DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.10 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 HZ0216 *********************************************************************** HZ0216 CBN - This is a Cooperative Base Network Control Station. HZ0216 DESIGNATION - I64 T 69 HZ0216 PID - HZ0216 HZ0216 STATE/COUNTY- KY/CLARK HZ0216 USGS QUAD - AUSTERLITZ (1965) HZ0216 HZ0216 *CURRENT SURVEY CONTROL HZ0216 ___________________________________________________________________ HZ0216* NAD 83(1993)- 38 01 25.82596(N) 084 07 40.48912(W) ADJUSTED HZ0216* NAVD 88 - 318.622 (meters) 1045.35 (feet) ADJUSTED HZ0216 ___________________________________________________________________ HZ0216 X - 514,713.675 (meters) COMP HZ0216 Y - -5,004,625.806 (meters) COMP HZ0216 Z - 3,907,704.819 (meters) COMP HZ0216 LAPLACE CORR- 1.27 (seconds) DEFLEC99 HZ0216 ELLIP HEIGHT- 285.62 (meters) (11/03/04) GPS OBS HZ0216 GEOID HEIGHT- -32.98 (meters) GEOID03 HZ0216 DYNAMIC HT - 318.385 (meters) 1044.57 (feet) COMP HZ0216 MODELED GRAV- 979,879.2 (mgal) NAVD 88 HZ0216 HZ0216 HORZ ORDER - B HZ0216 VERT ORDER - SECOND CLASS 0 HZ0216 ELLP ORDER - THIRD CLASS I HZ0216 HZ0216.The horizontal coordinates were established by GPS observations HZ0216.and adjusted by the National Geodetic Survey in September 1994. HZ0216 HZ0216.The orthometric height was determined by differential leveling HZ0216.and adjusted by the National Geodetic Survey in June 1991. HZ0216 HZ0216.The X, Y, and Z were computed from the position and the ellipsoidal ht. HZ0216 HZ0216.The Laplace correction was computed from DEFLEC99 derived deflections. HZ0216 HZ0216.The ellipsoidal height was determined by GPS observations HZ0216.and is referenced to NAD 83. HZ0216 HZ0216.The geoid height was determined by GEOID03. HZ0216 HZ0216.The dynamic height is computed by dividing the NAVD 88 HZ0216.geopotential number by the normal gravity value computed on the HZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HZ0216.degrees latitude (g = 980.6199 gals.). HZ0216 HZ0216.The modeled gravity was interpolated from observed gravity values. HZ0216 HZ0216; North East Units Scale Factor Converg. HZ0216;SPC KY1Z - 1,188,854.553 1,642,405.461 MT 0.99990824 +0 59 45.2 HZ0216;SPC KY1Z - 3,900,433.65 5,388,458.58 sFT 0.99990824 +0 59 45.2 HZ0216;SPC KY N - 58,151.571 510,719.582 MT 0.99999184 +0 04 33.4 HZ0216;SPC KY N - 190,785.61 1,675,585.83 sFT 0.99999184 +0 04 33.4 HZ0216;UTM 16 - 4,212,354.273 752,105.551 MT 1.00038286 +1 46 12.4 HZ0216 HZ0216! - Elev Factor x Scale Factor = Combined Factor HZ0216!SPC KY1Z - 0.99995518 x 0.99990824 = 0.99986343 HZ0216!SPC KY N - 0.99995518 x 0.99999184 = 0.99994702 HZ0216!UTM 16 - 0.99995518 x 1.00038286 = 1.00033803 HZ0216 HZ0216: Primary Azimuth Mark Grid Az HZ0216:SPC KY1Z - I64 T 69 AZ MK 077 34 48.1 HZ0216:SPC KY N - I64 T 69 AZ MK 078 29 59.9 HZ0216:UTM 16 - I64 T 69 AZ MK 076 48 20.9 HZ0216 HZ0216|---------------------------------------------------------------------| HZ0216| PID Reference Object Distance Geod. Az | HZ0216| dddmmss.s | HZ0216| HZ0217 I64 T 69 RM 1 16.494 METERS 05540 | HZ0216| HZ0218 I64 T 69 AZ MK 0783433.3 | HZ0216| HZ0215 I64 T 69 RM 2 11.208 METERS 29338 | HZ0216|---------------------------------------------------------------------| HZ0216 HZ0216 SUPERSEDED SURVEY CONTROL HZ0216 HZ0216 ELLIP H (09/07/94) 285.62 (m) GP( ) 4 1 HZ0216 NAD 83(1986)- 38 01 25.83303(N) 084 07 40.49673(W) AD( ) 2 HZ0216 NAD 27 - 38 01 25.54200(N) 084 07 40.74760(W) AD( ) 2 HZ0216 NAVD 88 (11/03/04) 318.62 (m) 1045.3 (f) LEVELING 3 HZ0216 NGVD 29 (??/??/92) 318.776 (m) 1045.85 (f) ADJ UNCH 2 0 HZ0216 HZ0216.Superseded values are not recommended for survey control. HZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ0216.See file dsdata.txt to determine how the superseded data were derived. HZ0216 HZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5210612354(NAD 83) HZ0216_MARKER: DD = SURVEY DISK HZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HZ0216_STAMPING: I-64 T-69 1963 HZ0216_MARK LOGO: PAS HZ0216_MAGNETIC: N = NO MAGNETIC MATERIAL HZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HZ0216+STABILITY: SURFACE MOTION HZ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HZ0216+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002 HZ0216 HZ0216 HISTORY - Date Condition Report By HZ0216 HISTORY - 1963 MONUMENTED PAS HZ0216 HISTORY - 1963 GOOD PAS HZ0216 HISTORY - 19930929 GOOD NGS HZ0216 HISTORY - 20011005 GOOD KYDT HZ0216 HISTORY - 20021116 GOOD WOOLPT HZ0216 HZ0216 STATION DESCRIPTION HZ0216 HZ0216'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1963 (EB) HZ0216'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF WINCHESTER, AT THE HZ0216'NORTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY NO.64. HZ0216' HZ0216'TO REACH THE STATION FROM THE BRIDGE AT THE U.S. HIGHWAY NO.64. HZ0216'INTERSTATE HIGHWAY NO.64 INTERCHANGE ON THE NORTH SIDE OF WINCHESTER, HZ0216'GO EAST ON INTERSTATE HIGHWAY 64 FOR 2.6 MILES TO STATION ON LEFT. HZ0216' HZ0216'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON INTERSTATE HZ0216'64 FOR 0.4 MILE TO OVERPASS AND MARK ON LEFT. HZ0216' HZ0216'STATION MARK IS LOCATED 85-1/2 FEET NORTH OF THE CENTERLINE OF WEST HZ0216'BOUND LANE, 22-1/2 FEET SOUTH OF NORTH RIGHT OF WAY FENCE AND 22.2 HZ0216'FEET SOUTH OF METAL WITNESS POST AND SIGN. THE MARK IS FLUSH AND THE HZ0216'DISK IS STAMPED I 64 T69 1963. HZ0216' HZ0216'REFERENCE MARK NO.1 IS NORTHEAST OF STATION, 106-1/2 FEET NORTH OF HZ0216'THE CENTERLINE OF WEST BOUND LANE AND 1.7 FEET SOUTHEAST OF NORTH HZ0216'RIGHT OF WAY FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED I64 HZ0216'T69 NO.1 1963. HZ0216' HZ0216'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 106 FEET NORTH OF THE HZ0216'CENTERLINE OF WEST BOUND LANE AND 1.4 FEET SOUTH OF NORTH RIGHT OF HZ0216'WAY FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED I64 T69 NO.2 HZ0216'1963. HZ0216' HZ0216'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION, 105 FEET NORTH OF THE HZ0216'CENTERLINE OF WEST BOUND LANE, 71-1/2 FEET WEST OF THE NORTHWEST HZ0216'CORNER OF OVERPASS, 12 FEET NORTHWEST OF THE NORTHWEST END OF METAL HZ0216'GATE, 2.4 FEET SOUTH OF NORTH RIGHT OF WAY FENCE AND 2.0 FEET WEST HZ0216'OF METAL WITNESS POST AND SIGN. THE MARK IS FLUSH AND THE DISK IS HZ0216'STAMPED I64 T69 1963. HZ0216' HZ0216'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE KENTUCKY HZ0216'DEPARTMENT OF HIGHWAYS SURVEY TABLETS SET IN CONCRETE AS DESCRIBED. HZ0216' HZ0216'HEIGHT OF LIGHT ABOVE STATION 1.56 METERS. HZ0216 HZ0216 STATION RECOVERY (1963) HZ0216 HZ0216'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963 HZ0216'2.6 MI E FROM WINCHESTER. HZ0216'ABOUT 2.6 MILES EAST ALONG INTERSTATE HIGHWAY NO. 64 FROM THE HZ0216'BRIDGE AT THE U.S. HIGHWAY NO. 227 INTERCHANGE ON THE NORTH SIDE HZ0216'OF WINCHESTER, 85 1/2 FEET NORTH OF THE CENTERLINE OF WEST BOUND HZ0216'LANE, 22 1/2 FEET SOUTH OF NORTH R/W FENCE AND 22.2 FEET SOUTH OF HZ0216'METAL WITNESS POST AND SIGN. A KENTUCKY DEPARTMENT OF HIGHWAYS HZ0216'SURVEY DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND AND HZ0216'STAMPED I-64 T-69 1963. HZ0216 HZ0216 STATION RECOVERY (1993) HZ0216 HZ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 HZ0216'THE STATION IS LOCATED ABOUT 22.0 KM (13.65 MI) WEST OF MT STERLING, HZ0216'5.0 KM (3.10 MI) NORTHEAST OF WINCHESTER NEAR THE NORTH RIGHT-OF-WAY HZ0216'FENCE OF INTERSTSTE 64. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. HZ0216'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 64 AND STATE HZ0216'ROUTE 627 (EXIT 96) JUST NORTH OF WINCHESTER, GO EAST 2.7 MI HZ0216'(4.3 KM) ON INTERSTATE 64 TO A PAVED CROSSOVER IN THE MEDIAN OF THE HZ0216'INTERSTATE AT THE WEST END OF A CUT AND THE STATION ON THE LEFT ON HZ0216'TOP OF THE CUT AND ABOUT 100 METERS (328.1 FT) NORTHEAST OF THE HZ0216'CROSSOVER. HZ0216'LOCATED 16.5 M (54.1 FT) WEST-NORTHWEST OF A FENCE CORNER, 10.0 M HZ0216'(32.8 FT) NORTH OF THE EDGE OF BLUFF, 6.8 M (22.3 FT) SOUTH OF A HZ0216'WITNESS POST AND ABOUT 8.0 M (26.2 FT) ABOVE THE ROAD. HZ0216 HZ0216 STATION RECOVERY (2001) HZ0216 HZ0216'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (LN) HZ0216'RECOVERED IN GOOD CONDITION. HZ0216 HZ0216 STATION RECOVERY (2002) HZ0216 HZ0216'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) HZ0216'RECOVERED AS DESCRIBED WITH THESE ADDITIONS... HZ0216' HZ0216'STATION IS 22.2 M WSW OF LONE PINE TREE, 7.5 M S OF R/W FENCE. *** retrieval complete. 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