG9463'NORTH OF A 12-INCH PALM TREE, 22.8 FT EAST OF THE CENTERLINE OF THE DG9463'SOUTHBOUND LANES OF BABCOCK STREET, 22.9 FT WEST OF THE CENTERLINE OF DG9463'THE NORTHBOUND LANES OF BABCOCK STREET, 8.7 FT WEST OF THE WEST EDGE DG9463'OF THE PAVEMENT OF THE NORTHBOUND LANES OF BABCOCK STREET, 8.6 FT DG9463'EAST OF THE EAST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES OF DG9463'BABCOCK STREET AND 1.0 FT SOUTH OF A FLDOT CARSONITE WITNESS POST. DG9463' DG9463'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. DG9463' DG9463'NOTE A MAGNET WAS PLACED INSIDE THE LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9464 *********************************************************************** DG9464 DESIGNATION - GPS 5025 DG9464 PID - DG9464 DG9464 STATE/COUNTY- FL/BREVARD DG9464 USGS QUAD - GRANT (1970) DG9464 DG9464 *CURRENT SURVEY CONTROL DG9464 ___________________________________________________________________ DG9464* NAD 83(1986)- 28 00 00. (N) 080 37 19. (W) SCALED DG9464* NAVD 88 - 7.609 (meters) 24.96 (feet) ADJUSTED DG9464 ___________________________________________________________________ DG9464 GEOID HEIGHT- -28.02 (meters) GEOID03 DG9464 DYNAMIC HT - 7.598 (meters) 24.93 (feet) COMP DG9464 MODELED GRAV- 979,171.3 (mgal) NAVD 88 DG9464 DG9464 VERT ORDER - SECOND CLASS I DG9464 DG9464.The horizontal coordinates were scaled from a topographic map and have DG9464.an estimated accuracy of +/- 6 seconds. DG9464 DG9464.The orthometric height was determined by differential leveling DG9464.and adjusted by the National Geodetic Survey in October 2005. DG9464 DG9464.The geoid height was determined by GEOID03. DG9464 DG9464.The dynamic height is computed by dividing the NAVD 88 DG9464.geopotential number by the normal gravity value computed on the DG9464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9464.degrees latitude (g = 980.6199 gals.). DG9464 DG9464.The modeled gravity was interpolated from observed gravity values. DG9464 DG9464; North East Units Estimated Accuracy DG9464;SPC FL E - 406,270. 237,180. MT (+/- 180 meters Scaled) DG9464 DG9464 SUPERSEDED SURVEY CONTROL DG9464 DG9464.No superseded survey control is available for this station. DG9464 DG9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL371972(NAD 83) DG9464_MARKER: DD = SURVEY DISK DG9464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9464_STAMPING: GPS 5025 1994 DG9464_MARK LOGO: FL-009 DG9464_PROJECTION: FLUSH DG9464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9464+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003 DG9464 DG9464 HISTORY - Date Condition Report By DG9464 HISTORY - 1994 MONUMENTED FL-009 DG9464 HISTORY - 20030503 GOOD FLDEP DG9464 DG9464 STATION DESCRIPTION DG9464 DG9464'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9464'THE MARK IS ABOUT 5.5 MI SOUTH-SOUTHEAST OF MELBOURNE, 3.4 MI DG9464'SOUTHWEST OF PALM BAY, IN SECTION 34, TOWNSHIP 28 SOUTH, RANGE 37 DG9464'EAST. DG9464' DG9464'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9464'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9464'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9464'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9464'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 0.1 MI TO THE MARK DG9464'ON THE LEFT IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN INTO THE DG9464'GROUND WITH A LOGO CAP FLUSH WITH NOTE ROD DEPTH NOT KNOWN THE GROUND DG9464'AND 0.5 FT ABOVE THE LEVEL OF BABCOCK STREET (COUNTY ROAD 507) DG9464'NORTHBOUND LANES, THE DATUM POINT IS RECESSED 0.7 FT BELOW THE LEVEL DG9464'OF THE LOGO CAP. DG9464' DG9464'LOCATED 114.6 FT NORTH OF THE SOUTH END OF THE GRASS MEDIAN, 32.5 FT DG9464'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF BABCOCK STREET, DG9464'21.1 FT WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF BABCOCK DG9464'STREET, 6.7 FT WEST OF THE WEST EDGE OF THE PAVEMENT OF THE DG9464'NORTHBOUND LANES OF BABCOCK STREET, 4.4 FT EAST OF THE EAST EDGE OF DG9464'THE PAVEMENT OF THE SOUTHBOUND LANES OF BABCOCK STREET AND 0.9 FT DG9464'SOUTH OF A CARSONITE WITNESS POST. DG9464' DG9464'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. DG9464' DG9464'NOTE A MAGNET WAS PLACED INSIDE THE LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AK4029 *********************************************************************** AK4029 CBN - This is a Cooperative Base Network Control Station. AK4029 DESIGNATION - M 171 AK4029 PID - AK4029 AK4029 STATE/COUNTY- FL/BREVARD AK4029 USGS QUAD - MELBOURNE EAST (1980) AK4029 AK4029 *CURRENT SURVEY CONTROL AK4029 ___________________________________________________________________ AK4029* NAD 83(1999)- 28 04 17.49937(N) 080 36 06.75625(W) ADJUSTED AK4029* NAVD 88 - 6.057 (meters) 19.87 (feet) ADJUSTED AK4029 ___________________________________________________________________ AK4029 X - 919,665.683 (meters) COMP AK4029 Y - -5,556,379.557 (meters) COMP AK4029 Z - 2,983,491.406 (meters) COMP AK4029 LAPLACE CORR- -0.86 (seconds) DEFLEC99 AK4029 ELLIP HEIGHT- -22.10 (meters) (05/31/01) GPS OBS AK4029 GEOID HEIGHT- -28.17 (meters) GEOID03 AK4029 DYNAMIC HT - 6.048 (meters) 19.84 (feet) COMP AK4029 MODELED GRAV- 979,175.2 (mgal) NAVD 88 AK4029 AK4029 HORZ ORDER - B AK4029 VERT ORDER - SECOND CLASS I AK4029 ELLP ORDER - FIFTH CLASS I AK4029 AK4029.The horizontal coordinates were established by GPS observations AK4029.and adjusted by the National Geodetic Survey in May 2001. AK4029 AK4029.The orthometric height was determined by differential leveling AK4029.and adjusted by the National Geodetic Survey in October 2005. AK4029.No vertical observational check was made to the station. AK4029 AK4029.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK4029 AK4029.The Laplace correction was computed from DEFLEC99 derived deflections. AK4029 AK4029.The ellipsoidal height was determined by GPS observations AK4029.and is referenced to NAD 83. AK4029 AK4029.The geoid height was determined by GEOID03. AK4029 AK4029.The dynamic height is computed by dividing the NAVD 88 AK4029.geopotential number by the normal gravity value computed on the AK4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4029.degrees latitude (g = 980.6199 gals.). AK4029 AK4029.The modeled gravity was interpolated from observed gravity values. AK4029 AK4029; North East Units Scale Factor Converg. AK4029;SPC FL E - 414,199.189 239,132.134 MT 0.99996007 +0 11 14.5 AK4029;UTM 17 - 3,105,189.847 539,118.782 MT 0.99961889 +0 11 14.5 AK4029 AK4029! - Elev Factor x Scale Factor = Combined Factor AK4029!SPC FL E - 1.00000347 x 0.99996007 = 0.99996354 AK4029!UTM 17 - 1.00000347 x 0.99961889 = 0.99962236 AK4029 AK4029 SUPERSEDED SURVEY CONTROL AK4029 AK4029 NAD 83(1990)- 28 04 17.49849(N) 080 36 06.75591(W) AD( ) B AK4029 ELLIP H (09/13/90) -22.07 (m) GP( ) 4 1 AK4029 NAVD 88 (06/15/91) 6.099 (m) 20.01 (f) UNKNOWN 1 1 AK4029 NGVD 29 (09/01/92) 6.526 (m) 21.41 (f) ADJUSTED 1 1 AK4029 AK4029.Superseded values are not recommended for survey control. AK4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4029.See file dsdata.txt to determine how the superseded data were derived. AK4029 AK4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3911905190(NAD 83) AK4029_MARKER: DB = BENCH MARK DISK AK4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4029_SP_SET: CONCRETE POST AK4029_STAMPING: M 171 1958 AK4029_MARK LOGO: CGS AK4029_PROJECTION: PROJECTING 18 CENTIMETERS AK4029_MAGNETIC: N = NO MAGNETIC MATERIAL AK4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4029+STABILITY: SURFACE MOTION AK4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK4029+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004 AK4029 AK4029 HISTORY - Date Condition Report By AK4029 HISTORY - 1958 MONUMENTED CGS AK4029 HISTORY - 1965 GOOD NGS AK4029 HISTORY - 1971 GOOD NGS AK4029 HISTORY - 1989 GOOD NGS AK4029 HISTORY - 19910208 GOOD NGS AK4029 HISTORY - 19910425 MARK NOT FOUND USPSQD AK4029 HISTORY - 19930525 GOOD GEOBAS AK4029 HISTORY - 20030503 GOOD FLDEP AK4029 HISTORY - 20040726 GOOD FL-009 AK4029 AK4029 STATION DESCRIPTION AK4029 AK4029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK4029'AT MELBOURNE. AK4029'AT MELBOURNE, ABOUT 0.5 MILE SOUTH ALONG THE FLORIDA EAST COAST AK4029'RAILWAY FROM THE STATION, IN SECTION 2, R 37 E, T 28 S, ABOUT AK4029'0.3 MILE SOUTH OF THE BRIDGE OVER CRANE CREEK, NEAR THE CROSSING AK4029'OF LINE STREET, 18.1 FEET EAST OF THE EAST RAIL OF THE EAST AK4029'TRACK, 30 FEET NORTH OF THE CENTER LINE OF LINE STREET, 34 FEET AK4029'NORTHEAST OF THE CENTER OF THE CROSSING OF LINE STREET AND THE AK4029'EAST TRACK, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL AK4029'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING AK4029'6 INCHES ABOVE THE LEVEL OF THE GROUND. NOTE-- F.E.C. RWY AK4029'STATION HAS BEEN TORN DOWN. AK4029 AK4029 STATION RECOVERY (1971) AK4029 AK4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK4029'RECOVERED IN GOOD CONDITION. AK4029 AK4029 STATION RECOVERY (1989) AK4029 AK4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AK4029'THE STATION IS LOCATED IN MELBOURNE, ABOUT 0.48 KM (0.30 MI) AK4029'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST END OF THE FLORIDA EAST COAST AK4029'RAILROAD BRIDGE OVER CRANE CREEK, IN THE NORTHEAST ANGLE OF THE AK4029'INTERSECTION OF LINE ST AND THE RAILROAD. OWNERSHIP--RAILROAD AK4029'RIGHT-OF-WAY. AK4029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (HARBOR CITY AK4029'BLVD) AND U.S. HIGHWAY 192 WEST (STRAWBRIDGE AVE) IN MELBOURNE, GO AK4029'SOUTH-SOUTHEAST FOR 0.97 KM (0.60 MI) ON HIGHWAY 1 TO A PAVED ROAD AK4029'RIGHT. TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) ON LINE ST TO THE AK4029'STATION ON RIGHT. AK4029'THE STATION PROJECTS 20 CM ABOVE GROUND. LOCATED 10.97 M (36.0 FT) AK4029'NORTH-NORTHEAST FROM THE CENTER OF THE RAILROAD CROSSING, 10.52 M AK4029'(34.5 FT) NORTH FROM THE APPROXIMATE CENTER OF LINE ST, 6.55 M AK4029'(21.5 FT) NORTHWEST FROM A UTILITY POLE WITH TWO GUY WIRES, 5.49 M AK4029'(18.0 FT) EAST FROM THE EAST RAIL OF RAILROAD, 4.27 M (14.0 FT) AK4029'NORTH-NORTHEAST FROM A RAILROAD SIGNAL AND 0.30 M (1.0 FT) SOUTH FROM AK4029'A METAL WITNESS POST. AK4029'DESCRIBED BY D.F. CALLAHAN. AK4029 AK4029 STATION RECOVERY (1991) AK4029 AK4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK4029'IN MELBOURNE, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD AK4029'AND LINE STREET, 10.7 M (35.1 FT) NORTH OF THE STREET CENTER, 6.4 M AK4029'(21.0 FT) NORTHWEST OF A UTILITY POLE WITH 3 GUY CABLES, 5.6 M AK4029'(18.4 FT) EAST OF THE NEAR RAIL, 0.3 M (1.0 FT) SOUTH OF A WITNESS AK4029'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND AK4029'SURFACE. AK4029 AK4029 STATION RECOVERY (1991) AK4029 AK4029'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK4029'MARK NOT FOUND. AK4029 AK4029 STATION RECOVERY (1993) AK4029 AK4029'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK4029'RECOVERED IN GOOD CONDITION. AK4029 AK4029 STATION RECOVERY (2003) AK4029 AK4029'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM) AK4029'RECOVERED IN GOOD CONDITION. AK4029 AK4029 STATION RECOVERY (2004) AK4029 AK4029'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV) AK4029'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004 AK4029'(SRV) AK4029' AK4029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9458 *********************************************************************** DG9458 DESIGNATION - P 578 DG9458 PID - DG9458 DG9458 STATE/COUNTY- FL/BREVARD DG9458 USGS QUAD - MELBOURNE EAST (1980) DG9458 DG9458 *CURRENT SURVEY CONTROL DG9458 ___________________________________________________________________ DG9458* NAD 83(1986)- 28 01 09. (N) 080 37 20. (W) SCALED DG9458* NAVD 88 - 7.221 (meters) 23.69 (feet) ADJUSTED DG9458 ___________________________________________________________________ DG9458 GEOID HEIGHT- -28.06 (meters) GEOID03 DG9458 DYNAMIC HT - 7.210 (meters) 23.65 (feet) COMP DG9458 MODELED GRAV- 979,171.1 (mgal) NAVD 88 DG9458 DG9458 VERT ORDER - SECOND CLASS I DG9458 DG9458.The horizontal coordinates were scaled from a topographic map and have DG9458.an estimated accuracy of +/- 6 seconds. DG9458 DG9458.The orthometric height was determined by differential leveling DG9458.and adjusted by the National Geodetic Survey in October 2005. DG9458 DG9458.The geoid height was determined by GEOID03. DG9458 DG9458.The dynamic height is computed by dividing the NAVD 88 DG9458.geopotential number by the normal gravity value computed on the DG9458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9458.degrees latitude (g = 980.6199 gals.). DG9458 DG9458.The modeled gravity was interpolated from observed gravity values. DG9458 DG9458; North East Units Estimated Accuracy DG9458;SPC FL E - 408,390. 237,150. MT (+/- 180 meters Scaled) DG9458 DG9458 SUPERSEDED SURVEY CONTROL DG9458 DG9458.No superseded survey control is available for this station. DG9458 DG9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL371993(NAD 83) DG9458_MARKER: DD = SURVEY DISK DG9458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9458_STAMPING: P 578 2003 DG9458_MARK LOGO: FLDEP DG9458_PROJECTION: FLUSH DG9458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9458+STABILITY: SURFACE MOTION DG9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9458+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9458 DG9458 HISTORY - Date Condition Report By DG9458 HISTORY - 20030516 MONUMENTED FLDEP DG9458 DG9458 STATION DESCRIPTION DG9458 DG9458'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9458'THE MARK IS ABOUT 4.0 MI SOUTH-SOUTHEAST OF MELBOURNE, 2.7 MI DG9458'SOUTHWEST OF PALM BAY, IN SECTION 28, TOWNSHIP 28 SOUTH, RANGE 37 DG9458'EAST. DG9458' DG9458'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9458'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9458'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9458'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9458'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 1.4 MI TO THE DG9458'INTERSECTION OF PORT MALABAR BOULEVARD AND THE MARK ON THE LEFT, SET DG9458'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 DG9458'FT ABOVE THE LEVEL OF BABCOCK STREET (COUNTY ROAD 507) SOUTHBOUND DG9458'LANES. DG9458' DG9458'LOCATED 81.0 FT SOUTH OF THE SOUTH CURB OF PORT MALABAR BOULEVARD, DG9458'56.3 FT NORTH OF A 24-INCH OAK TREE, 30.7 FT WEST OF THE CENTERLINE DG9458'OF THE SOUTHBOUND LANES OF BABCOCK STREET, 29.3 FT SOUTH-SOUTHEAST OF DG9458'THE SOUTHEAST CORNER OF AN INDIAN RIVER NATIONAL BANK SIGN, 15.8 FT DG9458'WEST OF THE WEST CURB OF BABCOCK STREET, 5.5 FT EAST OF THE NORTHEAST DG9458'CORNER OF A PARKING LOT FOR THE INDIAN RIVER NATIONAL BANK, 4.6 FT DG9458'WEST OF THE WEST EDGE OF THE SIDEWALK AND 1.5 FT EAST OF A CARSONITE DG9458'WITNESS POST. DG9458' DG9458'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9458'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9465 *********************************************************************** DG9465 DESIGNATION - Q 578 DG9465 PID - DG9465 DG9465 STATE/COUNTY- FL/BREVARD DG9465 USGS QUAD - MELBOURNE EAST (1980) DG9465 DG9465 *CURRENT SURVEY CONTROL DG9465 ___________________________________________________________________ DG9465* NAD 83(1986)- 28 02 06. (N) 080 37 18. (W) SCALED DG9465* NAVD 88 - 7.067 (meters) 23.19 (feet) ADJUSTED DG9465 ___________________________________________________________________ DG9465 GEOID HEIGHT- -28.09 (meters) GEOID03 DG9465 DYNAMIC HT - 7.057 (meters) 23.15 (feet) COMP DG9465 MODELED GRAV- 979,171.9 (mgal) NAVD 88 DG9465 DG9465 VERT ORDER - SECOND CLASS I DG9465 DG9465.The horizontal coordinates were scaled from a topographic map and have DG9465.an estimated accuracy of +/- 6 seconds. DG9465 DG9465.The orthometric height was determined by differential leveling DG9465.and adjusted by the National Geodetic Survey in October 2005. DG9465 DG9465.The geoid height was determined by GEOID03. DG9465 DG9465.The dynamic height is computed by dividing the NAVD 88 DG9465.geopotential number by the normal gravity value computed on the DG9465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9465.degrees latitude (g = 980.6199 gals.). DG9465 DG9465.The modeled gravity was interpolated from observed gravity values. DG9465 DG9465; North East Units Estimated Accuracy DG9465;SPC FL E - 410,150. 237,200. MT (+/- 180 meters Scaled) DG9465 DG9465 SUPERSEDED SURVEY CONTROL DG9465 DG9465.No superseded survey control is available for this station. DG9465 DG9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM371011(NAD 83) DG9465_MARKER: DD = SURVEY DISK DG9465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9465_STAMPING: Q 578 2003 DG9465_MARK LOGO: FLDEP DG9465_PROJECTION: FLUSH DG9465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9465+STABILITY: SURFACE MOTION DG9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9465+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9465 DG9465 HISTORY - Date Condition Report By DG9465 HISTORY - 20030516 MONUMENTED FLDEP DG9465 DG9465 STATION DESCRIPTION DG9465 DG9465'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9465'THE MARK IS ABOUT 3.0 MI SOUTH-SOUTHEAST OF MELBOURNE, 2.5 MI DG9465'SOUTHWEST OF PALM BAY, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 37 DG9465'EAST. DG9465' DG9465'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9465'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9465'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9465'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9465'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 2.5 MI TO THE DG9465'INTERSECTION OF PALM BAY ROAD AND THE MARK ON THE LEFT, SET IN THE DG9465'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH DG9465'BABCOCK STREET (COUNTY ROAD 507) SOUTHBOUND LANES. DG9465' DG9465'LOCATED 60.0 FT WEST OF THE WEST EDGE OF THE PAVEMENT OF BABCOCK DG9465'STREET, 30.0 FT SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF PALM BAY DG9465'ROAD, 10.6 FT EAST OF A CARSONITE WITNESS POST AND A SQUARE CONCRETE DG9465'TRAFFIC LIGHT POLE AND 7.4 FT NORTH OF THE NORTH EDGE OF THE SIDE DG9465'WALK. DG9465' DG9465'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9465'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9459 *********************************************************************** DG9459 DESIGNATION - R 578 DG9459 PID - DG9459 DG9459 STATE/COUNTY- FL/BREVARD DG9459 USGS QUAD - MELBOURNE EAST (1980) DG9459 DG9459 *CURRENT SURVEY CONTROL DG9459 ___________________________________________________________________ DG9459* NAD 83(1986)- 28 02 58. (N) 080 37 17. (W) SCALED DG9459* NAVD 88 - 6.632 (meters) 21.76 (feet) ADJUSTED DG9459 ___________________________________________________________________ DG9459 GEOID HEIGHT- -28.11 (meters) GEOID03 DG9459 DYNAMIC HT - 6.622 (meters) 21.73 (feet) COMP DG9459 MODELED GRAV- 979,172.7 (mgal) NAVD 88 DG9459 DG9459 VERT ORDER - SECOND CLASS I DG9459 DG9459.The horizontal coordinates were scaled from a topographic map and have DG9459.an estimated accuracy of +/- 6 seconds. DG9459 DG9459.The orthometric height was determined by differential leveling DG9459.and adjusted by the National Geodetic Survey in October 2005. DG9459 DG9459.The geoid height was determined by GEOID03. DG9459 DG9459.The dynamic height is computed by dividing the NAVD 88 DG9459.geopotential number by the normal gravity value computed on the DG9459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9459.degrees latitude (g = 980.6199 gals.). DG9459 DG9459.The modeled gravity was interpolated from observed gravity values. DG9459 DG9459; North East Units Estimated Accuracy DG9459;SPC FL E - 411,750. 237,220. MT (+/- 180 meters Scaled) DG9459 DG9459 SUPERSEDED SURVEY CONTROL DG9459 DG9459.No superseded survey control is available for this station. DG9459 DG9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM372027(NAD 83) DG9459_MARKER: DD = SURVEY DISK DG9459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9459_STAMPING: R 578 2003 DG9459_MARK LOGO: FLDEP DG9459_PROJECTION: RECESSED 8 CENTIMETERS DG9459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9459+STABILITY: SURFACE MOTION DG9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9459+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9459 DG9459 HISTORY - Date Condition Report By DG9459 HISTORY - 20030516 MONUMENTED FLDEP DG9459 DG9459 STATION DESCRIPTION DG9459 DG9459'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9459'THE MARK IS ABOUT 2.0 MI SOUTH-SOUTHEAST OF MELBOURNE, 2.0 MI WEST OF DG9459'PALM BAY, IN SECTION 15, TOWNSHIP 28 SOUTH, RANGE 37 EAST. DG9459' DG9459'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9459'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9459'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9459'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9459'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 3.5 MI TO THE DG9459'JUNCTION OF PIRATE LANE ON THE RIGHT AND THE MARK ON THE RIGHT, SET DG9459'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE DG9459'LEVEL OF THE GROUND AND 2.0 FT BELOW THE LEVEL OF PIRATE LANE. DG9459' DG9459'LOCATED 61.5 FT EAST OF THE EAST EDGE OF THE PAVEMENT OF BABCOCK DG9459'STREET, 43.6 FT EAST OF A SQUARE CONCRETE TRAFFIC LIGHT POLE, 20.6 FT DG9459'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF PIRATE LANE, 6.0 FT SOUTH DG9459'OF POWER POLE NUMBER 484194199 WITH 1 LIGHT AND A TRANSFORMER DG9459'ATTACHED, 4.5 FT SOUTH OF THE NORTHWEST CORNER OF A 10.0 FT TALL DG9459'CHAINLINK FENCE, 2.0 FT WEST OF A 10.0 FT TALL CHAINLINK FENCE AND DG9459'1.5 FT WEST OF A CARSONITE WITNESS POST. DG9459' DG9459'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9459'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9466 *********************************************************************** DG9466 DESIGNATION - S 578 DG9466 PID - DG9466 DG9466 STATE/COUNTY- FL/BREVARD DG9466 USGS QUAD - MELBOURNE EAST (1980) DG9466 DG9466 *CURRENT SURVEY CONTROL DG9466 ___________________________________________________________________ DG9466* NAD 83(1986)- 28 03 51. (N) 080 37 16. (W) SCALED DG9466* NAVD 88 - 4.554 (meters) 14.94 (feet) ADJUSTED DG9466 ___________________________________________________________________ DG9466 GEOID HEIGHT- -28.14 (meters) GEOID03 DG9466 DYNAMIC HT - 4.547 (meters) 14.92 (feet) COMP DG9466 MODELED GRAV- 979,173.6 (mgal) NAVD 88 DG9466 DG9466 VERT ORDER - SECOND CLASS I DG9466 DG9466.The horizontal coordinates were scaled from a topographic map and have DG9466.an estimated accuracy of +/- 6 seconds. DG9466 DG9466.The orthometric height was determined by differential leveling DG9466.and adjusted by the National Geodetic Survey in October 2005. DG9466 DG9466.The geoid height was determined by GEOID03. DG9466 DG9466.The dynamic height is computed by dividing the NAVD 88 DG9466.geopotential number by the normal gravity value computed on the DG9466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9466.degrees latitude (g = 980.6199 gals.). DG9466 DG9466.The modeled gravity was interpolated from observed gravity values. DG9466 DG9466; North East Units Estimated Accuracy DG9466;SPC FL E - 413,380. 237,240. MT (+/- 180 meters Scaled) DG9466 DG9466 SUPERSEDED SURVEY CONTROL DG9466 DG9466.No superseded survey control is available for this station. DG9466 DG9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM372043(NAD 83) DG9466_MARKER: DD = SURVEY DISK DG9466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9466_STAMPING: S 578 2003 DG9466_MARK LOGO: FLDEP DG9466_PROJECTION: RECESSED 5 CENTIMETERS DG9466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9466+STABILITY: SURFACE MOTION DG9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9466+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9466 DG9466 HISTORY - Date Condition Report By DG9466 HISTORY - 20030516 MONUMENTED FLDEP DG9466 DG9466 STATION DESCRIPTION DG9466 DG9466'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9466'THE MARK IS ABOUT 1.0 MI SOUTH-SOUTHEAST OF MELBOURNE, 2.0 MI DG9466'NORTHWEST OF PALM BAY, IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 37 DG9466'EAST. DG9466' DG9466'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9466'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9466'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9466'THE INTERSECTION OF MALABAR ROAD (COUNTY ROAD 514) AND BABCOCK STREET DG9466'(COUNTY ROAD 507), TURN LEFT ON BABCOCK STREET (COUNTY ROAD 507) AND DG9466'GO NORTH FOR 4.5 MI TO THE INTERSECTION OF UNIVERSITY BOULEVARD AND DG9466'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG9466'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT ABOUT LEVEL DG9466'WITH BABCOCK STREET (COUNTY ROAD 507) NORTHBOUND LANES. DG9466' DG9466'LOCATED 66.0 FT NORTH OF THE NORTH CURB OF UNIVERSITY BOULEVARD, 18.7 DG9466'FT NORTH OF POWER POLE NUMBER 48421420600 WITH 1 GUY WIRE ATTACHED, DG9466'15.6 FT WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FLORIDA INSTITUTE DG9466'OF TECHNOLOGY SIGN (A SUNTRUST SIGN), 15.4 FT WEST OF A 6.0 FT TALL DG9466'CHAINLINK FENCE AND A CARSONITE WITNESS POST, 10.5 FT EAST OF THE DG9466'EAST CURB OF BABCOCK STREET, 8.4 FT WEST OF THE 10.0 FT TALL CHAINLINK DG9466'FENCE AND 2.7 FT EAST OF THE EAST EDGE OF THE SIDEWALK. DG9466' DG9466'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9466'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9468 *********************************************************************** DG9468 DESIGNATION - T 578 DG9468 PID - DG9468 DG9468 STATE/COUNTY- FL/BREVARD DG9468 USGS QUAD - MELBOURNE EAST (1980) DG9468 DG9468 *CURRENT SURVEY CONTROL DG9468 ___________________________________________________________________ DG9468* NAD 83(1986)- 28 04 42. (N) 080 37 17. (W) SCALED DG9468* NAVD 88 - 6.036 (meters) 19.80 (feet) ADJUSTED DG9468 ___________________________________________________________________ DG9468 GEOID HEIGHT- -28.16 (meters) GEOID03 DG9468 DYNAMIC HT - 6.027 (meters) 19.77 (feet) COMP DG9468 MODELED GRAV- 979,174.6 (mgal) NAVD 88 DG9468 DG9468 VERT ORDER - SECOND CLASS I DG9468 DG9468.The horizontal coordinates were scaled from a topographic map and have DG9468.an estimated accuracy of +/- 6 seconds. DG9468 DG9468.The orthometric height was determined by differential leveling DG9468.and adjusted by the National Geodetic Survey in October 2005. DG9468 DG9468.The geoid height was determined by GEOID03. DG9468 DG9468.The dynamic height is computed by dividing the NAVD 88 DG9468.geopotential number by the normal gravity value computed on the DG9468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9468.degrees latitude (g = 980.6199 gals.). DG9468 DG9468.The modeled gravity was interpolated from observed gravity values. DG9468 DG9468; North East Units Estimated Accuracy DG9468;SPC FL E - 414,950. 237,210. MT (+/- 180 meters Scaled) DG9468 DG9468 SUPERSEDED SURVEY CONTROL DG9468 DG9468.No superseded survey control is available for this station. DG9468 DG9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM371059(NAD 83) DG9468_MARKER: F = FLANGE-ENCASED ROD DG9468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9468_STAMPING: T 578 2003 DG9468_MARK LOGO: NGS DG9468_PROJECTION: RECESSED 3 CENTIMETERS DG9468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9468+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9468_ROD/PIPE-DEPTH: 18.0 meters DG9468 DG9468 HISTORY - Date Condition Report By DG9468 HISTORY - 20030516 MONUMENTED FLDEP DG9468 DG9468 STATION DESCRIPTION DG9468 DG9468'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9468'THE MARK IS IN MELBOURNE, 3.0 MI NORTHWEST OF PALM BAY, IN SECTION 4, DG9468'TOWNSHIP 28 SOUTH, RANGE 37 EAST. DG9468' DG9468'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9468'(EXIT 173, OLD EXIT 70) AND COUNTY ROAD 514 (MALABAR ROAD) SOUTHWEST DG9468'OF PALM BAY, GO EAST ON COUNTY ROAD 514 (MALABAR ROAD) FOR 0.5 MI TO DG9468'THE INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9468'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 5.5 MI TO THE DG9468'INTERSECTION OF U.S. HIGHWAY 192 (NEW HAVEN AVENUE) AND THE MARK ON DG9468'THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AT A DEPTH OF DG9468'58.9 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE DG9468'GROUND AND 0.6 FT ABOVE THE LEVEL OF BABCOCK STREET (COUNTY ROAD 507) DG9468'SOUTHBOUND LANES, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL DG9468'OF THE NGS LOGO CAP. THE MARK CAN ALSO BE REACHED FROM THE DG9468'INTERSECTION OF INTERSTATE 95 (EXIT 180) AND U.S. HIGHWAY 192 (NEW DG9468'HAVEN AVENUE) WEST OF MELBOURNE, GO EAST ON U.S. HIGHWAY 192 (NEW DG9468'HAVEN AVENUE) FOR 5.1 MI TO THE INTERSECTION OF BABCOCK STREET AND THE DG9468'MARK ON THE RIGHT. DG9468' DG9468'LOCATED 135.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF HERDING DG9468'BOULEVARD, 28.3 FT SOUTH OF THE SOUTH CURB OF U.S. HIGHWAY 192 (NEW DG9468'HAVEN AVENUE), 20.0 FT EAST OF A 12-INCH PALM TREE, 18.5 FT WEST OF DG9468'THE WEST CURB OF BABCOCK STREET, 6.5 FT WEST OF THE WEST EDGE OF THE DG9468'SIDEWALK AND 3.3 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A TRAFFIC DG9468'JUNCTION BOX AND A CARSONITE WITNESS POST. DG9468' DG9468'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9468'NOTE A MAGNET WAS PLACED INSIDE THE NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9467 *********************************************************************** DG9467 DESIGNATION - U 578 DG9467 PID - DG9467 DG9467 STATE/COUNTY- FL/BREVARD DG9467 USGS QUAD - MELBOURNE EAST (1980) DG9467 DG9467 *CURRENT SURVEY CONTROL DG9467 ___________________________________________________________________ DG9467* NAD 83(1986)- 28 05 03. (N) 080 37 15. (W) SCALED DG9467* NAVD 88 - 6.070 (meters) 19.91 (feet) ADJUSTED DG9467 ___________________________________________________________________ DG9467 GEOID HEIGHT- -28.17 (meters) GEOID03 DG9467 DYNAMIC HT - 6.061 (meters) 19.89 (feet) COMP DG9467 MODELED GRAV- 979,175.1 (mgal) NAVD 88 DG9467 DG9467 VERT ORDER - SECOND CLASS I DG9467 DG9467.The horizontal coordinates were scaled from a topographic map and have DG9467.an estimated accuracy of +/- 6 seconds. DG9467 DG9467.The orthometric height was determined by differential leveling DG9467.and adjusted by the National Geodetic Survey in October 2005. DG9467.No vertical observational check was made to the station. DG9467 DG9467.The geoid height was determined by GEOID03. DG9467 DG9467.The dynamic height is computed by dividing the NAVD 88 DG9467.geopotential number by the normal gravity value computed on the DG9467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9467.degrees latitude (g = 980.6199 gals.). DG9467 DG9467.The modeled gravity was interpolated from observed gravity values. DG9467 DG9467; North East Units Estimated Accuracy DG9467;SPC FL E - 415,590. 237,260. MT (+/- 180 meters Scaled) DG9467 DG9467 SUPERSEDED SURVEY CONTROL DG9467 DG9467.No superseded survey control is available for this station. DG9467 DG9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM372065(NAD 83) DG9467_MARKER: DD = SURVEY DISK DG9467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9467_STAMPING: U 578 2003 DG9467_MARK LOGO: FLDEP DG9467_PROJECTION: FLUSH DG9467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9467+STABILITY: SURFACE MOTION DG9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9467+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9467 DG9467 HISTORY - Date Condition Report By DG9467 HISTORY - 20030516 MONUMENTED FLDEP DG9467 DG9467 STATION DESCRIPTION DG9467 DG9467'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9467'THE MARK IS IN MELBOURNE, 3.4 MI NORTHWEST OF PALM BAY, IN SECTION 3, DG9467'TOWNSHIP 28 SOUTH, RANGE 37 EAST. DG9467' DG9467'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9467'(EXIT 180) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE, DG9467'GO EAST ON U.S. HIGHWAY 192 (NEW HAVEN AVENUE) FOR 5.1 MI TO THE DG9467'INTERSECTION OF BABCOCK STREET (COUNTY ROAD 507), TURN LEFT ON DG9467'BABCOCK STREET (COUNTY ROAD 507) AND GO NORTH FOR 0.4 MI TO THE DG9467'INTERSECTION OF HIBISCUS BOULEVARD, TURN RIGHT ON HIBISCUS BOULEVARD DG9467'AND GO EAST FOR 0.05 MI TO THE MARK ON THE RIGHT IN THE GRASS MEDIAN DG9467'BETWEEN TWO BUILDING, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG9467'FLUSH WITH THE GROUND AND 0.5 FT ABOVE THE LEVEL OF HIBISCUS DG9467'BOULEVARD. DG9467' DG9467'LOCATED 120.0 FT EAST OF THE EAST EDGE OF THE PAVEMENT OF BABCOCK DG9467'STREET, 36.0 FT WEST OF THE APPROXIMATE CENTER OF THE WEST ENTRANCE DG9467'TO A BUILDING (WAS AN AUTO PARTS STORE), 25.6 FT SOUTH OF THE DG9467'CENTERLINE OF HIBISCUS BOULEVARD EASTBOUND LANES, 17.3 FT EAST OF THE DG9467'CENTERLINE OF A ROAD AROUND THE EAST SIDE OF A BUILDING (PAWN SHOP), DG9467'12.4 FT SOUTH OF THE SOUTH EDGE OF HIBISCUS BOULEVARD, 10.5 FT WEST DG9467'OF A DISCOUNT AUTO PARTS SIGN AND 2.8 FT NORTHWEST OF A BLOCK WALL DG9467'AND A CARSONITE WITNESS POST. DG9467' DG9467'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9467'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG8681 *********************************************************************** DG8681 DESIGNATION - V 578 DG8681 PID - DG8681 DG8681 STATE/COUNTY- FL/BREVARD DG8681 USGS QUAD - MELBOURNE WEST (1988) DG8681 DG8681 *CURRENT SURVEY CONTROL DG8681 ___________________________________________________________________ DG8681* NAD 83(1999)- 28 04 44.08297(N) 080 38 17.58749(W) ADJUSTED DG8681* NAVD 88 - 7.191 (meters) 23.59 (feet) ADJUSTED DG8681 ___________________________________________________________________ DG8681 X - 916,078.674 (meters) COMP DG8681 Y - -5,556,582.787 (meters) COMP DG8681 Z - 2,984,213.997 (meters) COMP DG8681 LAPLACE CORR- -0.68 (seconds) DEFLEC99 DG8681 ELLIP HEIGHT- -20.93 (meters) (12/30/04) GPS OBS DG8681 GEOID HEIGHT- -28.15 (meters) GEOID03 DG8681 DYNAMIC HT - 7.180 (meters) 23.56 (feet) COMP DG8681 MODELED GRAV- 979,173.6 (mgal) NAVD 88 DG8681 DG8681 HORZ ORDER - FIRST DG8681 VERT ORDER - SECOND CLASS I DG8681 ELLP ORDER - FOURTH CLASS I DG8681 DG8681.The horizontal coordinates were established by GPS observations DG8681.and adjusted by the CREECH ENGINEERS INC in December 2004. DG8681 DG8681.The orthometric height was determined by differential leveling DG8681.and adjusted by the National Geodetic Survey in October 2005. DG8681 DG8681.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8681 DG8681.The Laplace correction was computed from DEFLEC99 derived deflections. DG8681 DG8681.The ellipsoidal height was determined by GPS observations DG8681.and is referenced to NAD 83. DG8681 DG8681.The geoid height was determined by GEOID03. DG8681 DG8681.The dynamic height is computed by dividing the NAVD 88 DG8681.geopotential number by the normal gravity value computed on the DG8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8681.degrees latitude (g = 980.6199 gals.). DG8681 DG8681.The modeled gravity was interpolated from observed gravity values. DG8681 DG8681; North East Units Scale Factor Converg. DG8681;SPC FL E - 415,006.339 235,557.564 MT 0.99995678 +0 10 13.0 DG8681;UTM 17 - 3,105,996.722 535,545.431 MT 0.99961559 +0 10 13.0 DG8681 DG8681! - Elev Factor x Scale Factor = Combined Factor DG8681!SPC FL E - 1.00000329 x 0.99995678 = 0.99996007 DG8681!UTM 17 - 1.00000329 x 0.99961559 = 0.99961888 DG8681 DG8681 SUPERSEDED SURVEY CONTROL DG8681 DG8681.No superseded survey control is available for this station. DG8681 DG8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3554505997(NAD 83) DG8681_MARKER: DD = SURVEY DISK DG8681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8681_STAMPING: V 578 2003 DG8681_MARK LOGO: FLDEP DG8681_PROJECTION: FLUSH DG8681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8681+STABILITY: SURFACE MOTION DG8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8681+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005 DG8681 DG8681 HISTORY - Date Condition Report By DG8681 HISTORY - 20030516 MONUMENTED FLDEP DG8681 HISTORY - 20040316 GOOD FL-009 DG8681 HISTORY - 20050329 GOOD FLDEP DG8681 DG8681 STATION DESCRIPTION DG8681 DG8681'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV) DG8681'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2003 DG8681'(SRV) DG8681' DG8681'THE STATION IS LOCATED 4.0 MI (6.4 KM) WEST OF MELBOURNE AND 5.5 MI DG8681'(8.9 KM) NORTH NORTHWEST OF PALM BAY IN THE MEDIAN OF US HIGHWAY 192 DG8681'(NEW HAVEN AVE). DG8681' DG8681'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 507 (BADCOCK DG8681'STREET) AND U.S. HIGHWAY 192 (NEW HAVEN AVE), GO WEST ON NEW HAVEN DG8681'AVE 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT AT THE NORTHWEST DG8681'CORNER OF DAIRY ROAD AND NEW HAVEN AVE. DG8681' DG8681'THE STATION IS AN FLDEP 3 INCH BRASS SURVEY MARK DISK STAMPED ---V 578 DG8681'2003--- SET IN A 10 INCH ROUND CONCRETE MONUMENT, THAT IS FLUSH WITH DG8681'THE GROUND. IT IS 2 FT (0.6 M) NORTH OF A CONCRETE SIDEWALK. DG8681'REFERENCES-- DG8681' DG8681'MAG NAIL AND ---WITNESS COR. BREVARD CO.--- DISK SET IN THE NORTHWEST DG8681'FACE OF A POWER POLE ON A MAGNETIC AZIMUTH OF 32 DEGREES AT 36.3 FT. DG8681' DG8681'SOUTHWEST CORNER OF CONCRETE SLAB FOR TRAFFIC STREET LIGHT ON A DG8681'MAGNETIC AZIMUTH OF 92 DEGREES AT 9.2 FT. DG8681' DG8681'MAG NAIL AND ---WITNESS COR. BREVARD CO.--- DISK SET IN THE NORTH EDGE DG8681'OF CONCRETE SIDEWALK ON A MAGNETIC AZIMUTH OF 262 DEGREES AT 11.8 FT. DG8681 DG8681 STATION RECOVERY (2005) DG8681 DG8681'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM) DG8681'THE MARK IS IN MELBOURNE, 4.0 MI NORTHWEST OF PALM BAY, IN SECTION 5, DG8681'TOWNSHIP 28 SOUTH, RANGE 37 EAST. DG8681' DG8681'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG8681'(EXIT 181) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE, DG8681'GO EAST ON U.S. HIGHWAY 192 (NEW HAVEN AVENUE) FOR 4.1 MI TO THE DG8681'JUNCTION OF DAIRY ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN DG8681'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT DG8681'ABOVE THE LEVEL OF U.S. HIGHWAY 192 WESTBOUND LANES. DG8681' DG8681'LOCATED 24.0 FT WEST OF THE WEST CURB OF DAIRY ROAD, 8.8 FT NORTH OF DG8681'THE NORTH CURB OF U.S. HIGHWAY 192, 1.7 FT NORTH OF THE NORTH EDGE OF DG8681'THE SIDEWALK AND 1.5 FT SOUTH OF A CARSONITE WITNESS POST. DG8681' DG8681'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG8681'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AK5413 *********************************************************************** AK5413 DESIGNATION - W 229 RESET AK5413 PID - AK5413 AK5413 STATE/COUNTY- FL/BREVARD AK5413 USGS QUAD - MELBOURNE EAST (1980) AK5413 AK5413 *CURRENT SURVEY CONTROL AK5413 ___________________________________________________________________ AK5413* NAD 83(1986)- 28 05 06. (N) 080 36 29. (W) SCALED AK5413* NAVD 88 - 6.620 (meters) 21.72 (feet) ADJUSTED AK5413 ___________________________________________________________________ AK5413 GEOID HEIGHT- -28.18 (meters) GEOID03 AK5413 DYNAMIC HT - 6.610 (meters) 21.69 (feet) COMP AK5413 MODELED GRAV- 979,175.9 (mgal) NAVD 88 AK5413 AK5413 VERT ORDER - SECOND CLASS I AK5413 AK5413.The horizontal coordinates were scaled from a topographic map and have AK5413.an estimated accuracy of +/- 6 seconds. AK5413 AK5413.The orthometric height was determined by differential leveling AK5413.and adjusted by the National Geodetic Survey in October 2005. AK5413.No vertical observational check was made to the station. AK5413 AK5413.The geoid height was determined by GEOID03. AK5413 AK5413.The dynamic height is computed by dividing the NAVD 88 AK5413.geopotential number by the normal gravity value computed on the AK5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5413.degrees latitude (g = 980.6199 gals.). AK5413 AK5413.The modeled gravity was interpolated from observed gravity values. AK5413 AK5413; North East Units Estimated Accuracy AK5413;SPC FL E - 415,690. 238,520. MT (+/- 180 meters Scaled) AK5413 AK5413 SUPERSEDED SURVEY CONTROL AK5413 AK5413 NAVD 88 (05/20/94) 6.658 (m) 21.84 (f) UNKNOWN 1 2 AK5413 NGVD 29 (09/01/92) 7.085 (m) 23.24 (f) ADJUSTED 1 2 AK5413 AK5413.Superseded values are not recommended for survey control. AK5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5413.See file dsdata.txt to determine how the superseded data were derived. AK5413 AK5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM385066(NAD 83) AK5413_MARKER: DB = BENCH MARK DISK AK5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5413_SP_SET: CONCRETE POST AK5413_STAMPING: W 229 RESET 1977 AK5413_MARK LOGO: NGS AK5413_PROJECTION: FLUSH AK5413_MAGNETIC: N = NO MAGNETIC MATERIAL AK5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK5413+STABILITY: SURFACE MOTION AK5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5413+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004 AK5413 AK5413 HISTORY - Date Condition Report By AK5413 HISTORY - 1977 MONUMENTED NGS AK5413 HISTORY - 1988 GOOD USPSQD AK5413 HISTORY - 19910215 GOOD NGS AK5413 HISTORY - 19910403 GOOD USPSQD AK5413 HISTORY - 20030501 GOOD USPSQD AK5413 HISTORY - 20030503 GOOD FLDEP AK5413 HISTORY - 20040509 GOOD USPSQD AK5413 AK5413 STATION DESCRIPTION AK5413 AK5413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AK5413'IN MELBOURNE. AK5413'0.1 MILE WEST ALONG HIBISCUS BOULEVARD FROM ITS JUNCTION WITH AK5413'U.S. HIGHWAY 1 IN MELBOURNE, 43.0 FEET SOUTHWEST OF THE AK5413'SOUTHWEST RAIL OF THE RAILROAD TRACK, 30.0 FEET NORTH OF THE AK5413'CENTER OF HIBISCUS BOULVARD, 21.5 FEET EAST OF A CONCRETE POWER AK5413'POLE WITH A TRANSFORMER, 32.0 FEET EAST OF A PROJECTED CENTERLINE AK5413'OF WAVERLY PLACE, 45.5 FEET NORTHEAST OF THE CENTER OF AN IRON AK5413'MANHOLE COVER AT THE JUNCTION OF HIBISCUS BOULVARD AND WAVERLY AK5413'PLACE, 1.5 FEET EAST OF A CONCRETE DIVIDER CURB, AND 1.0 FOOT AK5413'NORTH OF A CONCRETE CURB OF HIBISCUS BOULVARD. AK5413'THE MARK IS 1.0 FT S FROM A WITNESS POST. AK5413 AK5413 STATION RECOVERY (1988) AK5413 AK5413'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK5413'RECOVERED IN GOOD CONDITION. AK5413 AK5413 STATION RECOVERY (1991) AK5413 AK5413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK5413'IN MELBOURNE, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD AK5413'AND HIBISCUS AVENUE, NEAR THE SOUTHEAST CORNER OF THE MELBOURNE AK5413'CEMETERY, 14.4 M (47.2 FT) WEST OF THE NEAR RAIL, 4.4 M (14.4 FT) AK5413'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE AK5413'AVENUE, AND 1.4 M (4.6 FT) SOUTH OF A WITNESS POST. AK5413 AK5413 STATION RECOVERY (1991) AK5413 AK5413'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK5413'RECOVERED IN GOOD CONDITION. AK5413 AK5413 STATION RECOVERY (2003) AK5413 AK5413'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AK5413'DESCRIPTION BY NGS IN 1991 NAMED HIBISUS AS AN AVENUE, IT IS A AK5413'BOULEVARD. AK5413 AK5413 STATION RECOVERY (2003) AK5413 AK5413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM) AK5413'RECOVERED IN GOOD CONDITION. AK5413 AK5413 STATION RECOVERY (2004) AK5413 AK5413'RECOVERY NOTE BY US POWER SQUADRON 2004 (ALF) AK5413'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9460 *********************************************************************** DG9460 DESIGNATION - W 578 DG9460 PID - DG9460 DG9460 STATE/COUNTY- FL/BREVARD DG9460 USGS QUAD - MELBOURNE WEST (1988) DG9460 DG9460 *CURRENT SURVEY CONTROL DG9460 ___________________________________________________________________ DG9460* NAD 83(1986)- 28 04 43. (N) 080 39 14. (W) SCALED DG9460* NAVD 88 - 9.081 (meters) 29.79 (feet) ADJUSTED DG9460 ___________________________________________________________________ DG9460 GEOID HEIGHT- -28.14 (meters) GEOID03 DG9460 DYNAMIC HT - 9.068 (meters) 29.75 (feet) COMP DG9460 MODELED GRAV- 979,172.6 (mgal) NAVD 88 DG9460 DG9460 VERT ORDER - SECOND CLASS I DG9460 DG9460.The horizontal coordinates were scaled from a topographic map and have DG9460.an estimated accuracy of +/- 6 seconds. DG9460 DG9460.The orthometric height was determined by differential leveling DG9460.and adjusted by the National Geodetic Survey in October 2005. DG9460 DG9460.The geoid height was determined by GEOID03. DG9460 DG9460.The dynamic height is computed by dividing the NAVD 88 DG9460.geopotential number by the normal gravity value computed on the DG9460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9460.degrees latitude (g = 980.6199 gals.). DG9460 DG9460.The modeled gravity was interpolated from observed gravity values. DG9460 DG9460; North East Units Estimated Accuracy DG9460;SPC FL E - 414,970. 234,020. MT (+/- 180 meters Scaled) DG9460 DG9460 SUPERSEDED SURVEY CONTROL DG9460 DG9460.No superseded survey control is available for this station. DG9460 DG9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM340059(NAD 83) DG9460_MARKER: DD = SURVEY DISK DG9460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9460_STAMPING: W 578 2003 DG9460_MARK LOGO: FLDEP DG9460_PROJECTION: RECESSED 8 CENTIMETERS DG9460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9460+STABILITY: SURFACE MOTION DG9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9460+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9460 DG9460 HISTORY - Date Condition Report By DG9460 HISTORY - 20030516 MONUMENTED FLDEP DG9460 DG9460 STATION DESCRIPTION DG9460 DG9460'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9460'THE MARK IS IN MELBOURNE, 5.0 MI NORTHWEST OF PALM BAY, IN SECTION 6, DG9460'TOWNSHIP 28 SOUTH, RANGE 37 EAST. DG9460' DG9460'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9460'(EXIT 180) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE, DG9460'GO EAST ON U.S. HIGHWAY 192 (NEW HAVEN AVENUE) FOR 3.2 MI TO THE DG9460'JUNCTION OF HOLLYWOOD BOULEVARD ON THE RIGHT AND THE MARK ON THE DG9460'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 BELOW DG9460'THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 192 EASTBOUND DG9460'LANES. DG9460' DG9460'LOCATED 23.7 FT SOUTH OF THE SOUTH EDGE OF U.S. HIGHWAY 192 EASTBOUND DG9460'LANES, 18.8 FT NORTHEAST OF THE NORTHEAST CORNER OF THE PARKING LOT DG9460'FOR COEYE OPTICAL AT 2025, 10.3 FT WEST OF THE WEST CURB OF HOLLYWOOD DG9460'BOULEVARD, 8.0 FT SOUTHEAST OF A CONCRETE TRAFFIC LIGHT POLE AND 2.0 DG9460'FT EAST OF A CARSONITE WITNESS POST. DG9460' DG9460'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9460'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9461 *********************************************************************** DG9461 DESIGNATION - X 578 DG9461 PID - DG9461 DG9461 STATE/COUNTY- FL/BREVARD DG9461 USGS QUAD - MELBOURNE WEST (1988) DG9461 DG9461 *CURRENT SURVEY CONTROL DG9461 ___________________________________________________________________ DG9461* NAD 83(1986)- 28 04 43. (N) 080 40 15. (W) SCALED DG9461* NAVD 88 - 7.749 (meters) 25.42 (feet) ADJUSTED DG9461 ___________________________________________________________________ DG9461 GEOID HEIGHT- -28.12 (meters) GEOID03 DG9461 DYNAMIC HT - 7.738 (meters) 25.39 (feet) COMP DG9461 MODELED GRAV- 979,171.4 (mgal) NAVD 88 DG9461 DG9461 VERT ORDER - SECOND CLASS I DG9461 DG9461.The horizontal coordinates were scaled from a topographic map and have DG9461.an estimated accuracy of +/- 6 seconds. DG9461 DG9461.The orthometric height was determined by differential leveling DG9461.and adjusted by the National Geodetic Survey in October 2005. DG9461 DG9461.The geoid height was determined by GEOID03. DG9461 DG9461.The dynamic height is computed by dividing the NAVD 88 DG9461.geopotential number by the normal gravity value computed on the DG9461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9461.degrees latitude (g = 980.6199 gals.). DG9461 DG9461.The modeled gravity was interpolated from observed gravity values. DG9461 DG9461; North East Units Estimated Accuracy DG9461;SPC FL E - 414,960. 232,350. MT (+/- 180 meters Scaled) DG9461 DG9461 SUPERSEDED SURVEY CONTROL DG9461 DG9461.No superseded survey control is available for this station. DG9461 DG9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM323059(NAD 83) DG9461_MARKER: DD = SURVEY DISK DG9461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9461_STAMPING: X 578 2003 DG9461_MARK LOGO: FLDEP DG9461_PROJECTION: RECESSED 3 CENTIMETERS DG9461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9461+STABILITY: SURFACE MOTION DG9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9461+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9461 DG9461 HISTORY - Date Condition Report By DG9461 HISTORY - 20030516 MONUMENTED FLDEP DG9461 DG9461 STATION DESCRIPTION DG9461 DG9461'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9461'THE MARK IS IN MELBOURNE, 5.0 MI NORTHWEST OF PALM BAY, IN SECTION 1, DG9461'TOWNSHIP 28 SOUTH, RANGE 36 EAST. DG9461' DG9461'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG9461'(EXIT 180) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE, DG9461'GO EAST ON U.S. HIGHWAY 192 (NEW HAVEN AVENUE) FOR 2.0 MI TO THE DG9461'JUNCTION OF COUNTY ROAD 509 (MINTON ROAD) ON THE RIGHT AND THE MARK DG9461'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 DG9461'FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT ABOVE THE LEVEL OF U.S. DG9461'HIGHWAY 192 EASTBOUND LANES. DG9461' DG9461'LOCATED 42.0 FT EAST OF THE EAST EDGE OF COUNTY ROAD 509 (MINTON DG9461'ROAD), 33.0 FT SOUTH OF THE SOUTH EDGE OF U.S. HIGHWAY 192 (NEW HAVEN DG9461'AVENUE), 32.0 FT WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A PARKING DG9461'LOT, 19.3 FT SOUTHEAST OF A ROUND TRAFFIC LIGHT POLE, 7.0 FT DG9461'SOUTHWEST OF A CARSONITE WITNESS POST AND 3.5 FT SOUTHWEST OF THE DG9461'SOUTHWEST CORNER OF A TRAFFIC JUNCTION BOX. DG9461' DG9461'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG9461'MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG9462 *********************************************************************** DG9462 DESIGNATION - Y 578 DG9462 PID - DG9462 DG9462 STATE/COUNTY- FL/BREVARD DG9462 USGS QUAD - MELBOURNE WEST (1988) DG9462 DG9462 *CURRENT SURVEY CONTROL DG9462 ___________________________________________________________________ DG9462* NAD 83(1986)- 28 04 43. (N) 080 41 09. (W) SCALED DG9462* NAVD 88 - 7.081 (meters) 23.23 (feet) ADJUSTED DG9462 ___________________________________________________________________ DG9462 GEOID HEIGHT- -28.11 (meters) GEOID03 DG9462 DYNAMIC HT - 7.071 (meters) 23.20 (feet) COMP DG9462 MODELED GRAV- 979,170.2 (mgal) NAVD 88 DG9462 DG9462 VERT ORDER - SECOND CLASS I DG9462 DG9462.The horizontal coordinates were scaled from a topographic map and have DG9462.an estimated accuracy of +/- 6 seconds. DG9462 DG9462.The orthometric height was determined by differential leveling DG9462.and adjusted by the National Geodetic Survey in October 2005. DG9462 DG9462.The geoid height was determined by GEOID03. DG9462 DG9462.The dynamic height is computed by dividing the NAVD 88 DG9462.geopotential number by the normal gravity value computed on the DG9462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9462.degrees latitude (g = 980.6199 gals.). DG9462 DG9462.The modeled gravity was interpolated from observed gravity values. DG9462 DG9462; North East Units Estimated Accuracy DG9462;SPC FL E - 414,960. 230,880. MT (+/- 180 meters Scaled) DG9462 DG9462 SUPERSEDED SURVEY CONTROL DG9462 DG9462.No superseded survey control is available for this station. DG9462 DG9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM308059(NAD 83) DG9462_MARKER: F = FLANGE-ENCASED ROD DG9462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9462_STAMPING: Y 578 2003 DG9462_MARK LOGO: NGS DG9462_PROJECTION: FLUSH DG9462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9462+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003 DG9462_ROD/PIPE-DEPTH: 18.1 meters DG9462 DG9462 HISTORY - Date Condition Report By DG9462 HISTORY - 20030516 MONUMENTED FLDEP DG9462 DG9462 STATION DESCRIPTION DG9462 DG9462'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9462'THE MARK IS IN MELBOURNE, 3.0 MI NORTHWEST OF PALM BAY, IN SECTION 1, DG9462'TOWNSHIP 28 SOUTH, RANGE 36 EAST. DG9462' DG9462'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 (EXIT 180) DG9462'AND U.S. HIGHWAY 192 WEST OF MELBOURNE, GO EAST ON U.S. HIGHWAY 192 DG9462'(NEW HAVEN AVENUE) FOR 2.0 MI TO THE JUNCTION OF WOOD STREET ON THE DG9462'RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO DG9462'REFUSAL AT A DEPTH OF 59.4 FT WITH A NGS LOGO CAP FLUSH WITH THE DG9462'GROUND AND LEVEL WITH U.S. HIGHWAY 192 EASTBOUND LANES, THE DATUM DG9462'POINT IS RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9462' DG9462'LOCATED 35.5 FT EAST OF THE CENTERLINE OF WOOD STREET, 32.8 FT SOUTH DG9462'OF THE CENTERLINE OF NEW HAVEN AVENUE EASTBOUND LANES, 8.5 FT SOUTH DG9462'OF THE SOUTH EDGE OF THE SIDEWALK, 7.0 FT EAST OF A 12-INCH PALM TREE DG9462'AND 1.0 FT NORTH OF A CARSONITE WITNESS POST. DG9462' DG9462'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9462'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG8680 *********************************************************************** DG8680 DESIGNATION - Z 578 DG8680 PID - DG8680 DG8680 STATE/COUNTY- FL/BREVARD DG8680 USGS QUAD - MELBOURNE WEST (1988) DG8680 DG8680 *CURRENT SURVEY CONTROL DG8680 ___________________________________________________________________ DG8680* NAD 83(1999)- 28 04 44.02455(N) 080 42 01.63939(W) ADJUSTED DG8680* NAVD 88 - 7.005 (meters) 22.98 (feet) ADJUSTED DG8680 ___________________________________________________________________ DG8680 X - 910,042.498 (meters) COMP DG8680 Y - -5,557,575.281 (meters) COMP DG8680 Z - 2,984,212.335 (meters) COMP DG8680 LAPLACE CORR- -0.50 (seconds) DEFLEC99 DG8680 ELLIP HEIGHT- -21.09 (meters) (12/30/04) GPS OBS DG8680 GEOID HEIGHT- -28.11 (meters) GEOID03 DG8680 DYNAMIC HT - 6.995 (meters) 22.95 (feet) COMP DG8680 MODELED GRAV- 979,169.1 (mgal) NAVD 88 DG8680 DG8680 HORZ ORDER - FIRST DG8680 VERT ORDER - SECOND CLASS I DG8680 ELLP ORDER - FOURTH CLASS I DG8680 DG8680.The horizontal coordinates were established by GPS observations DG8680.and adjusted by the CREECH ENGINEERS INC in December 2004. DG8680 DG8680.The orthometric height was determined by differential leveling DG8680.and adjusted by the National Geodetic Survey in October 2005. DG8680 DG8680.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8680 DG8680.The Laplace correction was computed from DEFLEC99 derived deflections. DG8680 DG8680.The ellipsoidal height was determined by GPS observations DG8680.and is referenced to NAD 83. DG8680 DG8680.The geoid height was determined by GEOID03. DG8680 DG8680.The dynamic height is computed by dividing the NAVD 88 DG8680.geopotential number by the normal gravity value computed on the DG8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8680.degrees latitude (g = 980.6199 gals.). DG8680 DG8680.The modeled gravity was interpolated from observed gravity values. DG8680 DG8680; North East Units Scale Factor Converg. DG8680;SPC FL E - 414,987.924 229,440.624 MT 0.99995187 +0 08 27.6 DG8680;UTM 17 - 3,105,978.314 529,430.579 MT 0.99961069 +0 08 27.6 DG8680 DG8680! - Elev Factor x Scale Factor = Combined Factor DG8680!SPC FL E - 1.00000331 x 0.99995187 = 0.99995518 DG8680!UTM 17 - 1.00000331 x 0.99961069 = 0.99961400 DG8680 DG8680 SUPERSEDED SURVEY CONTROL DG8680 DG8680.No superseded survey control is available for this station. DG8680 DG8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2943105978(NAD 83) DG8680_MARKER: DD = SURVEY DISK DG8680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8680_STAMPING: Z 578 2003 DG8680_MARK LOGO: FLDEP DG8680_PROJECTION: FLUSH DG8680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8680+STABILITY: SURFACE MOTION DG8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8680+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005 DG8680 DG8680 HISTORY - Date Condition Report By DG8680 HISTORY - 20030516 MONUMENTED FLDEP DG8680 HISTORY - 20040316 GOOD FL-009 DG8680 HISTORY - 20050329 GOOD FLDEP DG8680 DG8680 STATION DESCRIPTION DG8680 DG8680'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV) DG8680'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2003 DG8680'(SRV) DG8680' DG8680'THE STATION IS LOCATED 4.0 MI (6.4 KM) WEST OF MELBOURNE AND 5.5 MI DG8680'(8.9 KM) NORTH NORTHWEST OF PALM BAY IN THE MEDIAN OF US HIGHWAY 192 DG8680'(NEW HAVEN AVE). DG8680' DG8680'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 (STATE DG8680'ROAD 9) AND U.S. HIGHWAY 192 (NEW HAVEN AVE), GO EAST ON NEW HAVEN DG8680'AVE 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT IN THE MEDIAN. DG8680' DG8680'THE STATION IS AN FLDEP 3 INCH BRASS SURVEY MARK DISK STAMPED ---Z 578 DG8680'2003--- SET IN A 10 INCH ROUND CONCRETE MONUMENT, THAT IS FLUSH WITH DG8680'THE GROUND. IT IS 14 FT (4.3 M) SOUTH OF THE EDGE OF PAVEMENT OF THE DG8680'WESTBOUND LANES OF NEW HAVEN AVE, 13 FT (4.0 M) NORTH OF THE EDGE OF DG8680'PAVEMENT OF THE EASTBOUND LANES OF NEW HAVEN AVE AND +/- 60 FT (18.3 DG8680'M) WEST OF THE CENTERLINE OF JOHN RHODES BLVD. CARSONITE WITNESS POST DG8680'IS 3.0 FT (0.9 M) EAST OF STATION. DG8680'REFERENCES-- DG8680' DG8680'MAG NAIL AND ---BREVARD COUNTY--- DISK SET IN THE NORTH EDGE OF DG8680'PAVEMENT OF THE WESTBOUND LANES OF NEW HAVEN AVE ON A MAGNETIC DG8680'AZIMUTH OF 10 DEGREES AT 42.5 FT. DG8680' DG8680'CENTER OF MANHOLE COVER IN THE CENTER OF PAVEMENT OF THE WESTBOUND DG8680'LANES OF NEW HAVEN AVE ON A MAGNETIC AZIMUTH OF 70 DEGREES AT 44 FT. DG8680' DG8680'MAG NAIL AND ---BREVARD COUNTY--- DISK SET IN THE NORTH EDGE OF DG8680'PAVEMENT OF THE LEFT TURN LANE FOR JOHN RHODES BLVD. FROM NEW HAVEN DG8680'AVE ON A MAGNETIC AZIMUTH OF 250 DEGREES AT 52.3 FT. DG8680 DG8680 STATION RECOVERY (2005) DG8680 DG8680'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM) DG8680'THE MARK IS IN MELBOURNE, 5.0 MI NORTHWEST OF PALM BAY, IN SECTION 2, DG8680'TOWNSHIP 28 SOUTH, RANGE 36 EAST. DG8680' DG8680'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS DG8680'(EXIT 180) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE, DG8680'GO EAST ON U.S. HIGHWAY 192 (NEW HAVEN AVENUE) FOR 0.35 MI TO THE DG8680'JUNCTION OF JOHN RODES BOULEVARD (COUNTY ROAD 511) ON THE LEFT AND DG8680'THE MARK ON THE LEFT IN THE MEDIAN OF U.S. HIGHWAY 192, SET IN THE TOP DG8680'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT ABOVE DG8680'THE LEVEL OF U.S. HIGHWAY 192 EASTBOUND LANES. DG8680' DG8680'LOCATED 41.5 FT WEST OF THE EAST END OF THE GRASS MEDIAN, 27.5 FT DG8680'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF NEW HAVEN AVENUE, DG8680'13.7 FT NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE EASTBOUND DG8680'LANES OF NEW HAVEN AVENUE AND 1.7 FT WEST OF A CARSONITE WITNESS DG8680'POST. DG8680' DG8680'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE DG8680'MONUMENT.