1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JV7216 *********************************************************************** JV7216 DESIGNATION - GREEN JV7216 PID - JV7216 JV7216 STATE/COUNTY- MD/FREDERICK JV7216 USGS QUAD - URBANA (1986) JV7216 JV7216 *CURRENT SURVEY CONTROL JV7216 ___________________________________________________________________ JV7216* NAD 83(1991)- 39 19 15.28618(N) 077 18 17.62667(W) ADJUSTED JV7216* NAVD 88 - 169.8 (meters) 557. (feet) GPS OBS JV7216 ___________________________________________________________________ JV7216 X - 1,085,833.987 (meters) COMP JV7216 Y - -4,820,145.981 (meters) COMP JV7216 Z - 4,020,028.886 (meters) COMP JV7216 LAPLACE CORR- 5.90 (seconds) DEFLEC99 JV7216 ELLIP HEIGHT- 137.62 (meters) GPS OBS JV7216 GEOID HEIGHT- -32.17 (meters) GEOID99 JV7216 JV7216 HORZ ORDER - FIRST JV7216 ELLP ORDER - FOURTH CLASS II JV7216 JV7216.The horizontal coordinates were established by GPS observations JV7216.and adjusted by the National Geodetic Survey in February 1994. JV7216 JV7216.The orthometric height was determined by GPS observations and a JV7216.high-resolution geoid model. JV7216 JV7216.The X, Y, and Z were computed from the position and the ellipsoidal ht. JV7216 JV7216.The Laplace correction was computed from DEFLEC99 derived deflections. JV7216 JV7216.The ellipsoidal height was determined by GPS observations JV7216.and is referenced to NAD 83. JV7216 JV7216.The geoid height was determined by GEOID99. JV7216 JV7216; North East Units Scale Converg. JV7216;SPC MD - 183,676.088 373,708.230 MT 0.99997997 -0 11 28.9 JV7216;SPC MD - 602,610.63 1,226,074.42 sFT 0.99997997 -0 11 28.9 JV7216;UTM 18 - 4,354,922.782 301,309.020 MT 1.00008610 -1 27 39.6 JV7216 JV7216 SUPERSEDED SURVEY CONTROL JV7216 JV7216 ELLIP HT - 137.56 (m) GP( ) 4 1 JV7216 JV7216.Superseded values are not recommended for survey control. JV7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV7216.See file dsdata.txt to determine how the superseded data were derived. JV7216 JV7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0130954923(NAD 83) JV7216_MARKER: DD = SURVEY DISK JV7216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV7216_STAMPING: GREEN 1993 JV7216_MARK LOGO: MD-021 JV7216_MAGNETIC: N = NO MAGNETIC MATERIAL JV7216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV7216+STABILITY: SURFACE MOTION JV7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JV7216+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 JV7216 JV7216 HISTORY - Date Condition Report By JV7216 HISTORY - 1993 MONUMENTED GREOMA JV7216 HISTORY - 20021105 GOOD POWELL JV7216 JV7216 STATION DESCRIPTION JV7216 JV7216'DESCRIBED BY GREENHORNE-OMARA 1993 JV7216'FROM FREDERICK, MD, GO SOUTH ON I-270 TO THE MD RTE 80 EXIT. GO EAST JV7216'ON MD RTE 80 3.0 MILES (4.8 KM) TO THE INTERSECTION OF PRICES JV7216'DISTILLERY ROAD. TURN RIGHT AND PROCEED 1.8 MILES (2.9 KM) TO TOP OF JV7216'HILL AND STATION ON RIGHT. STATION IS 15 FEET (4.6 M) NORTHWEST OF JV7216'CENTERLINE OF PRICES DISTILLERY ROAD, 10 FEET (3.0 M) NORTH OF A JV7216'FENCE POST AND 30 FEET (9.1 M) NORTH OF THE CENTERLINE OF A TRUCK JV7216'PATH. STATION IS A BRASS DISK SET IN THE TOP OF AN 8 INCH ROUND JV7216'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. JV7216 JV7216 STATION RECOVERY (2002) JV7216 JV7216'RECOVERY NOTE BY N A POWELL AND ASSOCIATES 2002 (BAP) JV7216'NO WITNESS POST 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JV2251 *********************************************************************** JV2251 DESIGNATION - HOPE JV2251 PID - JV2251 JV2251 STATE/COUNTY- MD/FREDERICK JV2251 USGS QUAD - BUCKEYSTOWN (1984) JV2251 JV2251 *CURRENT SURVEY CONTROL JV2251 ___________________________________________________________________ JV2251* NAD 83(1991)- 39 20 47.24156(N) 077 23 22.44537(W) ADJUSTED JV2251* NAVD 88 - 142.941 (meters) 468.97 (feet) ADJUSTED JV2251 ___________________________________________________________________ JV2251 LAPLACE CORR- 6.01 (seconds) DEFLEC99 JV2251 GEOID HEIGHT- -32.49 (meters) GEOID99 JV2251 DYNAMIC HT - 142.863 (meters) 468.71 (feet) COMP JV2251 MODELED GRAV- 980,084.2 (mgal) NAVD 88 JV2251 JV2251 HORZ ORDER - SECOND JV2251 VERT ORDER - SECOND CLASS 0 JV2251 JV2251.The horizontal coordinates were established by classical geodetic methods JV2251.and adjusted by the National Geodetic Survey in January 1992. JV2251 JV2251.The orthometric height was determined by differential leveling JV2251.and adjusted by the National Geodetic Survey in June 1991. JV2251 JV2251.The Laplace correction was computed from DEFLEC99 derived deflections. JV2251 JV2251.The geoid height was determined by GEOID99. JV2251 JV2251.The dynamic height is computed by dividing the NAVD 88 JV2251.geopotential number by the normal gravity value computed on the JV2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JV2251.degrees latitude (g = 980.6199 gals.). JV2251 JV2251.The modeled gravity was interpolated from observed gravity values. JV2251 JV2251; North East Units Scale Converg. JV2251;SPC MD - 186,539.632 366,418.960 MT 0.99998353 -0 14 40.2 JV2251;SPC MD - 612,005.44 1,202,159.54 sFT 0.99998353 -0 14 40.2 JV2251;UTM 18 - 4,357,947.593 294,084.142 MT 1.00012209 -1 30 55.9 JV2251 JV2251: Primary Azimuth Mark Grid Az JV2251:SPC MD - REELS 335 08 06.1 JV2251:UTM 18 - REELS 336 24 21.8 JV2251 JV2251|---------------------------------------------------------------------| JV2251| PID Reference Object Distance Geod. Az | JV2251| dddmmss.s | JV2251| JV2252 HOPE RM 1 11.972 METERS 13704 | JV2251| JV2250 HOPE RM 2 10.133 METERS 32524 | JV2251| JV2247 REELS APPROX. 1.9 KM 3345325.9 | JV2251|---------------------------------------------------------------------| JV2251 JV2251 SUPERSEDED SURVEY CONTROL JV2251 JV2251 NAD 83(1986)- 39 20 47.24152(N) 077 23 22.45590(W) AD( ) 2 JV2251 NAD 27 - 39 20 46.86865(N) 077 23 23.50123(W) AD( ) 2 JV2251 NGVD 29 - 143.154 (m) 469.66 (f) ADJUSTED 2 0 JV2251 JV2251.Superseded values are not recommended for survey control. JV2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV2251.See file dsdata.txt to determine how the superseded data were derived. JV2251 JV2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9408457948(NAD 83) JV2251_MARKER: DS = TRIANGULATION STATION DISK JV2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV2251_STAMPING: HOPE 1958 JV2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV2251+STABILITY: SURFACE MOTION JV2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JV2251+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 JV2251 JV2251 HISTORY - Date Condition Report By JV2251 HISTORY - 1958 MONUMENTED CGS JV2251 HISTORY - 1958 GOOD CGS JV2251 HISTORY - 20021105 GOOD POWELL JV2251 JV2251 STATION DESCRIPTION JV2251 JV2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE) JV2251'THE STATION IS LOCATED ON A CUTBANK ON SOUTHWEST SIDE OF JV2251'U.S. HIGHWAY 240, ABOUT 5.0 MILES SOUTHEAST OF CENTER OF JV2251'FREDERICK, 2.5 MILES NORTHWEST OF URBANA AND 1.3 MILES SOUTHEAST JV2251'OF THE MONCOACY RIVER. IT IS 59 FEET SOUTH OF THE CENTER OF THE JV2251'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 240. THE MARK IS SET FLUSH JV2251'AND THE DISK IS STAMPED HOPE 1958. JV2251' JV2251'R.M. NO. 1 IS 55 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST JV2251'BOUND LANE OF U.S. HIGHWAY 240. THE MARK IS SET FLUSH AND THE JV2251'DISK IT STAMPED HOPE NO 1 1958. JV2251' JV2251'R.M. NO. 2 IS 57 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST JV2251'BOUND LANE OF U.S. HIGHWAY 240 AND 3 FEET NORTHEAST OF FENCE JV2251'LINE. THE MARK IS SET FLUSH AND THE DISK IS STAMPED HOPE NO 2 JV2251'1958. JV2251' JV2251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 240 JV2251'AND STATE HIGHWAY 80, ABOUT 0.4 MILE SOUTHWEST OF URBANA. GO JV2251'NORTHWEST ON U.S. HIGHWAY 240 FOR 1.3 MILES TO BRIDGE OVER JV2251'HIGHWAY, CONTINUE NORTHWEST ON U.S. HIGHWAY 240 FOR 1.0 MILE TO JV2251'THE STATION ON LEFT AS DESCRIBED. JV2251' JV2251'NO AZIMUTH MARK WAS ESTABLISHED. JV2251' JV2251'STATION REELS IS VISIBLE FROM GROUND AND COULD BE USED AS AZIMUTH. JV2251 JV2251 STATION RECOVERY (1958) JV2251 JV2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 JV2251'5.3 MI SE FROM FREDERICK. JV2251'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 340 FROM THE INTERSECTION JV2251'OF U.S. HIGHWAY 40 (CITY ROUTE) AT FREDERICK, THENCE 4.7 MILES JV2251'SOUTHEAST ALONG U.S. HIGHWAY 240, ON THE TOP OF A CUT BANK, ABOUT JV2251'1.4 MILES SOUTHEAST OF THE LARGE BRIDGE OVER THE MONOCACY RIVER, JV2251'ABOUT 80 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND JV2251'LANE, 19 FEET NORTH OF A 12-INCH PERSIMMON TREE, 5 FEET SOUTHWEST JV2251'OF THE TOP OF CUT, 1 FOOT NORTHEAST OF A METAL WITNESS POST, JV2251'ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP JV2251'OF A CONCRETE POST FLUSH WITH THE GROUND. JV2251 JV2251 STATION RECOVERY (2002) JV2251 JV2251'RECOVERY NOTE BY N A POWELL AND ASSOCIATES 2002 (BAP) JV2251'STATION IS 2 FEET EAST OF WIRE FENCE AND AS DESCRIBED BY NGS 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JV2247 *********************************************************************** JV2247 DESIGNATION - REELS JV2247 PID - JV2247 JV2247 STATE/COUNTY- MD/FREDERICK JV2247 USGS QUAD - BUCKEYSTOWN (1984) JV2247 JV2247 *CURRENT SURVEY CONTROL JV2247 ___________________________________________________________________ JV2247* NAD 83(1991)- 39 21 42.97125(N) 077 23 56.09028(W) ADJUSTED JV2247* NAVD 88 - 95.008 (meters) 311.71 (feet) ADJUSTED JV2247 ___________________________________________________________________ JV2247 LAPLACE CORR- 5.39 (seconds) DEFLEC99 JV2247 GEOID HEIGHT- -32.56 (meters) GEOID99 JV2247 DYNAMIC HT - 94.957 (meters) 311.54 (feet) COMP JV2247 MODELED GRAV- 980,086.5 (mgal) NAVD 88 JV2247 JV2247 HORZ ORDER - SECOND JV2247 VERT ORDER - SECOND CLASS 0 JV2247 JV2247.The horizontal coordinates were established by classical geodetic methods JV2247.and adjusted by the National Geodetic Survey in November 1994. JV2247 JV2247.The orthometric height was determined by differential leveling JV2247.and adjusted by the National Geodetic Survey in June 1991. JV2247 JV2247.The Laplace correction was computed from DEFLEC99 derived deflections. JV2247 JV2247.The geoid height was determined by GEOID99. JV2247 JV2247.The dynamic height is computed by dividing the NAVD 88 JV2247.geopotential number by the normal gravity value computed on the JV2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JV2247.degrees latitude (g = 980.6199 gals.). JV2247 JV2247.The modeled gravity was interpolated from observed gravity values. JV2247 JV2247; North East Units Scale Converg. JV2247;SPC MD - 188,261.745 365,620.860 MT 0.99998578 -0 15 01.3 JV2247;SPC MD - 617,655.41 1,199,541.10 sFT 0.99998578 -0 15 01.3 JV2247;UTM 18 - 4,359,687.231 293,324.341 MT 1.00012595 -1 31 19.1 JV2247 JV2247: Primary Azimuth Mark Grid Az JV2247:SPC MD - FREDERICK MUNICIPAL TANK 351 26 34.6 JV2247:UTM 18 - FREDERICK MUNICIPAL TANK 352 42 52.4 JV2247 JV2247|---------------------------------------------------------------------| JV2247| PID Reference Object Distance Geod. Az | JV2247| dddmmss.s | JV2247| JV2249 REELS RM 1 8.702 METERS 15609 | JV2247| JV2248 REELS RM 2 7.849 METERS 25250 | JV2247| JV4598 FREDERICK MUNICIPAL TANK APPROX. 5.4 KM 3511133.3 | JV2247|---------------------------------------------------------------------| JV2247 JV2247 SUPERSEDED SURVEY CONTROL JV2247 JV2247 NAD 83(1991)- 39 21 42.97128(N) 077 23 56.09014(W) AD( ) 2 JV2247 NAD 83(1986)- 39 21 42.97145(N) 077 23 56.10070(W) AD( ) 2 JV2247 NAD 27 - 39 21 42.60050(N) 077 23 57.14709(W) AD( ) 2 JV2247 NGVD 29 - 95.225 (m) 312.42 (f) ADJUSTED 2 0 JV2247 JV2247.Superseded values are not recommended for survey control. JV2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV2247.See file dsdata.txt to determine how the superseded data were derived. JV2247 JV2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9332459687(NAD 83) JV2247_MARKER: DS = TRIANGULATION STATION DISK JV2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV2247_STAMPING: REELS 1958 JV2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV2247+STABILITY: SURFACE MOTION JV2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JV2247+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 JV2247 JV2247 HISTORY - Date Condition Report By JV2247 HISTORY - 1958 MONUMENTED CGS JV2247 HISTORY - 1958 GOOD CGS JV2247 HISTORY - 20021105 GOOD POWELL JV2247 JV2247 STATION DESCRIPTION JV2247 JV2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE) JV2247'STATION IS LOCATED ON TOP OF A CUT EMBANKMENT ALONG THE JV2247'SOUTHWEST SIDE OF U.S. HIGHWAY NO. 240 ABOUT 3.8 MILES JV2247'SOUTHEAST OF THE CENTER OF FREDERICK, ABOUT 3-1/2 MILES JV2247'NORTHWEST OF URBANA, ABOUT 4.0 MILES WEST OF IJAMESVILLE AND JV2247'ABOUT 0.2 MILE SOUTHEAST OF BRIDGE OVER MONOCACY JV2247'RIVER. STATION IS 13 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF JV2247'BACKSLOPE. THE MARK IS SET FLUSH AND THE DISK IS STAMPED REELS JV2247'1958. JV2247' JV2247'REFERENCE MARK NO. 1 IS 29 FEET SOUTH-SOUTHEAST OF WITNESS JV2247'POST. THE MARK IS SET FLUSH AND THE DISK IS STAMPED REELS NO 1 JV2247'1958. JV2247' JV2247'REFERENCE MARK NO. 2 IS 9 FEET WEST OF EDGE OF BACKSLOPE. THE JV2247'MARK IS SET FLUSH AND THE DISK IS STAMPED REELS NO. 2 1958. JV2247' JV2247'NO AZIMUTH MARK WAS SET BUT STATION HOPE AND FREDERICK JV2247'MUNICIPAL WATER TANK ARE VISIBLE FROM GROUND AND MAY BE USED AS JV2247'AZIMUTH MARK. JV2247' JV2247'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 240 AND STATE JV2247'HIGHWAY NO. 80 WHICH IS ABOUT 0.4 MILE SOUTHWEST OF URBANA, GO JV2247'NORTHWEST ON U.S. HIGHWAY NO. 240 FOR 2.2 MILES JV2247'OVERPASS. CONTINUE NORTHWESTERLY ON U.S. HIGHWAY NO. 240 FOR JV2247'1.4 MILES TO OVERPASS AT BAKERVALLY ROAD. CONTINUE JV2247'NORTHWESTERLY ON U.S. HIGHWAY NO. 240 FOR 0.6 MILE TO STATION JV2247'ON TOP OF CUT EMBANKMENT ON LEFT (SOUTHWEST) SIDE OF HIGHWAY JV2247'AS DESCRIBED. JV2247' JV2247'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. JV2247 JV2247 STATION RECOVERY (1958) JV2247 JV2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 JV2247'4.1 MI S FROM FREDERICK. JV2247'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 240 FROM THE INTERSECTION JV2247'OF U.S. HIGHWAY 40 (CITY ROUTE) AT FREDERICK, THENCE 3.5 MILES JV2247'SOUTHEAST ALONG U.S. HIGHWAY 240, ON THE TOP OF A HIGH CUT, 0.2 JV2247'MILE SOUTHEAST OF THE LARGE BRIDGE OVER THE MONACACY RIVER, ABOUT JV2247'100 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE, JV2247'9 FEET SOUTHWEST OF THE TOP OF CUT, 1 FOOT NORTHEAST OF A METAL JV2247'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH JV2247'ABOVE THE GROUND AND 36 FEET ABOVE THE LEVEL OF THE HIGHWAY. JV2247 JV2247 STATION RECOVERY (2002) JV2247 JV2247'RECOVERY NOTE BY N A POWELL AND ASSOCIATES 2002 (BAP) JV2247'FROM THE INTERSECTION OF RT 80 AND RT 270 TRAVEL WESTERLY TO BAKER JV2247'VALLEY ROAD. TURN RIGHT ONTO BAKER VALLEY ROAD TRAVEL NORTHEAST TO JV2247'UNDERPASS WITH RT 270. TURN LEFT BEFORE UNDERPASS ONTO A GRAVEL ROAD JV2247'AND INTO WORTHINGTON FARM PARKING AREA. TRAVEL NORTH ON GRAVEL ROAD JV2247'3/4 OF A MILE TO SHARP TURN IN ROAD AND THE STATION 80+/- NORTH OF JV2247'TURN AND AS DESCRIBED BY NGS.