1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AB4704 *********************************************************************** AB4704 CBN - This is a Cooperative Base Network Control Station. AB4704 DESIGNATION - KEYMAR 2 AB4704 PID - AB4704 AB4704 STATE/COUNTY- MD/CARROLL AB4704 USGS QUAD - UNION BRIDGE (1971) AB4704 AB4704 *CURRENT SURVEY CONTROL AB4704 ___________________________________________________________________ AB4704* NAD 83(1991)- 39 36 16.89400(N) 077 14 11.63380(W) ADJUSTED AB4704* NAVD 88 - 143.899 (meters) 472.11 (feet) ADJUSTED AB4704 ___________________________________________________________________ AB4704 X - 1,087,153.132 (meters) COMP AB4704 Y - -4,799,297.186 (meters) COMP AB4704 Z - 4,044,336.602 (meters) COMP AB4704 LAPLACE CORR- 4.50 (seconds) DEFLEC99 AB4704 ELLIP HEIGHT- 111.01 (meters) (02/12/02) GPS OBS AB4704 GEOID HEIGHT- -32.88 (meters) GEOID03 AB4704 DYNAMIC HT - 143.822 (meters) 471.86 (feet) COMP AB4704 MODELED GRAV- 980,089.0 (mgal) NAVD 88 AB4704 AB4704 HORZ ORDER - A AB4704 VERT ORDER - SECOND CLASS I AB4704 ELLP ORDER - FOURTH CLASS I AB4704 AB4704.The horizontal coordinates were established by GPS observations AB4704.and adjusted by the National Geodetic Survey in February 2002. AB4704 AB4704.The orthometric height was determined by differential leveling AB4704.and adjusted by the National Geodetic Survey in November 2003. AB4704 AB4704.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB4704 AB4704.The Laplace correction was computed from DEFLEC99 derived deflections. AB4704 AB4704.The ellipsoidal height was determined by GPS observations AB4704.and is referenced to NAD 83. AB4704 AB4704.The geoid height was determined by GEOID03. AB4704 AB4704.The dynamic height is computed by dividing the NAVD 88 AB4704.geopotential number by the normal gravity value computed on the AB4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB4704.degrees latitude (g = 980.6199 gals.). AB4704 AB4704.The modeled gravity was interpolated from observed gravity values. AB4704 AB4704; North East Units Scale Factor Converg. AB4704;SPC MD - 215,165.089 379,682.199 MT 1.00003072 -0 08 54.5 AB4704;SPC MD - 705,920.80 1,245,674.01 sFT 1.00003072 -0 08 54.5 AB4704;UTM 18 - 4,386,273.296 307,981.930 MT 1.00005397 -1 25 34.4 AB4704 AB4704! - Elev Factor x Scale Factor = Combined Factor AB4704!SPC MD - 0.99998258 x 1.00003072 = 1.00001330 AB4704!UTM 18 - 0.99998258 x 1.00005397 = 1.00003655 AB4704 AB4704 SUPERSEDED SURVEY CONTROL AB4704 AB4704 NAD 83(1991)- 39 36 16.89430(N) 077 14 11.63293(W) AD( ) 1 AB4704 ELLIP H (07/03/96) 110.95 (m) GP( ) 1 1 AB4704 AB4704.Superseded values are not recommended for survey control. AB4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB4704.See file dsdata.txt to determine how the superseded data were derived. AB4704 AB4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0798286273(NAD 83) AB4704_MARKER: DD = SURVEY DISK AB4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB4704_STAMPING: KEYMAR 2 1982 AB4704_MARK LOGO: MDSHA AB4704_MAGNETIC: O = OTHER; SEE DESCRIPTION AB4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB4704+STABILITY: SURFACE MOTION AB4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB4704+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005 AB4704 AB4704 HISTORY - Date Condition Report By AB4704 HISTORY - 1982 MONUMENTED MDSHA AB4704 HISTORY - 20000327 GOOD MDSHA AB4704 HISTORY - 20010612 GOOD MDSHA AB4704 HISTORY - 20050703 GOOD NAGEL AB4704 AB4704 STATION DESCRIPTION AB4704 AB4704'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1982 AB4704'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF CENTER OF AB4704'TANEYTOWN AND ABOUT 4 MI (6.4 KM) NORTHWEST OF UNION BRIDGE AT KEYMAR. AB4704'TO REACH STATION FROM THE INTERSECTION OF MD ROUTE 140 (TANEYTOWN AB4704'PIKE) AND MD ROUTE 194 (FRANCIS SCOTT KEY HIGHWAY) AT TANEYTOWN, GO AB4704'SOUTH ON MD ROUTE 194 FOR 5.25 MI (8.45 KM) TO THE STATION ON THE LEFT AB4704'AT THE TOP OF A BANK. STATION IS ALSO LOCATED 0.15 MI (0.24 KM) NORTH AB4704'ALONG MD ROUTE 194 FROM ITS INTERSECTION WITH MD ROUTE 77. STATION AB4704'MARK IS SET IN THE TOP OF A 10 IN DIAMETER CONCRETE MONUMENT SET FLUSH AB4704'WITH THE GROUND. IT 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF THE AB4704'ROAD, 88.5 FT (27.0 M) NORTH OF TELEPHONE POLE NO.3 AND 107.1 FT (32.6 AB4704'M) EAST OF THE EAST END OF A STONE WALL ON THE WEST SIDE OF THE ROAD. AB4704 AB4704 STATION RECOVERY (2000) AB4704 AB4704'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2000 (SFK) AB4704'RECOVERED AS DESCRIBED. AB4704 AB4704 STATION RECOVERY (2001) AB4704 AB4704'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2001 (SFK) AB4704'RECOVERED AS DESCRIBED. AB4704 AB4704 STATION RECOVERY (2005) AB4704 AB4704'RECOVERY NOTE BY GEORGE E NAGEL AND ASSCOIATES INC 2005 (TJF) AB4704'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JV4239 *********************************************************************** JV4239 DESIGNATION - MT AIRY MUNICIPAL TANK JV4239 PID - JV4239 JV4239 STATE/COUNTY- MD/CARROLL JV4239 USGS QUAD - LIBERTYTOWN (1993) JV4239 JV4239 *CURRENT SURVEY CONTROL JV4239 ___________________________________________________________________ JV4239* NAD 83(1991)- 39 22 45.99044(N) 077 09 00.72792(W) ADJUSTED JV4239* NAVD 88 - JV4239 ___________________________________________________________________ JV4239 LAPLACE CORR- 2.70 (seconds) DEFLEC99 JV4239 GEOID HEIGHT- -31.93 (meters) GEOID03 JV4239 JV4239 HORZ ORDER - THIRD JV4239 JV4239.The horizontal coordinates were established by classical geodetic methods JV4239.and adjusted by the National Geodetic Survey in January 1992. JV4239 JV4239 JV4239.The Laplace correction was computed from DEFLEC99 derived deflections. JV4239 JV4239.The geoid height was determined by GEOID03. JV4239 JV4239; North East Units Scale Factor Converg. JV4239;SPC MD - 190,140.738 387,058.460 MT 0.99998842 -0 05 39.4 JV4239;SPC MD - 623,820.07 1,269,874.30 sFT 0.99998842 -0 05 39.4 JV4239;UTM 18 - 4,361,090.381 314,800.193 MT 1.00002232 -1 21 52.5 JV4239 JV4239 SUPERSEDED SURVEY CONTROL JV4239 JV4239 NAD 83(1986)- 39 22 45.99065(N) 077 09 00.73682(W) AD( ) 4 JV4239 NAD 27 - 39 22 45.61900(N) 077 09 01.81300(W) AD( ) 3 JV4239 JV4239.Superseded values are not recommended for survey control. JV4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV4239.See file dsdata.txt to determine how the superseded data were derived. JV4239 JV4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1480061090(NAD 83) JV4239_MARKER: 53 = ELEVATED TANK JV4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JV4239+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005 JV4239 JV4239 HISTORY - Date Condition Report By JV4239 HISTORY - 1939 FIRST OBSERVED CGS JV4239 HISTORY - 1943 GOOD CGS JV4239 HISTORY - 20031102 GOOD USPSQD JV4239 HISTORY - 20050718 GOOD USPSQD JV4239 JV4239 STATION DESCRIPTION JV4239 JV4239'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR) JV4239'THIS STATION IS LOCATED ON A HIGH RIDGE IN THE NE PART OF THE TOWN JV4239'ON THE E SIDE OF STATE HIGHWAY NO.27, 600 FEET S OF THE HIGH SCHOOL JV4239'AND 250 FEET E OF STATE HIGHWAY 27. JV4239' JV4239'TANK HAS FOUR TRUSSWORK LEGS ABOUT 25 FEET HIGH PAINTED SILVER, JV4239'THE VERTICAL SECTION IS ABOUT 25 FEET HIGH PAINTED SILVER AND HAS JV4239'MT. AIRY IN BLACK LETTERS ON THE E AND W SIDE. THE CONICAL ROOF JV4239'HAS A BALL AT ITS APEX. THE TOTAL HEIGHT IS 110 FEET. JV4239 JV4239 STATION RECOVERY (1943) JV4239 JV4239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL) JV4239'THIS INTERSECTION STATION IS THE MT. AIRY MUNICIPAL TANK, A JV4239'CYLINDRICAL STEEL BOWL ATOP A FOUR-LEGGED STEEL STRUCTURE, OVERALL JV4239'HEIGHT ABOUT 150 FEET AND IS PAINTED ALUMINUM COLOR. IT IS LOCATED JV4239'AT THE E EDGE OF TOWN AND 128 FEET S OF THE CENTER OF STATE JV4239'HIGHWAY 27. THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF JV4239'THE ROOF OF THE TANK. JV4239 JV4239 STATION RECOVERY (2003) JV4239 JV4239'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM) JV4239'RECOVERED IN GOOD CONDITION. JV4239 JV4239 STATION RECOVERY (2005) JV4239 JV4239'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) JV4239'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JV6665 *********************************************************************** JV6665 FBN - This is a Federal Base Network Control Station. JV6665 DESIGNATION - TANEY JV6665 PID - JV6665 JV6665 STATE/COUNTY- MD/CARROLL JV6665 USGS QUAD - TANEYTOWN (1971) JV6665 JV6665 *CURRENT SURVEY CONTROL JV6665 ___________________________________________________________________ JV6665* NAD 83(1991)- 39 39 48.06529(N) 077 11 00.77770(W) ADJUSTED JV6665* NAVD 88 - 144.804 (meters) 475.08 (feet) ADJUSTED JV6665 ___________________________________________________________________ JV6665 X - 1,090,672.009 (meters) COMP JV6665 Y - -4,794,238.888 (meters) COMP JV6665 Z - 4,049,352.894 (meters) COMP JV6665 LAPLACE CORR- 4.32 (seconds) DEFLEC99 JV6665 ELLIP HEIGHT- 111.83 (meters) (02/12/02) GPS OBS JV6665 GEOID HEIGHT- -32.97 (meters) GEOID03 JV6665 DYNAMIC HT - 144.727 (meters) 474.83 (feet) COMP JV6665 MODELED GRAV- 980,090.4 (mgal) NAVD 88 JV6665 JV6665 HORZ ORDER - A JV6665 VERT ORDER - SECOND CLASS I JV6665 ELLP ORDER - FOURTH CLASS I JV6665 JV6665.The horizontal coordinates were established by GPS observations JV6665.and adjusted by the National Geodetic Survey in October 1991. JV6665 JV6665.The orthometric height was determined by differential leveling JV6665.and adjusted by the National Geodetic Survey in August 1994. JV6665 JV6665.The X, Y, and Z were computed from the position and the ellipsoidal ht. JV6665 JV6665.The Laplace correction was computed from DEFLEC99 derived deflections. JV6665 JV6665.The ellipsoidal height was determined by GPS observations JV6665.and is referenced to NAD 83. JV6665 JV6665.The geoid height was determined by GEOID03. JV6665 JV6665.The dynamic height is computed by dividing the NAVD 88 JV6665.geopotential number by the normal gravity value computed on the JV6665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JV6665.degrees latitude (g = 980.6199 gals.). JV6665 JV6665.The modeled gravity was interpolated from observed gravity values. JV6665 JV6665; North East Units Scale Factor Converg. JV6665;SPC MD - 221,667.577 384,248.625 MT 1.00004429 -0 06 54.7 JV6665;SPC MD - 727,254.38 1,260,655.70 sFT 1.00004429 -0 06 54.7 JV6665;UTM 18 - 4,392,672.327 312,692.311 MT 1.00003196 -1 23 38.8 JV6665 JV6665! - Elev Factor x Scale Factor = Combined Factor JV6665!SPC MD - 0.99998246 x 1.00004429 = 1.00002675 JV6665!UTM 18 - 0.99998246 x 1.00003196 = 1.00001442 JV6665 JV6665 SUPERSEDED SURVEY CONTROL JV6665 JV6665 ELLIP H (07/24/97) 111.87 (m) GP( ) 2 1 JV6665 NAD 83(1991)- 39 39 48.06779(N) 077 11 00.78596(W) AD( ) A JV6665 ELLIP H (07/31/92) 111.78 (m) GP( ) 1 1 JV6665 ELLIP H (10/23/91) 111.78 (m) GP( ) 4 1 JV6665 NAVD 88 (07/25/94) 144.80 (m) 475.1 (f) LEVELING 3 JV6665 NGVD 29 (10/23/91) 145.00 (m) 475.7 (f) LEVELING 3 JV6665 JV6665.Superseded values are not recommended for survey control. JV6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV6665.See file dsdata.txt to determine how the superseded data were derived. JV6665 JV6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1269292672(NAD 83) JV6665_MARKER: DB = BENCH MARK DISK JV6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV6665_SP_SET: CONCRETE POST JV6665_STAMPING: TANEY 1990 JV6665_MARK LOGO: MDDT JV6665_MAGNETIC: N = NO MAGNETIC MATERIAL JV6665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV6665+STABILITY: SURFACE MOTION JV6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JV6665+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005 JV6665 JV6665 HISTORY - Date Condition Report By JV6665 HISTORY - 1990 MONUMENTED MDDT JV6665 HISTORY - 19901121 GOOD NGS JV6665 HISTORY - 19920910 GOOD NGS JV6665 HISTORY - 19930404 GOOD GREOMA JV6665 HISTORY - 19931014 GOOD NGS JV6665 HISTORY - 19951128 GOOD MCCRON JV6665 HISTORY - 19961114 GOOD NGS JV6665 HISTORY - 19991113 GOOD NGS JV6665 HISTORY - 20000327 GOOD MDSHA JV6665 HISTORY - 20050703 GOOD NAGEL JV6665 JV6665 STATION DESCRIPTION JV6665 JV6665'DESCRIBED BY MARYLAND DEPARTMENT OF TRANSPORTATION 1990 JV6665'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHEAST OF EMMITSBURG, JV6665'19.2 KM (11.9 MI) NORTHWEST OF WESTMINSTER, AND 33.6 KM (20.9 MI) JV6665'NORTHEAST OF FREDERICK. THE PROPERTY IS OWNED BY THE CITY OF JV6665'TANEYTOWN. JV6665'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 140 (EAST JV6665'BALTIMORE STREET) AND STATE HIGHWAY 194 (FREDERICK STREET), IN THE JV6665'TOWN OF TANEYTOWN, GO NORTHWEST ON STATE HIGHWAY 140 FOR 0.8 KM JV6665'(0.5 MI) TO PARK DRIVE ON THE LEFT. TURN LEFT ON PARK DRIVE AND GO JV6665'SOUTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. JV6665'THE STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A 0.25 M JV6665'(0.82 FT) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF JV6665'THE GROUND. IT IS 39.17 M (128.51 FT) EAST OF THE CENTERLINE OF PARK JV6665'DRIVE, 33.07 M (108.50 FT) NORTHEAST OF THE NORTHEAST CORNER OF A JV6665'CONCRETE PAD FOR A PAVILLION, AND 57.0 M (187.0 FT) NORTHWEST OF THE JV6665'NORTHWEST CORNER OF A CHAIN LINK FENCE FOR TENNIS COURTS. JV6665 JV6665 STATION RECOVERY (1990) JV6665 JV6665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 JV6665'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF TANEYTOWN, IN A JV6665'CITY PARK, AND IN A LARGE GRASSY AREA BETWEEN PICNIC PAVILIONS, JV6665'PARKING LOT AND TENNIS COURTS. OWNERSHIP--CITY OF TANEYTOWN. JV6665'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 140 (EAST BALTIMORE JV6665'STREET) AND 194 (FREDERICK STREET) IN TANEYTOWN, GO NORTHWEST ON JV6665'HIGHWAY 140 FOR 0.63 KM (0.39 MI) TO A PAVED ROAD RIGHT. CONTINUE JV6665'AHEAD FOR 0.20 KM (0.12 MI) TO A PAVED ROAD LEFT. TURN LEFT, SOUTH, JV6665'ON PARK DRIVE FOR 40 M (131.2 FT) TO A PARKING LOT ENTRANCE ON THE JV6665'LEFT. TURN LEFT, THEN RIGHT, THROUGH LOT FOR 0.06 KM (0.04 MI) TO JV6665'THE SOUTHEAST CORNER AND THE STATION TO THE SOUTH. JV6665'STATION MARK IS SET IN THE TOP OF AN 18-CM ROUND CONCRETE POST FLUSH JV6665'WITH THE GROUND. IT IS 18.3 M (60.0 FT) SOUTH-SOUTHEAST OF THE JV6665'SOUTHEAST CORNER OF THE GRAVEL PARKING LOT, 39.2 M (128.6 FT) EAST OF JV6665'THE CENTER OF PARK DRIVE, 33.1 M (108.6 FT) NORTH-NORTHEAST OF THE JV6665'NORTHEAST CORNER OF A CONCRETE PAD OF THE NORTH ONE OF THREE JV6665'PAVILIONS, 56.8 M (186.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A JV6665'CHAIN LINK FENCE AROUND TENNIS COURTS, AND 42.4 M (139.1 FT) JV6665'WEST-NORTHWEST OF A SAWED-OFF UTILITY POLE. JV6665'DESCRIBED BY G.R.HEID. JV6665 JV6665 STATION RECOVERY (1992) JV6665 JV6665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 JV6665'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF TANEYTOWN, IN A JV6665'CITY PARK AND IN A LARGE GRASSY AREA BETWEEN PICNIC PAVILIONS, JV6665'PARKING LOT AND TENNIS COURTS. JV6665'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 140 (EAST JV6665'BALTIMORE STREET) AND 194 (FREDERICK STREET) IN TANEYTOWN, GO JV6665'NORTHWEST ON HIGHWAY 140 FOR 0.63 KM (0.40 MI) TO A PAVED ROAD RIGHT. JV6665'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A PAVED ROAD LEFT. TURN LEFT JV6665'AND GO SOUTH ON PARK DRIVE FOR 40 M (131.2 FT) TO A PARKING LOT JV6665'ENTRANCE ON THE LEFT. TURN LEFT, THEN RIGHT, THROUGH PARKING LOT FOR JV6665'0.06 KM (0.05 MI) TO THE SOUTHEAST CORNER AND THE STATION TO THE JV6665'SOUTH. JV6665'STATION MARK IS SET IN THE TOP OF AN 18-CM ROUND CONCRETE POST FLUSH JV6665'WITH THE GROUND. LOCATED 18.3 M (60.0 FT) SOUTH-SOUTHEAST FROM THE JV6665'SOUTHEAST CORNER OF THE GRAVEL PARKING LOT, 39.2 M (128.6 FT) EAST OF JV6665'THE CENTER OF PARK DRIVE, 33.1 NORTH-NORTHEAST OF THE NORTHEAST JV6665'CORNER OF A CONCRETE PAD OF THE NORTH ONE OF THREE PAVILIONS, 56.8 M JV6665'(186.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE JV6665'AROUND TENNIS COURTS AND 42.4 M (139.1 FT) WEST-NORTHWEST OF A JV6665'SAWED-OFF UTILITY POLE. JV6665 JV6665 STATION RECOVERY (1993) JV6665 JV6665'RECOVERY NOTE BY GREENHORNE-OMARA 1993 JV6665'RECOVERED IN GOOD CONDITION. JV6665 JV6665 STATION RECOVERY (1993) JV6665 JV6665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 JV6665'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF TANEYTOWN, IN A JV6665'CITY PARK AND IN A LARGE GRASSY AREA BETWEEN PICNIC PAVILIONS, JV6665'PARKING LOT AND TENNIS COURTS. JV6665'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 140 (EAST JV6665'BALTIMORE STREET) AND 194 (FREDERICK STREET) IN TANEYTOWN, GO JV6665'NORTHWEST ON HIGHWAY 140 FOR 0.63 KM (0.40 MI) TO A PAVED ROAD RIGHT, JV6665'CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A PAVED ROAD LEFT, TURN LEFT JV6665'AND GO SOUTH ON PARK DRIVE FOR 40 M (131.2 FT) TO A PARKING LOT JV6665'ENTRANCE ON THE LEFT, TURN LEFT, THEN RIGHT, THROUGH PARKING LOT FOR JV6665'0.06 KM (0.05 MI) TO THE SOUTHEAST CORNER AND THE STATION TO THE JV6665'SOUTH. JV6665'THE STATION IS FLUSH WITH THE GROUND. LOCATED 18.3 M (60.0 FT) JV6665'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE GRAVEL PARKING LOT, JV6665'39.2 M (128.6 FT) EAST OF THE CENTER OF PARK DRIVE, 33.1 JV6665'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD OF THE JV6665'NORTH ONE OF THREE PAVILIONS, 56.8 M (186.4 FT) NORTHWEST OF THE JV6665'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND TENNIS COURTS AND 42.4 JV6665'M (139.1 FT) WEST-NORTHWEST OF A SAWED-OFF UTILITY POLE. JV6665 JV6665 STATION RECOVERY (1995) JV6665 JV6665'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1995 (HAS) JV6665'RECOVERED AS DESCRIBED. JV6665 JV6665 STATION RECOVERY (1996) JV6665 JV6665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) JV6665'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SOUTHEAST OF JV6665'EMMITSBURG, 19.2 KM (11.95 MI) NORTHWEST OF WESTMINSTER, AND 33.6 KM JV6665'(20.85 MI) NORTHEAST OF FREDERICK. THE PROPERTY IS OWNED BY THE CITY JV6665'OF TANEYTOWN. TO REACH THE STATION FROM THE INTERSECTION OF STATE JV6665'HIGHWAY 140 (EAST BALTIMORE STREET) AND STATE HIGHWAY 194 (FREDERICK JV6665'STREET) , IN THE TOWN OF TANEYTOWN, GO NORTHWEST ON STATE HIGHWAY 140 JV6665'FOR 0.8 KM (0.50 MI) TO PARK DRIVE ON THE LEFT. TURN LEFT ON PARK JV6665'DRIVE AND GO SOUTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. JV6665'THE STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A 0.25 M JV6665'(0.82 FT) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF JV6665'THE GROUND. IT IS 39.17 M (128.51 FT) EAST OF THE CENTERLINE OF PARK JV6665'DRIVE, 33.07 M (108.50 FT) NORTHEAST OF THE NORTHEAST CORNER OF A JV6665'CONCRETE PAD FOR A PAVILLION, AND 57.0 M (187.0 FT) NORTHWEST OF THE JV6665'NORTHWEST CORNER OF A CHAIN LINK FENCE FOR TENNIS COURTS. JV6665 JV6665 STATION RECOVERY (1999) JV6665 JV6665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (BB) JV6665'GOOD. JV6665 JV6665 STATION RECOVERY (2000) JV6665 JV6665'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2000 (SFK) JV6665'RECOVERED AS DESCRIBED. JV6665 JV6665 STATION RECOVERY (2005) JV6665 JV6665'RECOVERY NOTE BY GEORGE E NAGEL AND ASSCOIATES INC 2005 (TJF) JV6665'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AB4655 *********************************************************************** AB4655 DESIGNATION - TIMBER AB4655 PID - AB4655 AB4655 STATE/COUNTY- MD/CARROLL AB4655 USGS QUAD - WINFIELD (1979) AB4655 AB4655 *CURRENT SURVEY CONTROL AB4655 ___________________________________________________________________ AB4655* NAD 83(1991)- 39 26 09.37542(N) 077 06 19.29599(W) ADJUSTED AB4655* NAVD 88 - 267.6 (meters) 878. (feet) GPS OBS AB4655 ___________________________________________________________________ AB4655 X - 1,100,822.662 (meters) COMP AB4655 Y - -4,808,511.204 (meters) COMP AB4655 Z - 4,029,962.515 (meters) COMP AB4655 LAPLACE CORR- 2.62 (seconds) DEFLEC99 AB4655 ELLIP HEIGHT- 235.66 (meters) (08/30/02) GPS OBS AB4655 GEOID HEIGHT- -32.00 (meters) GEOID03 AB4655 AB4655 HORZ ORDER - FIRST AB4655 ELLP ORDER - FOURTH CLASS II AB4655 AB4655.The horizontal coordinates were established by GPS observations AB4655.and adjusted by the National Geodetic Survey in July 1996. AB4655 AB4655.The orthometric height was determined by GPS observations and a AB4655.high-resolution geoid model. AB4655 AB4655.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB4655 AB4655.The Laplace correction was computed from DEFLEC99 derived deflections. AB4655 AB4655.The ellipsoidal height was determined by GPS observations AB4655.and is referenced to NAD 83. AB4655 AB4655.The geoid height was determined by GEOID03. AB4655 AB4655; North East Units Scale Factor Converg. AB4655;SPC MD - 196,407.632 390,929.337 MT 0.99999757 -0 03 58.1 AB4655;SPC MD - 644,380.71 1,282,574.00 sFT 0.99999757 -0 03 58.1 AB4655;UTM 18 - 4,367,270.001 318,809.203 MT 1.00000423 -1 20 15.8 AB4655 AB4655! - Elev Factor x Scale Factor = Combined Factor AB4655!SPC MD - 0.99996303 x 0.99999757 = 0.99996060 AB4655!UTM 18 - 0.99996303 x 1.00000423 = 0.99996726 AB4655 AB4655: Primary Azimuth Mark Grid Az AB4655:SPC MD - TIMBER AZ MK 198 07 13.0 AB4655:UTM 18 - TIMBER AZ MK 199 23 30.7 AB4655 AB4655|---------------------------------------------------------------------| AB4655| PID Reference Object Distance Geod. Az | AB4655| dddmmss.s | AB4655| AB4623 TIMBER AZ MK APPROX. 0.6 KM 1980314.9 | AB4655|---------------------------------------------------------------------| AB4655 AB4655 SUPERSEDED SURVEY CONTROL AB4655 AB4655 ELLIP H (07/03/96) 235.58 (m) GP( ) 1 1 AB4655 AB4655.Superseded values are not recommended for survey control. AB4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB4655.See file dsdata.txt to determine how the superseded data were derived. AB4655 AB4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1880967270(NAD 83) AB4655_MARKER: DD = SURVEY DISK AB4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB4655_STAMPING: TIMBER 1995 AB4655_MARK LOGO: MD-013 AB4655_MAGNETIC: O = OTHER; SEE DESCRIPTION AB4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB4655+STABILITY: SURFACE MOTION AB4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB4655+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005 AB4655 AB4655 HISTORY - Date Condition Report By AB4655 HISTORY - 1995 MONUMENTED MD-013 AB4655 HISTORY - 20050703 GOOD NAGEL AB4655 AB4655 STATION DESCRIPTION AB4655 AB4655'DESCRIBED BY CARROLL COUNTY MARYLAND 1995 AB4655'STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF MOUNT AIRY AND AB4655'ABOUT 11 MI (17.7 KM) SOUTHWEST OF WESTMINSTER. TO REACH STATION FROM AB4655'THE INTERSECTION OF MD ROUTE 27 (RIDGE ROAD)AND MD ROUTE 26 (LIBERTY AB4655'ROAD) GO SOUTH ON MD ROUTE 27 FOR 1.8 MI (2.9 KM) TO THE INTERSECTION AB4655'WITH ROOP ROAD AND THE STATION ON THE RIGHT. STATION MARK IS SET IN AB4655'THE TOP OF A 10 IN DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE AB4655'GROUND. IT IS 28.3 FT (8.6 M) WEST OF THE CENTERLINE OF MD ROUTE 27, AB4655'44.4 FT (13.5 M) NORTH OF THE CENTERLINE OF ROOP ROAD, 40.5 FT (12.3 AB4655'M) SOUTH OF A 4 IN DIAMETER CHERRY TREE, 49.5 FT (15.1 M) EAST OF THE AB4655'NORTHEASTERNMOST CORNER OF A BUS STOP SHED, AND 111.5 FT (34.0 M) AB4655'NORTH OF A UTILITY POLE. AB4655 AB4655 STATION RECOVERY (2005) AB4655 AB4655'RECOVERY NOTE BY GEORGE E NAGEL AND ASSCOIATES INC 2005 (TJF) AB4655'RECOVERED IN GOOD CONDITION.