1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE3495 *********************************************************************** AE3495 DESIGNATION - 2713 P AE3495 PID - AE3495 AE3495 STATE/COUNTY- MN/HENNEPIN AE3495 USGS QUAD - ROCKFORD (1993) AE3495 AE3495 *CURRENT SURVEY CONTROL AE3495 ___________________________________________________________________ AE3495* NAD 83(1986)- 45 01 23. (N) 093 42 28. (W) SCALED AE3495* NAVD 88 - 296.458 (meters) 972.63 (feet) ADJUSTED AE3495 ___________________________________________________________________ AE3495 GEOID HEIGHT- -27.45 (meters) GEOID03 AE3495 DYNAMIC HT - 296.436 (meters) 972.56 (feet) COMP AE3495 MODELED GRAV- 980,534.1 (mgal) NAVD 88 AE3495 AE3495 VERT ORDER - SECOND CLASS I AE3495 AE3495.The horizontal coordinates were scaled from a topographic map and have AE3495.an estimated accuracy of +/- 6 seconds. AE3495 AE3495.The orthometric height was determined by differential leveling AE3495.and adjusted by the National Geodetic Survey in December 1997. AE3495 AE3495.The geoid height was determined by GEOID03. AE3495 AE3495.The dynamic height is computed by dividing the NAVD 88 AE3495.geopotential number by the normal gravity value computed on the AE3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE3495.degrees latitude (g = 980.6199 gals.). AE3495 AE3495.The modeled gravity was interpolated from observed gravity values. AE3495 AE3495; North East Units Estimated Accuracy AE3495;SPC MN S - 324,830. 823,030. MT (+/- 180 meters Scaled) AE3495 AE3495 SUPERSEDED SURVEY CONTROL AE3495 AE3495.No superseded survey control is available for this station. AE3495 AE3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK442857(NAD 83) AE3495_MARKER: DV = VERTICAL CONTROL DISK AE3495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AE3495_STAMPING: 2713 P 1980 AE3495_MARK LOGO: MNDT AE3495_PROJECTION: RECESSED 8 CENTIMETERS AE3495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AE3495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3495+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990 AE3495 AE3495 HISTORY - Date Condition Report By AE3495 HISTORY - 1980 MONUMENTED MNDT AE3495 HISTORY - 19901031 GOOD MNDT AE3495 HISTORY - 20021016 GOOD USPSQD AE3495 AE3495 STATION DESCRIPTION AE3495 AE3495'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS) AE3495'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF THE CITY OF MAPLE AE3495'PLAIN, IN THE SE 1/4 OF SECTION 16, T118N, R24W, 2.8 MILES NORTHWEST AE3495'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD AE3495'STREET) IN MAPLE PLAIN, 57 FEET NORTHEAST OF THE RAILROAD TRACK, 43 AE3495'FEET SOUTHEAST OF THE CENTERLINE OF VALLEY ROAD, 38 FEET NORTHWEST OF AE3495'A TELEGRAPH POLE WITH TWO GUY WIRES, AND 0.4 FOOT SOUTHWEST OF A STEEL AE3495'WITNESS POST. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT AE3495'DISK STAMPED---2713 P 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT AE3495'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET AE3495'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE. AE3495 AE3495 STATION RECOVERY (1990) AE3495 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) AE3495'THE MARK IS LOCATED 1.75 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES AE3495'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD AE3495'STREET), AT TRUNK HIGHWAY 12 MILE POINT 143.75. THE MARK IS 57 FEET AE3495'SOUTH OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF VALLEY ROAD, 38 FEET AE3495'NORTHWEST OF TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST. AE3495 AE3495 STATION RECOVERY (2002) AE3495 AE3495'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL) AE3495'MARK IN PVC PIPE 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP2961 *********************************************************************** PP2961 DESIGNATION - ACORN PP2961 PID - PP2961 PP2961 STATE/COUNTY- MN/HENNEPIN PP2961 USGS QUAD - EXCELSIOR (1997) PP2961 PP2961 *CURRENT SURVEY CONTROL PP2961 ___________________________________________________________________ PP2961* NAD 83(1996)- 44 54 44.46647(N) 093 31 15.44343(W) ADJUSTED PP2961* NAVD 88 - 295.183 (meters) 968.45 (feet) ADJUSTED PP2961 ___________________________________________________________________ PP2961 LAPLACE CORR- -0.50 (seconds) DEFLEC99 PP2961 GEOID HEIGHT- -26.76 (meters) GEOID03 PP2961 DYNAMIC HT - 295.179 (meters) 968.43 (feet) COMP PP2961 MODELED GRAV- 980,593.2 (mgal) NAVD 88 PP2961 PP2961 HORZ ORDER - SECOND PP2961 VERT ORDER - SECOND CLASS II PP2961 PP2961.The horizontal coordinates were established by classical geodetic methods PP2961.and adjusted by the National Geodetic Survey in March 1999. PP2961 PP2961.The orthometric height was determined by differential leveling PP2961.and adjusted by the National Geodetic Survey in November 1999. PP2961.No vertical observational check was made to the station. PP2961 PP2961.The Laplace correction was computed from DEFLEC99 derived deflections. PP2961 PP2961.The geoid height was determined by GEOID03. PP2961 PP2961.The dynamic height is computed by dividing the NAVD 88 PP2961.geopotential number by the normal gravity value computed on the PP2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP2961.degrees latitude (g = 980.6199 gals.). PP2961 PP2961.The modeled gravity was interpolated from observed gravity values. PP2961 PP2961; North East Units Scale Factor Converg. PP2961;SPC MN S - 312,597.640 837,826.411 MT 0.99994772 +0 20 08.8 PP2961;UTM 15 - 4,973,345.863 458,878.105 MT 0.99962079 -0 22 04.1 PP2961 PP2961! - Elev Factor x Scale Factor = Combined Factor PP2961!SPC MN S - 0.99995792 x 0.99994772 = 0.99990564 PP2961!UTM 15 - 0.99995792 x 0.99962079 = 0.99957872 PP2961 PP2961: Primary Azimuth Mark Grid Az PP2961:SPC MN S - TENNIS 107 27 32.9 PP2961:UTM 15 - TENNIS 108 09 45.8 PP2961 PP2961|---------------------------------------------------------------------| PP2961| PID Reference Object Distance Geod. Az | PP2961| dddmmss.s | PP2961| PP2960 TENNIS APPROX. 0.7 KM 1074741.7 | PP2961| CJ4785 UNIDENTIFIED WATER TANK 1110108.9 | PP2961| AE5449 ACORN RM 1 16.469 METERS 15327 | PP2961| AE5450 ACORN RM 2 13.187 METERS 25427 | PP2961|---------------------------------------------------------------------| PP2961 PP2961 SUPERSEDED SURVEY CONTROL PP2961 PP2961 NAD 83(1986)- 44 54 44.46131(N) 093 31 15.44021(W) AD( ) 2 PP2961 NAD 27 - 44 54 44.59503(N) 093 31 14.60135(W) AD( ) 2 PP2961 NGVD 29 (07/19/86) 295.13 (m) 968.3 (f) LEVELING 3 PP2961 PP2961.Superseded values are not recommended for survey control. PP2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP2961.See file dsdata.txt to determine how the superseded data were derived. PP2961 PP2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5887873346(NAD 83) PP2961_MARKER: DV = VERTICAL CONTROL DISK PP2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP2961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PP2961_STAMPING: ACORN 1979 PP2961_MARK LOGO: MNDT PP2961_PROJECTION: RECESSED 8 CENTIMETERS PP2961_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP2961+STABILITY: SURFACE MOTION PP2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP2961+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1990 PP2961 PP2961 HISTORY - Date Condition Report By PP2961 HISTORY - 1979 MONUMENTED MNDT PP2961 HISTORY - 1979 GOOD MNDT PP2961 HISTORY - 19901116 GOOD MNDT PP2961 PP2961 STATION DESCRIPTION PP2961 PP2961'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH) PP2961'THE STATION IS LOCATED IN THE TOWN OF MINNETONKA, IN THE SW 1/4 OF PP2961'SECTION 30, T117N, R22W, ON THE NORTH SIDE OF TRUNK HIGHWAY 7 AT PP2961'MILEPOINT 185.25. PP2961' PP2961'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK PP2961'HIGHWAY 101, GO WEST ON TRUNK HIGHWAY 7 FOR 0.9 MILE TO THE STATION ON PP2961'THE RIGHT. PP2961' PP2961'THE STATION MARKS ARE STANDARD MNDT VERTICAL CONTROL MONUMENT DISKS PP2961'STAMPED---ACORN 1979---. THE SURFACE STATION DISK IS SET IN THE TOP PP2961'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PP2961'THE GROUND. THE MARK IS 30.0 FEET NORTH OF THE CENTERLINE OF THE PP2961'FRONTAGE ROAD, 51.5 FEET WEST OF THE CENTERLINE OF ACORN RIDGE ROAD, PP2961'55 FEET EAST OF THE CENTER OF AN ENTRANCE, AND 84 FEET NORTHWEST OF A PP2961'POWER POLE. THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS PP2961'OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. PP2961' PP2961'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK PP2961'STAMPED---ACORN NO 1 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP2961'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP2961'MARK IS 78.0 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF PP2961'TRUNK HIGHWAY 7, 24.0 FEET SOUTH OF THE CENTERLINE OF THE FRONTAGE PP2961'ROAD, AND 51.5 FEET WEST-SOUTHWEST OF A POWER POLE. PP2961' PP2961'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK PP2961'STAMPED---ACORN NO 2 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP2961'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP2961'MARK IS 26.0 FEET NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 13 PP2961'FEET EAST OF THE CENTER OF AN ENTRANCE, 81.4 FEET NORTHEAST OF A POWER PP2961'POLE, AND 63 FEET EAST OF A POWER POLE. PP2961' PP2961'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS PP2961'MAGNETIC. PP2961 PP2961 STATION RECOVERY (1979) PP2961 PP2961'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS) PP2961'RECOVERED AS DESCRIBED. PP2961 PP2961 STATION RECOVERY (1990) PP2961 PP2961'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) PP2961'IN MINNETONKA, 1 MILE WEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF PP2961'TRUNK HIGHWAY 7 AND COUNTY ROAD 101 IN MINNETONKA TO VINEHILL ROAD, PP2961'THEN TO FRONTAGE ROAD, THEN 0.4 MILE EAST ON FRONTAGE ROAD, AT MILE PP2961'POINT 185.25, 30 FEET NORTH OF FRONTAGE ROAD, 51.5 FEET WEST OF ACORN PP2961'RIDGE ROAD, 55 FEET EAST OF ENTRANCE, 84 FEET NORTHWEST OF POWER POLE, PP2961'24 FEET WEST OF WITNESS POST, 54.04 FEET NORTH-NORTHWEST OF REFERENCE PP2961'MARK 1, 43.26 FEET EAST OF REFERENCE MARK 2. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP2963 *********************************************************************** PP2963 DESIGNATION - ALBANS PP2963 PID - PP2963 PP2963 STATE/COUNTY- MN/HENNEPIN PP2963 USGS QUAD - EXCELSIOR (1997) PP2963 PP2963 *CURRENT SURVEY CONTROL PP2963 ___________________________________________________________________ PP2963* NAD 83(1996)- 44 54 18.79891(N) 093 32 42.82423(W) ADJUSTED PP2963* NAVD 88 - 293.852 (meters) 964.08 (feet) ADJUSTED PP2963 ___________________________________________________________________ PP2963 LAPLACE CORR- 0.35 (seconds) DEFLEC99 PP2963 GEOID HEIGHT- -26.75 (meters) GEOID03 PP2963 DYNAMIC HT - 293.847 (meters) 964.06 (feet) COMP PP2963 MODELED GRAV- 980,592.4 (mgal) NAVD 88 PP2963 PP2963 HORZ ORDER - SECOND PP2963 VERT ORDER - SECOND CLASS II PP2963 PP2963.The horizontal coordinates were established by classical geodetic methods PP2963.and adjusted by the National Geodetic Survey in March 1999. PP2963 PP2963.The orthometric height was determined by differential leveling PP2963.and adjusted by the National Geodetic Survey in November 1999. PP2963.No vertical observational check was made to the station. PP2963 PP2963.The Laplace correction was computed from DEFLEC99 derived deflections. PP2963 PP2963.The geoid height was determined by GEOID03. PP2963 PP2963.The dynamic height is computed by dividing the NAVD 88 PP2963.geopotential number by the normal gravity value computed on the PP2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP2963.degrees latitude (g = 980.6199 gals.). PP2963 PP2963.The modeled gravity was interpolated from observed gravity values. PP2963 PP2963; North East Units Scale Factor Converg. PP2963;SPC MN S - 311,794.403 835,914.229 MT 0.99994684 +0 19 07.5 PP2963;UTM 15 - 4,972,566.423 456,956.829 MT 0.99962278 -0 23 05.6 PP2963 PP2963! - Elev Factor x Scale Factor = Combined Factor PP2963!SPC MN S - 0.99995812 x 0.99994684 = 0.99990497 PP2963!UTM 15 - 0.99995812 x 0.99962278 = 0.99958092 PP2963 PP2963: Primary Azimuth Mark Grid Az PP2963:SPC MN S - COMO 080 18 06.6 PP2963:UTM 15 - COMO 081 00 19.7 PP2963 PP2963|---------------------------------------------------------------------| PP2963| PID Reference Object Distance Geod. Az | PP2963| dddmmss.s | PP2963| AE5446 ALBANS RM 1 19.942 METERS 02655 | PP2963| PP2962 COMO APPROX. 0.6 KM 0803714.1 | PP2963| AE5447 ALBANS RM 2 21.616 METERS 27838 | PP2963|---------------------------------------------------------------------| PP2963 PP2963 SUPERSEDED SURVEY CONTROL PP2963 PP2963 NAD 83(1986)- 44 54 18.79380(N) 093 32 42.82102(W) AD( ) 2 PP2963 NAD 27 - 44 54 18.92818(N) 093 32 41.97915(W) AD( ) 2 PP2963 NGVD 29 (07/19/86) 293.80 (m) 963.9 (f) LEVELING 3 PP2963 PP2963.Superseded values are not recommended for survey control. PP2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP2963.See file dsdata.txt to determine how the superseded data were derived. PP2963 PP2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5695772566(NAD 83) PP2963_MARKER: DV = VERTICAL CONTROL DISK PP2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PP2963_STAMPING: ALBANS 1979 PP2963_MARK LOGO: MNDT PP2963_PROJECTION: RECESSED 8 CENTIMETERS PP2963_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP2963+STABILITY: SURFACE MOTION PP2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP2963+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1990 PP2963 PP2963 HISTORY - Date Condition Report By PP2963 HISTORY - 1979 MONUMENTED MNDT PP2963 HISTORY - 1979 GOOD MNDT PP2963 HISTORY - 19901128 GOOD MNDT PP2963 PP2963 STATION DESCRIPTION PP2963 PP2963'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH) PP2963'THE STATION IS LOCATED IN THE TOWN OF MINNETONKA, IN THE NE 1/4 OF PP2963'SECTION 35, T117N, R23W, ON THE NORTH SIDE OF TRUNK HIGHWAY 7 AT PP2963'MILEPOINT 183.95. PP2963' PP2963'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK PP2963'HIGHWAY 7, GO WEST ON TRUNK HIGHWAY 7 FOR 2.15 MILES TO THE STATION ON PP2963'THE RIGHT. PP2963' PP2963'THE STATION MARKS ARE STANDARD MNDT VERTICAL CONTROL MONUMENT DISKS PP2963'STAMPED---ALBANS 1979---. THE SURFACE STATION DISK IS SET IN THE TOP PP2963'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PP2963'THE GROUND. THE MARK IS 42.0 FEET NORTH OF THE CENTERLINE OF THE PP2963'WESTBOUND LANE OF TRUNK HIGHWAY 7, 19.0 FEET SOUTH OF THE CENTERLINE PP2963'OF THE FRONTAGE ROAD, 72 FEET SOUTHEAST OF A POWER POLE, 66 FEET PP2963'SOUTHWEST OF A POWER POLE, AND 2.6 FEET NORTH OF A STEEL WITNESS POST. PP2963'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF CONCRETE PP2963'4.5 FEET BELOW THE SURFACE OF THE GROUND. PP2963' PP2963'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK PP2963'STAMPED---ALBANS NO 1 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP2963'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP2963'MARK IS 82.0 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF PP2963'TRUNK HIGHWAY 7, 21.0 FEET NORTH OF THE CENTERLINE OF THE FRONTAGE PP2963'ROAD, 1.6 FEET NORTHWEST OF A POWER POLE, AND 67.2 FEET NORTHEAST OF A PP2963'STEEL WITNESS POST. PP2963' PP2963'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK PP2963'STAMPED---ALBANS NO 2 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP2963'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP2963'MARK IS 84.0 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF PP2963'TRUNK HIGHWAY 7, 22.0 FEET NORTH OF THE CENTERLINE OF THE FRONTAGE PP2963'ROAD, 3.3 FEET NORTHEAST OF A POWER POLE, AND 72.3 FEET NORTHWEST OF A PP2963'STEEL WITNESS POST. PP2963' PP2963'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS PP2963'MAGNETIC. PP2963 PP2963 STATION RECOVERY (1979) PP2963 PP2963'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS) PP2963'RECOVERED AS DESCRIBED. PP2963 PP2963 STATION RECOVERY (1990) PP2963 PP2963'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) PP2963'IN MINNETONKA, 2.15 MILES WEST ALONG TRUHNK HGIHWAY 7 FROM THE PP2963'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 7 PP2963'MILE POINT 183.95, 42 FEET NORTH OF WEST BOUND TRUNK HIGHWAY 7, 19.0 PP2963'FEET SOUTH OF FRONTAGE ROAD, 72 FEET SOUTHEAST OF POWER POLE, 66 FEET PP2963'SOUTHWEST OF POWER POLE, 2.6 FEET NORTH OF WITNESS POST, 65.43 FEET PP2963'SOUTHWEST OF REFERENCE MARK 1, 70.92 FEET SOUTHEAST OF REFERENCE MARK PP2963'2. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP1152 *********************************************************************** PP1152 DESIGNATION - BUSH PP1152 PID - PP1152 PP1152 STATE/COUNTY- MN/HENNEPIN PP1152 USGS QUAD - EDEN PRAIRIE (1993) PP1152 PP1152 *CURRENT SURVEY CONTROL PP1152 ___________________________________________________________________ PP1152* NAD 83(1996)- 44 51 37.60588(N) 093 22 59.36477(W) ADJUSTED PP1152* NAVD 88 - 262.469 (meters) 861.12 (feet) ADJUSTED PP1152 ___________________________________________________________________ PP1152 X - -267,252.449 (meters) COMP PP1152 Y - -4,520,818.215 (meters) COMP PP1152 Z - 4,476,534.914 (meters) COMP PP1152 LAPLACE CORR- -3.66 (seconds) DEFLEC99 PP1152 ELLIP HEIGHT- 235.54 (meters) (10/09/03) GPS OBS PP1152 GEOID HEIGHT- -26.90 (meters) GEOID03 PP1152 DYNAMIC HT - 262.462 (meters) 861.09 (feet) COMP PP1152 MODELED GRAV- 980,581.1 (mgal) NAVD 88 PP1152 PP1152 HORZ ORDER - FIRST PP1152 VERT ORDER - SECOND CLASS II PP1152 ELLP ORDER - THIRD CLASS II PP1152 PP1152.The horizontal coordinates were established by GPS observations PP1152.and adjusted by the MN DEPT OF TRANSP in October 2003. PP1152 PP1152.The orthometric height was determined by differential leveling PP1152.and adjusted by the National Geodetic Survey in August 2004. PP1152.No vertical observational check was made to the station. PP1152 PP1152.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP1152 PP1152.The Laplace correction was computed from DEFLEC99 derived deflections. PP1152 PP1152.The ellipsoidal height was determined by GPS observations PP1152.and is referenced to NAD 83. PP1152 PP1152.The geoid height was determined by GEOID03. PP1152 PP1152.The dynamic height is computed by dividing the NAVD 88 PP1152.geopotential number by the normal gravity value computed on the PP1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP1152.degrees latitude (g = 980.6199 gals.). PP1152 PP1152.The modeled gravity was interpolated from observed gravity values. PP1152 PP1152; North East Units Scale Factor Converg. PP1152;SPC MN S - 306,902.802 848,750.738 MT 0.99994164 +0 25 56.5 PP1152;UTM 15 - 4,967,519.317 469,728.159 MT 0.99961127 -0 16 13.0 PP1152 PP1152! - Elev Factor x Scale Factor = Combined Factor PP1152!SPC MN S - 0.99996307 x 0.99994164 = 0.99990471 PP1152!UTM 15 - 0.99996307 x 0.99961127 = 0.99957436 PP1152 PP1152: Primary Azimuth Mark Grid Az PP1152:SPC MN S - FRANCE 091 39 28.2 PP1152:UTM 15 - FRANCE 092 21 37.7 PP1152 PP1152|---------------------------------------------------------------------| PP1152| PID Reference Object Distance Geod. Az | PP1152| dddmmss.s | PP1152| PP1160 FRANCE APPROX. 4.5 KM 0920524.7 | PP1152| AE9075 BUSH RM 3 10.524 METERS 10038 | PP1152| CJ3921 BUSH RM 1 10.293 METERS 10341 | PP1152| CJ3922 BUSH RM 2 4.581 METERS 17804 | PP1152| AE9076 BUSH RM 4 4.018 METERS 18704 | PP1152|---------------------------------------------------------------------| PP1152 PP1152 SUPERSEDED SURVEY CONTROL PP1152 PP1152 NAD 83(1996)- 44 51 37.60588(N) 093 22 59.36477(W) AD( ) 2 PP1152 ELLIP H (03/16/99) 235.54 (m) GP( ) 4 1 PP1152 NAD 83(1986)- 44 51 37.59982(N) 093 22 59.36096(W) AD( ) 2 PP1152 NAD 83(1986)- 44 51 37.59841(N) 093 22 59.36369(W) AD( ) 2 PP1152 NAD 27 - 44 51 37.72662(N) 093 22 58.54632(W) AD( ) 2 PP1152 NAVD 88 (06/15/91) 262.485 (m) 861.17 (f) UNKNOWN 2 0 PP1152 NGVD 29 (??/??/92) 262.430 (m) 860.99 (f) ADJ UNCH 2 0 PP1152 PP1152.Superseded values are not recommended for survey control. PP1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP1152.See file dsdata.txt to determine how the superseded data were derived. PP1152 PP1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6972867519(NAD 83) PP1152_MARKER: DE = TRAVERSE STATION DISK PP1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT PP1152_STAMPING: BUSH 1963 PP1152_MARK LOGO: MNDT PP1152_PROJECTION: PROJECTING 8 CENTIMETERS PP1152_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP1152+STABILITY: SURFACE MOTION PP1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP1152+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003 PP1152 PP1152 HISTORY - Date Condition Report By PP1152 HISTORY - 1963 MONUMENTED MNDT PP1152 HISTORY - 1970 GOOD MNDT PP1152 HISTORY - 1974 GOOD MNHD PP1152 HISTORY - 1987 GOOD USPSQD PP1152 HISTORY - 1988 GOOD USPSQD PP1152 HISTORY - 1991 GOOD MNDT PP1152 HISTORY - 19950105 GOOD MNDT PP1152 HISTORY - 19980831 GOOD MNDT PP1152 HISTORY - 20010331 GOOD NGS PP1152 HISTORY - 20031009 GOOD MNDT PP1152 PP1152 STATION DESCRIPTION PP1152 PP1152'DESCRIBED BY MN DEPT OF TRANSP 1963 (NGF) PP1152'THE STATION IS LOCATED NEAR THE NW CORNER OF THE CITY OF PP1152'BLOOMINGTON NEAR THE NE CORNER, SECTION 18, T116N, R21W NEAR THE PP1152'NORTH END OF THE WEST BUSH LAKE ROAD BRIDGE OVER FAI 494, ON PP1152'HIGHWAY R/W. PP1152' PP1152'STATION MARKS ARE STANDARD MHD DISKS STAMPED BUSH 1963. THE PP1152'SURFACE STATION MARK IS SET IN A 12 INCH ROUND CONCRETE MONUMENT PP1152'WHICH PROJECTS 0.3 FT. ABOVE THE SURFACE OF THE GROUND. THE PP1152'MARK IS 1.3 FT. WEST OF THE BACK OF THE CURB, 12.38 FT. NORTH PP1152'OF BRIDGE AND 2.1 FT. EAST OF R/W FENCE. THE UNDERGROUND STATION PP1152'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.0 FT. BELOW THE PP1152'SURFACE OF THE GROUND. PP1152' PP1152'REFERENCE MARK NO. 1, A STANDARD MHD DISK STAMPED BUSH NO. 1 PP1152'1963, IS SET FLUSH WITH THE BRIDGE CURB. THE MARK IS 2.3 FT. PP1152'SOUTH OF THE NORTH END OF BRIDGE IN THE NE CORNER OF BRIDGE PP1152'(NO. 9135). PP1152' PP1152'REFERENCE MARK NO. 2, A STANDARD MHD DISK STAMPED BUSH NO. 2 PP1152'1963, IS SET FLUSH WITH THE BRIDGE CURB. THE MARK IS 2.6 FT. PP1152'SOUTH OF THE NORTH END OF BRIDGE IN THE NW CORNER OF BRIDGE PP1152'(NO. 9135). PP1152' PP1152'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 22.70 FT. PP1152' PP1152'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. PP1152 PP1152 STATION RECOVERY (1970) PP1152 PP1152'RECOVERY NOTE BY MN DEPT OF TRANSP 1970 PP1152'IN BLOOMINGTON. PP1152'MARK IS LOCATED IN BLOOMINGTON, ABOUT 4.1 MILES WEST OF THE JUNCTION PP1152'OF FAI 494 AND FAI 35W IN BLOOMINGTON, 12 FEET NORTH OF THE NORTHWEST PP1152'CORNER OF BRIDGE NO. 9135, WEST BUSH LAKE ROAD OVER FAI 494, 17 FEET PP1152'WEST OF THE CENTERLINE OF WEST BLUSH LAKE ROAD, 66 FEET SOUTH OF THE PP1152'NORTH FRONTAGE ROAD, 1 FOOT WEST OF THE WEST CURB OF WEST BUSH LAKE PP1152'ROAD, IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 3 PP1152'INCHES ABOVE THE GROUND. NE 1/4 SECTION 18, T 116N, R 21W. PP1152 PP1152 STATION RECOVERY (1974) PP1152 PP1152'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (WC) PP1152'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. PP1152' PP1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLOOMINGTON PP1152 PP1152 STATION RECOVERY (1987) PP1152 PP1152'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAK) PP1152'RECOVERED IN GOOD CONDITION. PP1152 PP1152 STATION RECOVERY (1988) PP1152 PP1152'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAA) PP1152'RECOVERED IN GOOD CONDITION. PP1152 PP1152 STATION RECOVERY (1991) PP1152 PP1152'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) PP1152'THE MARK WAS RECOVER IN GOOD CONDITION AS DESCRIBED. (KNB) PP1152 PP1152 STATION RECOVERY (1995) PP1152 PP1152'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) PP1152'RECOVERED BY MNDT 1988. THE STATION MARK WAS RECOVERED IN GOOD PP1152'CONDITION AS DESCRIBED IN 1963. REFERENCE MARK NUMBER 1 AND REFERENCE PP1152'MARK NUMBER 2 WERE DESTROYED BY BRIDGE CONSTRUCTION. REFERENCE MARK PP1152'NUMBER 3 AND REFERENCE MARK NUMBER 4 WERE ESTABLISHED AT THIS TIME. PP1152'ADDITIONS OR CORRECTIONS TO THE DESCRIPTION FOLLOW. THE STATION MARK PP1152'IS 2.8 FEET (0.9 M) NORTH OF A STEEL WITNESS POST. REFERENCE MARK PP1152'NUMBER 3, A STANDARD MNDT ALUMINUM REFERENCE MARK DISK STAMPED---BUSH PP1152'NO 3 1963 1988---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE PP1152'CONCRETE RAILING ON THE EAST SIDE OF THE BRIDGE AND AT THE NORTHEAST PP1152'CORNER OF THE BRIDGE. THE MARK IS 17.7 FEET (5.4 M) EAST OF THE PP1152'CENTERLINE OF WEST BUSH LAKE ROAD AND 34.1 FEET (10.4 M) PP1152'EAST-SOUTHEAST OF A STEEL WITNESS POST NEAR THE STATION MARK. PP1152'REFERENCE MARK NUMBER 4, A STANDARD MNDT ALUMINUM REFERENCE MARK DISK PP1152'STAMPED---BUSH NO 4 1963 1988---, IS SET FLUSH IN A DRILL HOLE IN THE PP1152'TOP OF THE CONCRETE RAILING ON THE WEST SIDE OF THE BRIDGE AND AT THE PP1152'NORTHWEST CORNER OF THE BRIDGE. THE MARK IS 17.6 FEET (5.4 M) WEST OF PP1152'THE CENTERLINE OF WEST BUSH LAKE ROAD AND 10.4 FEET (3.2 M) PP1152'SOUTH-SOUTHWEST OF A STEEL WITNESS POST NEAR THE STATION MARK. A PP1152'MAGNET IN THE DISKS MAKES REFERENCE MARK NUMBER 3 AND REFERENCE MARK PP1152'NUMBER 4 MAGNETIC. RECOVERED BY MNDT 1991. THE MARK WAS RECOVERED IN PP1152'GOOD CONDITION AS DESCRIBED IN 1963 AND THE 1988 RECOVERY NOTE. PP1152'RECOVERED BY MNDT 1995. THE MARK WAS RECOVERED IN GOOD CONDITION AS PP1152'DESCRIBED IN 1963 AND THE 1988 RECOVERY NOTE. PP1152 PP1152 STATION RECOVERY (1998) PP1152 PP1152'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS) PP1152'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE PP1152'MARK PROJECTS 3 IN, IS MAGNETIC AND SUITABLE FOR GPS. RM 3 AND RM 4 PP1152'WERE RECOVERED IN GOOD CONDITION. PP1152 PP1152 STATION RECOVERY (2001) PP1152 PP1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) PP1152'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. PP1152 PP1152 STATION RECOVERY (2003) PP1152 PP1152'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK) PP1152'THE MARK IS LOCATED IN NORTHWEST PART OF BLOOMINGTON, AT NORTH END OF PP1152'WEST BUSH LAKE ROAD BRIDGE OVER INTERSTATE 494. THE MARK IS 1.3 FEET PP1152'WEST OF BACK OF CURB, 12.38 FEET NORTH OF BRIDGE, 0.5 FOOT SOUTH OF PP1152'WITNESS POST, 33.77 FEET WEST-NORTHWEST OF REFERENCE MARK 3, 15.03 PP1152'FEET NORTH OF REFERENCE MARK 4. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE3028 *********************************************************************** AE3028 DESIGNATION - CLASSEN AZ MK AE3028 PID - AE3028 AE3028 STATE/COUNTY- MN/HENNEPIN AE3028 USGS QUAD - EXCELSIOR (1997) AE3028 AE3028 *CURRENT SURVEY CONTROL AE3028 ___________________________________________________________________ AE3028* NAD 83(1996)- 44 59 22.81759(N) 093 36 26.01327(W) ADJUSTED AE3028* NAVD 88 - 302.207 (meters) 991.49 (feet) ADJUSTED AE3028 ___________________________________________________________________ AE3028 X - -284,293.793 (meters) COMP AE3028 Y - -4,509,644.765 (meters) COMP AE3028 Z - 4,486,731.203 (meters) COMP AE3028 LAPLACE CORR- 5.30 (seconds) DEFLEC99 AE3028 ELLIP HEIGHT- 275.11 (meters) (04/01/05) GPS OBS AE3028 GEOID HEIGHT- -27.11 (meters) GEOID03 AE3028 DYNAMIC HT - 302.194 (meters) 991.45 (feet) COMP AE3028 MODELED GRAV- 980,564.9 (mgal) NAVD 88 AE3028 AE3028 HORZ ORDER - FIRST AE3028 VERT ORDER - SECOND CLASS I AE3028 ELLP ORDER - FOURTH CLASS I AE3028 AE3028.The horizontal coordinates were established by GPS observations AE3028.and adjusted by the MN DEPT OF TRANSP in April 2005. AE3028 AE3028.The orthometric height was determined by differential leveling AE3028.and adjusted by the National Geodetic Survey in December 1997. AE3028 AE3028.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3028 AE3028.The Laplace correction was computed from DEFLEC99 derived deflections. AE3028 AE3028.The ellipsoidal height was determined by GPS observations AE3028.and is referenced to NAD 83. AE3028 AE3028.The geoid height was determined by GEOID03. AE3028 AE3028.The dynamic height is computed by dividing the NAVD 88 AE3028.geopotential number by the normal gravity value computed on the AE3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE3028.degrees latitude (g = 980.6199 gals.). AE3028 AE3028.The modeled gravity was interpolated from observed gravity values. AE3028 AE3028; North East Units Scale Factor Converg. AE3028;SPC MN S - 321,153.417 830,973.147 MT 0.99995832 +0 16 31.1 AE3028;UTM 15 - 4,981,982.371 452,132.711 MT 0.99962817 -0 25 45.5 AE3028 AE3028! - Elev Factor x Scale Factor = Combined Factor AE3028!SPC MN S - 0.99995687 x 0.99995832 = 0.99991519 AE3028!UTM 15 - 0.99995687 x 0.99962817 = 0.99958505 AE3028 AE3028 SUPERSEDED SURVEY CONTROL AE3028 AE3028 NAVD 88 (04/01/05) 302.21 (m) 991.5 (f) LEVELING 3 AE3028 AE3028.Superseded values are not recommended for survey control. AE3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3028.See file dsdata.txt to determine how the superseded data were derived. AE3028 AE3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5213381982(NAD 83) AE3028_MARKER: DZ = AZIMUTH MARK DISK AE3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3028_STAMPING: CLASSEN 1956 AE3028_MARK LOGO: CGS AE3028_PROJECTION: PROJECTING 15 CENTIMETERS AE3028_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3028+STABILITY: SURFACE MOTION AE3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3028+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004 AE3028 AE3028 HISTORY - Date Condition Report By AE3028 HISTORY - 1956 MONUMENTED CGS AE3028 HISTORY - 1985 GOOD MNDT AE3028 HISTORY - 20031009 GOOD MNDT AE3028 HISTORY - 20040831 GOOD MNDT AE3028 AE3028 STATION DESCRIPTION AE3028 AE3028'DESCRIBED BY MN DEPT OF TRANSP 1985 (EGS) AE3028'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF THE CITY OF AE3028'MAPLE PLAIN, IN THE NORTHEAST 1/4 OF SECTION 32, T118N, R23W, 2.65 AE3028'MILES EAST ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD AE3028'83 IN MAPLE PLAIN AND 0.7 MILE EAST OF ITS JUNCTION WITH TRUNK HIGHWAY AE3028'101, 63 FEET NORTH OF THE CENTER OF HIGHWAY 12, 19 FEET NORTH OF A AE3028'POWER POLE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, AND 1.0 FOOT AE3028'SOUTH OF A STEEL WITNESS POST. THE MARK, A STANDARD CGS AZIMUTH MARK AE3028'DISK STAMPED---CLASSEN 1956---, IS SET IN THE TOP OF A CONCRETE AE3028'MONUMENT AND PROJESTS 7 INCHES ABOVE THE GROUND. AE3028 AE3028 STATION RECOVERY (2003) AE3028 AE3028'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB) AE3028'1.5 MILES EAST-SOUTHEAST OF MAPLE PLAIN, 2.65 MILES EAST OF THE AE3028'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 83, THE MARK IS 0.75 MILE AE3028'EAST OF THE JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 12, 63 FEET AE3028'NORTH OF TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 12 MILEPOINT 149.25, 19 AE3028'FEET NORTH OF POWER POLE, 1 FOOT NORTH OF EAST-WEST FENCE, 1 FOOT AE3028'SOUTH OF WITNESS POST. AE3028 AE3028 STATION RECOVERY (2004) AE3028 AE3028'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (CB) AE3028'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC4943 *********************************************************************** AC4943 CBN - This is a Cooperative Base Network Control Station. AC4943 DESIGNATION - ELWELL AC4943 PID - AC4943 AC4943 STATE/COUNTY- MN/HENNEPIN AC4943 USGS QUAD - EXCELSIOR (1997) AC4943 AC4943 *CURRENT SURVEY CONTROL AC4943 ___________________________________________________________________ AC4943* NAD 83(1996)- 44 58 28.15991(N) 093 31 49.64599(W) ADJUSTED AC4943* NAVD 88 - 298.82 (meters) 980.4 (feet) LEVELING AC4943 ___________________________________________________________________ AC4943 X - -278,324.529 (meters) COMP AC4943 Y - -4,511,209.885 (meters) COMP AC4943 Z - 4,485,535.448 (meters) COMP AC4943 LAPLACE CORR- 2.45 (seconds) DEFLEC99 AC4943 ELLIP HEIGHT- 271.93 (meters) (01/15/97) GPS OBS AC4943 GEOID HEIGHT- -26.92 (meters) GEOID03 AC4943 AC4943 HORZ ORDER - B AC4943 VERT ORDER - THIRD ? AC4943 ELLP ORDER - FOURTH CLASS I AC4943 AC4943.The horizontal coordinates were established by GPS observations AC4943.and adjusted by the National Geodetic Survey in January 1997. AC4943 AC4943.The orthometric height was determined by differential leveling. AC4943.The vertical network tie was performed by a horz. field party for horz. AC4943.obs reductions. Reset procedures were used to establish the elevation. AC4943 AC4943.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4943 AC4943.The Laplace correction was computed from DEFLEC99 derived deflections. AC4943 AC4943.The ellipsoidal height was determined by GPS observations AC4943.and is referenced to NAD 83. AC4943 AC4943.The geoid height was determined by GEOID03. AC4943 AC4943; North East Units Scale Factor Converg. AC4943;SPC MN S - 319,498.175 837,036.557 MT 0.99995609 +0 19 44.8 AC4943;UTM 15 - 4,980,253.294 458,173.307 MT 0.99962151 -0 22 29.7 AC4943 AC4943! - Elev Factor x Scale Factor = Combined Factor AC4943!SPC MN S - 0.99995737 x 0.99995609 = 0.99991346 AC4943!UTM 15 - 0.99995737 x 0.99962151 = 0.99957889 AC4943 AC4943 SUPERSEDED SURVEY CONTROL AC4943 AC4943.No superseded survey control is available for this station. AC4943 AC4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5817380253(NAD 83) AC4943_MARKER: DH = HORIZONTAL CONTROL DISK AC4943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC4943_STAMPING: ELWELL 1990 AC4943_MARK LOGO: MNDT AC4943_PROJECTION: FLUSH AC4943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4943+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004 AC4943_ROD/PIPE-DEPTH: 6.1 meters AC4943 AC4943 HISTORY - Date Condition Report By AC4943 HISTORY - 1990 MONUMENTED MNDT AC4943 HISTORY - 19941129 GOOD MNDT AC4943 HISTORY - 19971222 GOOD MNDT AC4943 HISTORY - 19981124 GOOD MNDT AC4943 HISTORY - 20030623 GOOD MNDT AC4943 HISTORY - 20030904 GOOD MNDT AC4943 HISTORY - 20031009 GOOD MNDT AC4943 HISTORY - 20040831 GOOD MNDT AC4943 AC4943 STATION DESCRIPTION AC4943 AC4943'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AC4943'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED AT THE AC4943'WEST EDGE OF THE TOWN OF WAYZATA IN THE NE 1/4 OF SECTION 1, T117W, AC4943'R23W. TO REACH THE MARK FROM THE JCT OF TH 12 AND TH 101 NORTH, GO AC4943'WEST ON TH 12 FOR 1.2 MI (1.9 KM) TO TH 12 MP 153.75, THEN GO SW ON CO AC4943'RD 15 FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT. THE MARK, A DISK AC4943'SET ON TOP OF A 3/4 INCH BY 20 FT (6.1 M) DRIVEN ALUMINUM ROD, IS 3.9 AC4943'FT (1.2 M) ESE OF THE BACK OF THE CURB ON WB CO RD 15 OVER TH 12, 21.2 AC4943'FT (6.5 M) SSW OF THE SE COR OF THE BRDG, 53.8 FT (16.4 M) ENE OF AC4943'LIGHT STANDARD L 11, AND 10.0 FT (3.0 M) WNW OF A WIT POST. RECOVERED AC4943'AND DESCRIBED BY DAVID K. HERDER, AND TYPED BY M.P.P. AC4943 AC4943 STATION RECOVERY (1997) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH) AC4943'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. AC4943 AC4943 STATION RECOVERY (1998) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (MPP) AC4943'THE MARK WAS RECOVERED AS DESCRIBED. AC4943 AC4943 STATION RECOVERY (2003) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JPB) AC4943'RECOVERED AS DESCRIBED. AC4943 AC4943 STATION RECOVERY (2003) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAZ) AC4943'THE MARK IS LOCATED AT WEST EDGE OF WAYZATA, 1.2 MILES WEST ALONG AC4943'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD AC4943'101 NORTH TO TRUNK HIGHWAY 12 MILE POINT 153.75, THENCE 0.2 MILES AC4943'SOUTHWEST ON COUNTY ROAD 15. THE MARK IS 3.9 FEET EAST-SOUTHEAST OF AC4943'BACK OF CURB ON WEST BOUND COUNTY ROAD 15 OVER TRUNK HIGHWAY 12, 21.2 AC4943'FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF BRIDGE, 53.8 FEET AC4943'EAST-NORTHEAST OF LIGHT STANDARD NUMBER L 11, 10.0 FEET WEST-NORTHWEST AC4943'OF WITNESS POST AC4943 AC4943 STATION RECOVERY (2003) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK) AC4943'AT WEST EDGE OF WAYZATA, 1.2 MILES WEST ALONG TRUNK HIGHWAY 12 FROM AC4943'THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 101 NORTH TO TRUNK AC4943'HIGHWAY 12 MILE POINT 153.75, THEN 0.2 MILE SOUTHWEST ON COUNTY ROAD AC4943'15, 3.9 FEET EAST-SOUTHEAST OF BACK OF CURB ON WEST BOUND COUNTY ROAD AC4943'15 OVER TRUNK HIGHWAY 12, 21.2 FEET SOUTH-SOUTHWEST OF SOUTHEAST AC4943'CORNER OF BRIDGE, 53.8 FEET EAST-NORTHEAST OF LIGHT STANDARD NUMBER L AC4943'11, 10 FEET WEST-NORTHWEST OF WITNESS POST. AC4943 AC4943 STATION RECOVERY (2004) AC4943 AC4943'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (CB) AC4943'AT WEST EDGE OF WAYZATA, 1.2 MILES WEST ALONG TRUNK HIGHWAY 12 FROM TH AC4943'E JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 101 NORTH TO TRUNK HIGH AC4943'WAY 12 MILE POINT 153.75, THEN 0.2 MILE SOUTHWEST ON COUNTY ROAD 15, 3 AC4943'.9 FEET EAST-SOUTHEAST OF BACK OF CURB ON WEST BOUND COUNTY ROAD 15 OV AC4943'ER TRUNK HIGHWAY 12, 21.2 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF AC4943'BRIDGE, 53.8 FEET EAST-NORTHEAST OF LIGHT STANDARD NUMBER L 11, 10 FEE AC4943'T WEST-NORTHWEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE5180 *********************************************************************** AE5180 DESIGNATION - GALPIN AE5180 PID - AE5180 AE5180 STATE/COUNTY- MN/HENNEPIN AE5180 USGS QUAD - EXCELSIOR (1997) AE5180 AE5180 *CURRENT SURVEY CONTROL AE5180 ___________________________________________________________________ AE5180* NAD 83(1986)- 44 53 56. (N) 093 34 00. (W) SCALED AE5180* NAVD 88 - 290.027 (meters) 951.53 (feet) ADJUSTED AE5180 ___________________________________________________________________ AE5180 GEOID HEIGHT- -26.75 (meters) GEOID03 AE5180 DYNAMIC HT - 290.023 (meters) 951.52 (feet) COMP AE5180 MODELED GRAV- 980,591.6 (mgal) NAVD 88 AE5180 AE5180 VERT ORDER - SECOND CLASS I AE5180 AE5180.The horizontal coordinates were scaled from a topographic map and have AE5180.an estimated accuracy of +/- 6 seconds. AE5180 AE5180.The orthometric height was determined by differential leveling AE5180.and adjusted by the National Geodetic Survey in November 1999. AE5180 AE5180.The geoid height was determined by GEOID03. AE5180 AE5180.The dynamic height is computed by dividing the NAVD 88 AE5180.geopotential number by the normal gravity value computed on the AE5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5180.degrees latitude (g = 980.6199 gals.). AE5180 AE5180.The modeled gravity was interpolated from observed gravity values. AE5180 AE5180; North East Units Estimated Accuracy AE5180;SPC MN S - 311,080. 834,230. MT (+/- 180 meters Scaled) AE5180 AE5180 SUPERSEDED SURVEY CONTROL AE5180 AE5180.No superseded survey control is available for this station. AE5180 AE5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK552718(NAD 83) AE5180_MARKER: DH = HORIZONTAL CONTROL DISK AE5180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE5180_STAMPING: GALPIN 1990 AE5180_MARK LOGO: MNDT AE5180_PROJECTION: FLUSH AE5180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE5180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5180+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004 AE5180_ROD/PIPE-DEPTH: 5.5 meters AE5180 AE5180 HISTORY - Date Condition Report By AE5180 HISTORY - 1990 MONUMENTED MNDT AE5180 HISTORY - 19950410 GOOD MNDT AE5180 HISTORY - 20041116 GOOD MNDT AE5180 AE5180 STATION DESCRIPTION AE5180 AE5180'DESCRIBED BY MN DEPT OF TRANSP 1995 (HTS) AE5180'RECOVERED AS DESCRIBED. AT EXCELSIOR, 0.75 MI (1.21 KM) EAST ON TH 7 AE5180'FROM JCT OF TH 7 AND TH 41, AT TH 7 MP 182.8, 300 FT (91.4 M) SE OF AE5180'OLD SCHOOL, 62 FT (18.9 M) NNW OF WB TH 7, 59.0 FT (18.0 M) SE OF AE5180'P-POLE NO 91 (SOUTH 1 OF 2 POLES) , 38.8 FT (11.8 M) SE OF END OF AE5180'CHAIN LINK FENCE, 6.1 FT (1.9 M) NNW OF WIT POST. NOTE - RECOVERED IN AE5180'GOOD CONDITION IN 1992. AE5180 AE5180 STATION RECOVERY (2004) AE5180 AE5180'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MRX) AE5180'AT EXCELSIOR, 0.75 MILE EAST ON TRUNK HIGHWAY 7 FROM THE JUNCTION OF AE5180'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41, AT TRUNK HIGHWAY 7 MILE POINT AE5180'182.8, 300 FEET SOUTHEAST OF OLD SCHOOL, 62 FEET NORTH-NORTHWEST OF AE5180'WEST BOUND TRUNK HIGHWAY 7, 59.0 FEET SOUTHEAST OF POWER POLE 91 AE5180'(SOUTH 1 OF 2 POLES), 41.8 FEET EAST OF CATCH BASIN IN PARKING LOT AE5180'TURN AROUND, 0.6 FOOT NORTH-NORTHWEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC4947 *********************************************************************** AC4947 CBN - This is a Cooperative Base Network Control Station. AC4947 DESIGNATION - GEP A AC4947 PID - AC4947 AC4947 STATE/COUNTY- MN/HENNEPIN AC4947 USGS QUAD - MINNEAPOLIS NORTH (1993) AC4947 AC4947 *CURRENT SURVEY CONTROL AC4947 ___________________________________________________________________ AC4947* NAD 83(1996)- 45 03 42.75876(N) 093 21 34.85993(W) ADJUSTED AC4947* NAVD 88 - 264.3 (meters) 867. (feet) GPS OBS AC4947 ___________________________________________________________________ AC4947 X - -264,473.322 (meters) COMP AC4947 Y - -4,505,137.042 (meters) COMP AC4947 Z - 4,492,376.149 (meters) COMP AC4947 LAPLACE CORR- 0.76 (seconds) DEFLEC99 AC4947 ELLIP HEIGHT- 237.17 (meters) (01/15/97) GPS OBS AC4947 GEOID HEIGHT- -27.14 (meters) GEOID03 AC4947 AC4947 HORZ ORDER - B AC4947 ELLP ORDER - FOURTH CLASS I AC4947 AC4947.This mark is at Crystal Airport (MIC) AC4947 AC4947.The horizontal coordinates were established by GPS observations AC4947.and adjusted by the National Geodetic Survey in January 1997. AC4947 AC4947.The orthometric height was determined by GPS observations and a AC4947.high-resolution geoid model. AC4947 AC4947.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4947 AC4947.The Laplace correction was computed from DEFLEC99 derived deflections. AC4947 AC4947.The ellipsoidal height was determined by GPS observations AC4947.and is referenced to NAD 83. AC4947 AC4947.The geoid height was determined by GEOID03. AC4947 AC4947; North East Units Scale Factor Converg. AC4947;SPC MN S - 329,300.639 850,430.538 MT 0.99996986 +0 26 55.7 AC4947;UTM 15 - 4,989,887.156 471,681.982 MT 0.99960986 -0 15 16.6 AC4947 AC4947! - Elev Factor x Scale Factor = Combined Factor AC4947!SPC MN S - 0.99996282 x 0.99996986 = 0.99993268 AC4947!UTM 15 - 0.99996282 x 0.99960986 = 0.99957269 AC4947 AC4947 SUPERSEDED SURVEY CONTROL AC4947 AC4947.No superseded survey control is available for this station. AC4947 AC4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7168289887(NAD 83) AC4947_MARKER: I = METAL ROD AC4947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC4947_STAMPING: GEP A 1995 AC4947_MARK LOGO: MNDT AC4947_PROJECTION: RECESSED 8 CENTIMETERS AC4947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4947+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AC4947_ROD/PIPE-DEPTH: 14.6 meters AC4947 AC4947 HISTORY - Date Condition Report By AC4947 HISTORY - 1995 MONUMENTED MNDT AC4947 HISTORY - 20030903 GOOD MNDT AC4947 HISTORY - 20031019 GOOD MNDT AC4947 AC4947 STATION DESCRIPTION AC4947 AC4947'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC4947'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC4947'LOCATED IN THE CITY OF CRYSTAL AT WEST EDGE OF THE AIRPORT, IN THE NW AC4947'1/4 OF SECTION 4, T118N, R21W. TO REACH THE MARK FROM THE JCT OF FAI AC4947'694 AND CO RD 81, GO SSE FOR 1.2 MI (1.9 KM) ON CO RD 81, THEN GO EAST AC4947'ON 60TH AV NORTH FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT. THE AC4947'MARK IS 100 FT (30.5 M) EAST OF THE EXTENDED CENTER OF DOUGLAS DR AC4947'NORTH, 27 FT (8.2 M) SOUTH OF THE EXTENDED CENTER OF 60TH AVE NORTH, AC4947'95.4 FT (29.1 M) SE OF A FIRE HYDRANT, 6 FT (1.8 M) NORTH OF A FENCE, AC4947'13.7 FT (4.2 M) WNW OF A FENCE COR, AND 5.8 FT (1.8 M) NNW OF A WIT AC4947'POST. THE DATUM POINT IS A PUNCH MARK ON THE TOP OF A DRIVEN 1/2 INCH AC4947'DIAMETER BY 48 FT (14.6 M) LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 AC4947'M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM POINT IS THROUGH A AC4947'5 INCH LOGO CAP WHICH IS SET IN CONCRETE, FLUSH WITH THE SURFACE OF AC4947'THE GROUND, STAMPED---GEP A 1995---, AND SET ON TOP OF A 5 INCH AC4947'DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND. A AC4947'METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC. AC4947'DESCRIBED BY JAMES E. MAGOON AND TYPED BY G.W.O. AC4947 AC4947 STATION RECOVERY (2003) AC4947 AC4947'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAZ) AC4947'THE MARK IS LOCATED IN CRYSTAL, AT WEST EDGE OF CRYSTAL AIRPORT, 1.2 AC4947'MILES SOUTH-SOUTHEAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF AC4947'INTERSTATE 694 AND COUNTY ROAD 81 THEN 0.15 MILES EAST ON 60TH AVENUE AC4947'NORTH. THE MARK IS 100 FEET EAST OF EXTENDED CENTER OF DOUGLAS DRIVE AC4947'NORTH, 27 FEET SOUTH OF EXTENDED CENTER OF 60TH AVENUE NORTH, 95.4 AC4947'FEET SOUTHEAST OF FIRE HYDRANT, 13.7 FEET WEST-NORTHWEST OF FENCE AC4947'CORNER, 6.0 FEET NORTH OF FENCE, 5.8 FEET NORTH-NORTHWEST OF WITNESS AC4947'POST. AC4947 AC4947 STATION RECOVERY (2003) AC4947 AC4947'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS) AC4947'THE MARK IS LOCATED IN CRYSTAL, AT WEST EDGE OF CRYSTAL AIRPORT, 1.2 AC4947'MILES SOUTH-SOUTHEAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF TRUNK AC4947'HIGHWAY 694 AND COUNTY ROAD 81 THEN 0.15 MILE EAST ON 60TH AVENUE. AC4947'THE MARK IS 100 FEET EAST OF EXTENDED CENTER OF DOUGLAS DRIVE, 27 FEET AC4947'SOUTH OF EXTENDED CENTER OF 60TH AVENUE, 95.4 FEET SOUTHEAST OF FIRE AC4947'HYDRANT, 13.7 FEET WEST-NORTHWEST OF FENCE CORNER, 6 FEET NORTH OF AC4947'FENCE, 5.8 FEET NORTH-NORTHWEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AH3117 *********************************************************************** AH3117 DESIGNATION - MERG AH3117 PID - AH3117 AH3117 STATE/COUNTY- MN/HENNEPIN AH3117 USGS QUAD - ANOKA (1993) AH3117 AH3117 *CURRENT SURVEY CONTROL AH3117 ___________________________________________________________________ AH3117* NAD 83(1996)- 45 08 14.11067(N) 093 23 33.89073(W) ADJUSTED AH3117* NAVD 88 - 268.766 (meters) 881.78 (feet) ADJUSTED AH3117 ___________________________________________________________________ AH3117 X - -266,722.099 (meters) COMP AH3117 Y - -4,499,063.144 (meters) COMP AH3117 Z - 4,498,292.196 (meters) COMP AH3117 LAPLACE CORR- 5.09 (seconds) DEFLEC99 AH3117 ELLIP HEIGHT- 241.21 (meters) (03/16/99) GPS OBS AH3117 GEOID HEIGHT- -27.56 (meters) GEOID03 AH3117 DYNAMIC HT - 268.753 (meters) 881.73 (feet) COMP AH3117 MODELED GRAV- 980,563.8 (mgal) NAVD 88 AH3117 AH3117 HORZ ORDER - FIRST AH3117 VERT ORDER - SECOND CLASS I AH3117 ELLP ORDER - FOURTH CLASS I AH3117 AH3117.The horizontal coordinates were established by GPS observations AH3117.and adjusted by the National Geodetic Survey in March 1999. AH3117 AH3117.The orthometric height was determined by differential leveling AH3117.and adjusted by the National Geodetic Survey in October 1999. AH3117.No vertical observational check was made to the station. AH3117 AH3117.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH3117 AH3117.The Laplace correction was computed from DEFLEC99 derived deflections. AH3117 AH3117.The ellipsoidal height was determined by GPS observations AH3117.and is referenced to NAD 83. AH3117 AH3117.The geoid height was determined by GEOID03. AH3117 AH3117.The dynamic height is computed by dividing the NAVD 88 AH3117.geopotential number by the normal gravity value computed on the AH3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH3117.degrees latitude (g = 980.6199 gals.). AH3117 AH3117.The modeled gravity was interpolated from observed gravity values. AH3117 AH3117; North East Units Scale Factor Converg. AH3117;SPC MN S - 337,657.103 847,764.272 MT 0.99998362 +0 25 32.3 AH3117;UTM 15 - 4,998,272.668 469,119.488 MT 0.99961173 -0 16 42.2 AH3117 AH3117! - Elev Factor x Scale Factor = Combined Factor AH3117!SPC MN S - 0.99996218 x 0.99998362 = 0.99994580 AH3117!UTM 15 - 0.99996218 x 0.99961173 = 0.99957393 AH3117 AH3117 SUPERSEDED SURVEY CONTROL AH3117 AH3117 NAD 83(1986)- 45 08 14.10524(N) 093 23 33.88401(W) AD( ) 1 AH3117 NAVD 88 (09/25/98) 268.77 (m) 881.8 (f) LEVELING 3 AH3117 AH3117.Superseded values are not recommended for survey control. AH3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH3117.See file dsdata.txt to determine how the superseded data were derived. AH3117 AH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6911998273(NAD 83) AH3117_MARKER: DH = HORIZONTAL CONTROL DISK AH3117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AH3117_STAMPING: MERG 1990 AH3117_MARK LOGO: MNDT AH3117_PROJECTION: FLUSH AH3117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AH3117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH3117+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004 AH3117_ROD/PIPE-DEPTH: 5.5 meters AH3117 AH3117 HISTORY - Date Condition Report By AH3117 HISTORY - 1990 MONUMENTED MNDT AH3117 HISTORY - 19901117 GOOD MNDT AH3117 HISTORY - 19920416 GOOD MNDT AH3117 HISTORY - 20040606 GOOD USPSQD AH3117 AH3117 STATION DESCRIPTION AH3117 AH3117'DESCRIBED BY MN DEPT OF TRANSP 1990 (MRX) AH3117'THE MARK IS LOCATED AT BROOKLYN PARK, IN SOUTHWEST QUADRANT OF THE AH3117'JUNCTION OF TRUNK HIGHWAY 169 AND 101ST AVENUE NORTH. THE MARK IS AH3117'87.5 FEET WEST OF TRUNK HIGHWAY 169, 149.5 FEET SOUTH OF 101ST AVENUE AH3117'NORTH, 103.2 FEET SOUTH OF POWER POLE 92, 12.0 FEET EAST OF WITNESS AH3117'POST. AH3117 AH3117 STATION RECOVERY (1992) AH3117 AH3117'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) AH3117'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED IN AH3117'BROOKLYN PARK IN THE NW 1/4 OF SECTION 7 ,T119N, R21W. THE MARK IS IN AH3117'THE SW QUADRANT OF THE JCT OF TH 169 AND 101ST AVE NORTH. THE MARK, A AH3117'DISK SET ON A DRIVEN ALUMINUM ROD, IS 87.5 FT (26.7 M) WEST OF TH 169, AH3117'149.5 FT (45.6 M) SOUTH OF 101ST AVE NORTH, 103.2 FT (31.5 M) SOUTH OF AH3117'P-POLE NO 92, AND 4.0 FT (1.2 M) SOUTH OF A WIT POST. RECOVERED AND AH3117'DESCRIBED BY DAVID K. HERDER, TYPED BY J.E.M. AH3117 AH3117 STATION RECOVERY (2004) AH3117 AH3117'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH) AH3117'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC4950 *********************************************************************** AC4950 CBN - This is a Cooperative Base Network Control Station. AC4950 DESIGNATION - MSP A AC4950 PID - AC4950 AC4950 STATE/COUNTY- MN/HENNEPIN AC4950 USGS QUAD - ST PAUL WEST (1993) AC4950 AC4950 *CURRENT SURVEY CONTROL AC4950 ___________________________________________________________________ AC4950* NAD 83(1996)- 44 53 46.53081(N) 093 13 23.29999(W) ADJUSTED AC4950* NAVD 88 - 258.6 (meters) 848. (feet) GPS OBS AC4950 ___________________________________________________________________ AC4950 X - -254,467.440 (meters) COMP AC4950 Y - -4,518,740.253 (meters) COMP AC4950 Z - 4,479,352.264 (meters) COMP AC4950 LAPLACE CORR- -4.73 (seconds) DEFLEC99 AC4950 ELLIP HEIGHT- 231.46 (meters) (01/15/97) GPS OBS AC4950 GEOID HEIGHT- -27.14 (meters) GEOID03 AC4950 AC4950 HORZ ORDER - B AC4950 ELLP ORDER - FOURTH CLASS I AC4950 AC4950.This mark is at Minneapolis-St Paul Intl (WOLD-CHAMBERLA Airport (MSP) AC4950 AC4950.The horizontal coordinates were established by GPS observations AC4950.and adjusted by the National Geodetic Survey in January 1997. AC4950 AC4950.The orthometric height was determined by GPS observations and a AC4950.high-resolution geoid model. AC4950 AC4950.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4950 AC4950.The Laplace correction was computed from DEFLEC99 derived deflections. AC4950 AC4950.The ellipsoidal height was determined by GPS observations AC4950.and is referenced to NAD 83. AC4950 AC4950.The geoid height was determined by GEOID03. AC4950 AC4950; North East Units Scale Factor Converg. AC4950;SPC MN S - 310,990.029 861,359.220 MT 0.99994575 +0 32 40.3 AC4950;UTM 15 - 4,971,450.361 482,381.535 MT 0.99960382 -0 09 27.0 AC4950 AC4950! - Elev Factor x Scale Factor = Combined Factor AC4950!SPC MN S - 0.99996371 x 0.99994575 = 0.99990946 AC4950!UTM 15 - 0.99996371 x 0.99960382 = 0.99956755 AC4950 AC4950 SUPERSEDED SURVEY CONTROL AC4950 AC4950.No superseded survey control is available for this station. AC4950 AC4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8238271450(NAD 83) AC4950_MARKER: I = METAL ROD AC4950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC4950_STAMPING: MSP A 1995 AC4950_MARK LOGO: MNDT AC4950_PROJECTION: FLUSH AC4950_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4950+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004 AC4950_ROD/PIPE-DEPTH: 18.3 meters AC4950_SLEEVE-DEPTH : 0.9 meters AC4950 AC4950 HISTORY - Date Condition Report By AC4950 HISTORY - 1995 MONUMENTED MNDT AC4950 HISTORY - 20031112 GOOD MNDT AC4950 HISTORY - 20040414 GOOD MNDT AC4950 HISTORY - 20040712 GOOD MNDT AC4950 AC4950 STATION DESCRIPTION AC4950 AC4950'DESCRIBED BY MN DEPT OF TRANSP 1995 (GWO) AC4950'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC4950'LOCATED IN THE CITY OF MINNEAPOLIS ON NORTH SIDE OF AIRPORT, IN THE SW AC4950'1/4 OF SECTION 19, T28N, R23W. TO REACH THE MARK FROM THE JCT OF TH AC4950'62 AND TH 77 IN MINNEAPOLIS, GO EAST ON TH 62 FOR 1.2 MI (1.9 KM) TO AC4950'TH 62 MP 114.9 AND THE 34TH AVE EXIT, THEN GO WEST FOR 0.1 MI (0.2 KM) AC4950'ON THE FRONTAGE RD, THEN GO SOUTH ON 34TH AV FOR 0.05 MI (0.08 KM) TO AC4950'THE AIRPORT FENCE AND THE MARK ON THE RIGHT. THE DATUM POINT IS A AC4950'PUNCH MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 60 FT (18.3 M) AC4950'LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) STABILIZER SLEEVE. AC4950'ACCESS TO THE MARK IS THROUGH A 5 INCH DIAMETER ALUMINUM ACCESS COVER, AC4950'STAMPED---MSP A 1995---, SET IN CONCRETE FLUSH WITH THE SURFACE OF THE AC4950'GROUND ON TOP OF A 5 INCH BY 20 INCH PVC PLASTIC PIPE FILLED WITH AC4950'SILICA SAND. A RR SPIKE PLACED IN THE SILICA SAND MAKES THE MARK AC4950'MAGNETIC. THE MARK IS 30 FT (9.1 M) WEST OF 34TH AV, 10 FT (3.0 M) AC4950'EAST OF A FENCE, 31.3 FT (9.5 M) NORTH OF A FENCE, 38.7 FT (11.8 M) AC4950'SSE OF A HYDRANT, 18.7 FT (5.7 M) NW OF A WATER VALVE PIT, 19.4 FT AC4950'(5.9 M) WEST OF A CURB, 41.5 FT (12.6 M) NW OF A GATE POST, AND 9.9 FT AC4950'(3.0 M) EAST OF A WIT POST. DESCRIBED BY GREGORY W. OBERN, TYPED BY AC4950'J.E.M. AC4950 AC4950 STATION RECOVERY (2003) AC4950 AC4950'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK) AC4950'AT MINNEAPOLIS-ST PAUL INTERNATIONAL AIRPORT, 1.2 MILES EAST ALONG TRU AC4950'NK HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 77 AND TRUNK HIGHWAY 62 I AC4950'N MINNEAPOLIS TO TRUNK HIGHWAY 62 MILEPOINT 114.9 AND 34TH AVENUE EXIT AC4950', THEN 0.1 MILE WEST ON FRONTAGE ROAD, THEN 0.05 MILE SOUTH ON 34TH AV AC4950'E, 30 FEET WEST OF 34TH AVENUE SOUTH, 41.5 FEET NORTHWEST OF GATE POST AC4950', 38.7 FEET SOUTH-SOUTHEAST OF FIRE HYDRANT, 31.3 FEET NORTH OF FENCE, AC4950'19.4 FEET WEST OF CURB, 18.7 FEET NORTHWEST OF WATER VALVE PIT, 10 FE AC4950'ET EAST OF FENCE, 9.9 FEET EAST OF WITNESS POST AC4950 AC4950 STATION RECOVERY (2004) AC4950 AC4950'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) AC4950'IN MINNEAPOLIS, AT MINNEAPOLIS-ST PAUL INTERNATIONAL AIRPORT, 1.2 AC4950'MILES EAST ALONG TRUNK HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 77 AC4950'AND TRUNK HIGHWAY 62 IN MINNEAPLOIS TO TRUNK HIGHWAY 62 MILEPOINT AC4950'114.9 AND 34TH AVENUE EXIT THEN 0.1 MILES WEST ON FRONTAGE ROAD THEN AC4950'0.05 MILES SOUTH ON 34TH AVE, 30 FEET WEST OF 34TH AVENUE SOUTH, 41.5 AC4950'FEET NORTHWEST OF GATE POST, 38.7 FEET SOUTH-SOUTHEAST OF FIRE AC4950'HYDRANT, 31.3 FEET NORTH OF FENCE, 19.4 FEET WEST OF CURB, 18.7 FEET AC4950'NORTHWEST OF WATER VALVE PIT, 10.0 FEET EAST OF FENCE, 9.9 FEET EAST AC4950'OF WITNESS POST, STATION IS A DRIVEN STAINLESS STEEL ROD WITH LOGO CAP AC4950 AC4950 STATION RECOVERY (2004) AC4950 AC4950'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH) AC4950'AT MINNEAPOLIS-ST PAUL INTERNATIONAL AIRPORT, 1.2 MILES EAST ALONG AC4950'TRUNK HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 77 AND TRUNK HIGHWAY AC4950'62 IN MINNEAPOLIS TO TRUNK HIGHWAY 62 MILEPOINT 114.9 AND 34TH AVENUE AC4950'EXIT THEN 0.1 MILE WEST ON FRONTAGE ROAD THEN 0.05 MILE SOUTH ON 34TH AC4950'AVE, 30 FEET WEST OF 34TH AVENUE SOUTH, 41.5 FEET NORTHWEST OF GATE AC4950'POST, 38.7 FEET SOUTH-SOUTHEAST OF FIRE HYDRANT, 31.3 FEET NORTH OF AC4950'FENCE, 19.4 FEET WEST OF CURB, 18.7 FEET NORTHWEST OF WATER VALVE PIT, AC4950'10 FEET EAST OF FENCE, 9.9 FEET EAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP1211 *********************************************************************** PP1211 DESIGNATION - OAKLAND PP1211 PID - PP1211 PP1211 STATE/COUNTY- MN/HENNEPIN PP1211 USGS QUAD - HOPKINS (1993) PP1211 PP1211 *CURRENT SURVEY CONTROL PP1211 ___________________________________________________________________ PP1211* NAD 83(1996)- 44 58 04.42507(N) 093 27 39.28355(W) ADJUSTED PP1211* NAVD 88 - 303.576 (meters) 995.98 (feet) ADJUSTED PP1211 ___________________________________________________________________ PP1211 LAPLACE CORR- -0.67 (seconds) DEFLEC99 PP1211 GEOID HEIGHT- -26.87 (meters) GEOID03 PP1211 DYNAMIC HT - 303.573 (meters) 995.97 (feet) COMP PP1211 MODELED GRAV- 980,596.0 (mgal) NAVD 88 PP1211 PP1211 HORZ ORDER - SECOND PP1211 VERT ORDER - SECOND CLASS 0 PP1211 PP1211.The horizontal coordinates were established by classical geodetic methods PP1211.and adjusted by the National Geodetic Survey in March 1999. PP1211 PP1211.The orthometric height was determined by differential leveling PP1211.and adjusted by the National Geodetic Survey in June 1991. PP1211 PP1211.The Laplace correction was computed from DEFLEC99 derived deflections. PP1211 PP1211.The geoid height was determined by GEOID03. PP1211 PP1211.The dynamic height is computed by dividing the NAVD 88 PP1211.geopotential number by the normal gravity value computed on the PP1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP1211.degrees latitude (g = 980.6199 gals.). PP1211 PP1211.The modeled gravity was interpolated from observed gravity values. PP1211 PP1211; North East Units Scale Factor Converg. PP1211;SPC MN S - 318,799.377 842,526.889 MT 0.99995515 +0 22 40.3 PP1211;UTM 15 - 4,979,487.366 463,652.795 MT 0.99961624 -0 19 32.6 PP1211 PP1211! - Elev Factor x Scale Factor = Combined Factor PP1211!SPC MN S - 0.99995662 x 0.99995515 = 0.99991177 PP1211!UTM 15 - 0.99995662 x 0.99961624 = 0.99957287 PP1211 PP1211: Primary Azimuth Mark Grid Az PP1211:SPC MN S - MIDWEST INDUSTRIAL PARK TANK 015 45 08.3 PP1211:UTM 15 - MIDWEST INDUSTRIAL PARK TANK 016 27 21.2 PP1211 PP1211|---------------------------------------------------------------------| PP1211| PID Reference Object Distance Geod. Az | PP1211| dddmmss.s | PP1211| PP1210 2785 L 319.203 METERS 00557 | PP1211| PP2724 OAKLAND RM 3 312.770 METERS 01011 | PP1211| PP2715 MIDWEST INDUSTRIAL PARK TANK APPROX. 3.4 KM 0160748.6 | PP1211| PP1212 2785 M 5.778 METERS 11327 | PP1211|---------------------------------------------------------------------| PP1211 PP1211 SUPERSEDED SURVEY CONTROL PP1211 PP1211 NAD 83(1986)- 44 58 04.42009(N) 093 27 39.27899(W) AD( ) 2 PP1211 NAD 27 - 44 58 04.55236(N) 093 27 38.44426(W) AD( ) 2 PP1211 NGVD 29 (??/??/92) 303.522 (m) 995.81 (f) ADJ UNCH 2 0 PP1211 PP1211.Superseded values are not recommended for survey control. PP1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP1211.See file dsdata.txt to determine how the superseded data were derived. PP1211 PP1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6365379487(NAD 83) PP1211_MARKER: DE = TRAVERSE STATION DISK PP1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP1211_SP_SET: CONCRETE MONUMENT PP1211_STAMPING: OAKLAND 1967 PP1211_MARK LOGO: MNDT PP1211_PROJECTION: RECESSED 8 CENTIMETERS PP1211_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP1211+STABILITY: SURFACE MOTION PP1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP1211+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990 PP1211 PP1211 HISTORY - Date Condition Report By PP1211 HISTORY - 1967 MONUMENTED MNDT PP1211 HISTORY - 1970 GOOD MNDT PP1211 HISTORY - 1974 GOOD MNHD PP1211 HISTORY - 1988 GOOD MNDT PP1211 HISTORY - 19901031 GOOD MNDT PP1211 PP1211 STATION DESCRIPTION PP1211 PP1211'DESCRIBED BY MN DEPT OF TRANSP 1967 (NGF) PP1211'THE STATION IS LOCATED IN THE VILLAGE OF MINNETONKA IN THE SW PP1211'1/4 OF SECTION 3, T117N, R22W NEAR THE SW CORNER OF THE OAKLAND PP1211'ROAD BRIDGE (BRIDGE NO. 9794) OVER F.A.I. 494. PP1211' PP1211'TO REACH THE STATION FROM THE JCT. OF F.A.I. 494 AND T.H. 12, PP1211'GO SOUTH ON F.A.I. 494 FOR 0.2 MILE TO THE OAKLAND ROAD BRIDGE PP1211'OVER F.A.I. 494. PP1211' PP1211'STATION MARKS ARE STANDARD MHD DISKS STAMPED OAKLAND 1967. THE PP1211'SURFACE STATION MARK IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT PP1211'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. THE MARK IS 19.5 FT. PP1211'SOUTH OF THE CENTERLINE OF OAKLAND ROAD, 18.0 FT. WEST OF THE PP1211'WEST END OF THE OAKLAND ROAD BRIDGE OVER F.A.I. 494, 17.3 FT PP1211'NNE OF A JOG IN THE R/W FENCE AND 17.3 FT. WEST OF A STEEL PP1211'WITNESS POST. THE UNDERGROUND STATION MARK IS SET IN AN PP1211'IRREGULAR MASS OF CONCRETE 4.0 FT. BELOW THE SURFACE OF THE PP1211'GROUND. PP1211' PP1211'REFERENCE MARK NO. 1, A STANDARD MHD BENCH MARK DISK STAMPED 2785 PP1211'L 1967, IS SET IN THE SE CORNER OF THE F.A.I. 494 SOUTH BOUND LANE PP1211'BRIDGE (BRIDGE NO. 9761) OVER T.H. 12. PP1211' PP1211'REFERENCE MARK NO. 2, A STANDARD MHD BENCH MARK DISK STAMPED PP1211'2785 M 1967, IS SET IN THE SW CORNER OF THE OAKLAND ROAD BRIDGE PP1211'(BRIDGE NO. 9794) OVER F.A.I. 494. PP1211' PP1211'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. PP1211 PP1211 STATION RECOVERY (1970) PP1211 PP1211'RECOVERY NOTE BY MN DEPT OF TRANSP 1970 PP1211'IN MINNETONKA. PP1211'MARK IS LOCATED 0.2 MILES SOUTH OF THE JUNCTION OF FAI 494 AND T.H. PP1211'12, 19.5 FEET SOUTH OF THE CENTERLINE OF OAKLAND ROAD, 18 FEET WEST OF PP1211'BRIDGE NO. 9794, OAKLAND ROAD OVER FAI 494, 17.3 FEET WEST OF A STEEL PP1211'WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. PP1211'SW 1/4 SECTION 3, T 117N, R 22W. PP1211 PP1211 STATION RECOVERY (1974) PP1211 PP1211'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO) PP1211'THE STATION MARK, REFERENCE MARK, REFERENCE MARK NUMBER 1 AND PP1211'REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD CONDITION AS PP1211'DESCRIBED. ADDITIONS AND CORRECTIONS FOLLOW-- PP1211' PP1211'THE STATION MARK IS 0.5 FEET ABOVE THE SURFACE OF THE ROAD. PP1211'A 3/4 INCH DIAMETER X 1.0 FOOT LONG IRON PIN WAS SET FLUSH ON PP1211'THE NORTH SIDE OF THE STATION MAKING THE MARK MAGNETIC. PP1211' PP1211'A NEW REFERENCE MARK, STAMPED OAKLAND NO. 3 1974, WAS SET IN A PP1211'12 INCH SQUARE CONCRETE MONUMENT NEAR THE SOUTHEAST CORNER OF PP1211'BRIDGE NO. 9762 (I-494 NB OVER T.H. 12). PP1211' PP1211'THE BEARING OF M.I.P. W.T. SHOULD BE CORRECTED TO READ NNE. PP1211' PP1211'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET. PP1211' PP1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MINNETONKA PP1211 PP1211 STATION RECOVERY (1988) PP1211 PP1211'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 PP1211'RECOVERED IN GOOD CONDITION. PP1211 PP1211 STATION RECOVERY (1990) PP1211 PP1211'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) PP1211'IN MINNETONKA, ABOUT 800 FEET SOUTH ALONG INTERSTATE 494 FROM THE PP1211'JUNCTION OF INTERSTATE 394 AND INTERSTATE 494, 19.5 FEET SOUTH OF PP1211'OAKLAND ROAD, 18.0 FEET WEST OF WEST END OF OAKLAND ROAD BRIDGE 9794, PP1211'1.5 FEET NORTH OF WITNESS POST, 19.00 FEET WEST OF REFERENCE MARK 2. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB9786 *********************************************************************** AB9786 CBN - This is a Cooperative Base Network Control Station. AB9786 DESIGNATION - SCHMITTY AB9786 PID - AB9786 AB9786 STATE/COUNTY- MN/HENNEPIN AB9786 USGS QUAD - MINNEAPOLIS SOUTH (1993) AB9786 AB9786 *CURRENT SURVEY CONTROL AB9786 ___________________________________________________________________ AB9786* NAD 83(1996)- 44 59 02.71972(N) 093 19 03.62686(W) ADJUSTED AB9786* NAVD 88 - 259.0 (meters) 850. (feet) GPS OBS AB9786 ___________________________________________________________________ AB9786 X - -261,523.794 (meters) COMP AB9786 Y - -4,511,431.327 (meters) COMP AB9786 Z - 4,486,261.899 (meters) COMP AB9786 LAPLACE CORR- -3.33 (seconds) DEFLEC99 AB9786 ELLIP HEIGHT- 231.99 (meters) (12/01/04) GPS OBS AB9786 GEOID HEIGHT- -27.02 (meters) GEOID03 AB9786 AB9786 HORZ ORDER - B AB9786 ELLP ORDER - FOURTH CLASS I AB9786 AB9786.The horizontal coordinates were established by GPS observations AB9786.and adjusted by the MN DEPT OF TRANSP in December 2004. AB9786 AB9786.The orthometric height was determined by GPS observations and a AB9786.high-resolution geoid model. AB9786 AB9786.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9786 AB9786.The Laplace correction was computed from DEFLEC99 derived deflections. AB9786 AB9786.The ellipsoidal height was determined by GPS observations AB9786.and is referenced to NAD 83. AB9786 AB9786.The geoid height was determined by GEOID03. AB9786 AB9786; North East Units Scale Factor Converg. AB9786;SPC MN S - 320,683.200 853,811.211 MT 0.99995749 +0 28 41.7 AB9786;UTM 15 - 4,981,231.952 474,955.491 MT 0.99960771 -0 13 28.4 AB9786 AB9786! - Elev Factor x Scale Factor = Combined Factor AB9786!SPC MN S - 0.99996363 x 0.99995749 = 0.99992112 AB9786!UTM 15 - 0.99996363 x 0.99960771 = 0.99957135 AB9786 AB9786: Primary Azimuth Mark Grid Az AB9786:SPC MN S - IDS MPLS NW MAST 103 38 29.4 AB9786:UTM 15 - IDS MPLS NW MAST 104 20 39.5 AB9786 AB9786|---------------------------------------------------------------------| AB9786| PID Reference Object Distance Geod. Az | AB9786| dddmmss.s | AB9786| AE9014 IDS MPLS NW MAST APPROX. 3.7 KM 1040711.1 | AB9786| AE9015 IDS MPLS SE MAST APPROX. 3.7 KM 1041543.0 | AB9786| AE9057 SCHMITTY RM 1 18.306 METERS 14103 | AB9786| AE9058 SCHMITTY RM 2 17.320 METERS 21929 | AB9786|---------------------------------------------------------------------| AB9786 AB9786 SUPERSEDED SURVEY CONTROL AB9786 AB9786 NAD 83(1986)- 44 59 02.71162(N) 093 19 03.62140(W) AD( ) 1 AB9786 NAD 83(1996)- 44 59 02.71891(N) 093 19 03.62678(W) AD( ) B AB9786 ELLIP H (01/15/97) 232.04 (m) GP( ) 4 1 AB9786 AB9786.Superseded values are not recommended for survey control. AB9786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB9786.See file dsdata.txt to determine how the superseded data were derived. AB9786 AB9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7495581232(NAD 83) AB9786_MARKER: DH = HORIZONTAL CONTROL DISK AB9786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB9786_STAMPING: SCHMITTY 1987 AB9786_MARK LOGO: MNDT AB9786_PROJECTION: FLUSH AB9786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9786+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004 AB9786_ROD/PIPE-DEPTH: 8.5 meters AB9786 AB9786 HISTORY - Date Condition Report By AB9786 HISTORY - 1987 MONUMENTED MNDT AB9786 HISTORY - 19880601 GOOD MNDT AB9786 HISTORY - 19950601 GOOD MNDT AB9786 HISTORY - 19950601 GOOD MNDT AB9786 HISTORY - 19950905 GOOD MNDT AB9786 HISTORY - 20040414 GOOD MNDT AB9786 HISTORY - 20040909 GOOD MNDT AB9786 AB9786 STATION DESCRIPTION AB9786 AB9786'DESCRIBED BY MN DEPT OF TRANSP 1987 (DKH) AB9786'THE STATION IS LOCATED IN THE WEST PART OF THE TOWN OF MINNEAPOLIS, IN AB9786'THE NE 1/4 OF SECTION 20, T118N, R24W, ON THE NORTH SIDE OF TRUNK AB9786'HIGHWAY 55, 0.45 MILE (0.72 KM) WEST OF PENN AVENUE. THE STATION MARK, AB9786'A STANDARD MNDT ALUMINUM HORIZONTAL CONTROL MONUMENT DISK AB9786'STAMPED---SCHMITTY 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH AB9786'DIAMETER ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND. AB9786'THE MARK IS 31.0 FEET (9.4 M) NORTH OF THE CENTERLINE OF THE WESTBOUND AB9786'LANE OF TRUNK HIGHWAY 55, 7.8 FEET (2.4 M) NORTH OF THE FACE OF THE AB9786'CURB ON THE NORTH SIDE OF TRUNK HIGHWAY 55, 160.6 FEET (49.0 M) WEST AB9786'OF THE WEST END OF THE TRUNK HIGHWAY 55 BRIDGE OVER THE BURLINGTON AB9786'NORTHERN AND SOO LINE RAILROAD TRACKS, AND 4.7 FEET (1.4 M) AB9786'NORTH-NORTHEAST OF A STEEL WITNESS POST. REFERENCE MARK NUMBER 1, A AB9786'STANDARD MNDT ALUMINUM REFERENCE MARK DISK STAMPED---SCHMITTY NO 1 AB9786'1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CURB ON THE AB9786'SOUTH SIDE OF THE WESTBOUND LANE OF TRUNK HIGHWAY 55. THE MARK IS 0.3 AB9786'FOOT (9.1 CM) SOUTH OF THE FACE OF THE CURB AND 57.1 FEET (17.4 M) AB9786'SOUTHEAST OF A STEEL WITNESS POST NEAR THE STATION MARK. REFERENCE AB9786'MARK NUMBER 2, A STANDARD MNDT ALUMINUM REFERENCE MARK DISK AB9786'STAMPED---SCHMITTY NO 2 1987---, IS SET FLUSH IN A DRILL HOLE IN THE AB9786'TOP OF THE CURB ON THE SOUTH SIDE OF THE WESTBOUND LANE OF TRUNK AB9786'HIGHWAY 55. THE MARK IS 0.4 FOOT (12.2 CM) SOUTH OF THE FACE OF THE AB9786'CURB AND 52.9 FEET (16.1 M) SOUTHWEST OF A STEEL WITNESS POST NEAR THE AB9786'STATION MARK. A MAGNET IN THE DISKS MAKES ALL OF THE MARKS MAGNETIC. AB9786 AB9786 STATION RECOVERY (1988) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (DKH) AB9786'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1987. AB9786 AB9786 STATION RECOVERY (1995) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AB9786'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1987. AB9786'THE REFERENCE MARKS WERE SEARCHED FOR, NOT FOUND, AND PRESUMED LOST. AB9786'THE TIES PLACE THEM IN THE ROAD. AB9786 AB9786 STATION RECOVERY (1995) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AB9786'DESCRIBED BY MNDT 1987 THE STATION IS LOCATED IN THE WEST PART OF THE AB9786'TOWN OF MINNEAPOLIS, IN THE NE 1/4 OF SECTION 20, T118N, R24W, ON THE AB9786'NORTH SIDE OF TRUNK HIGHWAY 55, 0.45 MILE (0.72 KM) WEST OF PENN AB9786'AVENUE. THE STATION MARK, A STANDARD MNDT ALUMINUM HORIZONTAL CONTROL AB9786'MONUMENT DISK STAMPED---SCHMITTY 1987---, IS SET ON THE TOP OF A AB9786'DRIVEN 3/4 INCH DIAMETER ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE AB9786'OF THE GROUND. THE MARK IS 31.0 FEET (9.4 M) NORTH OF THE CENTERLINE AB9786'OF THE WESTBOUND LANE OF TRUNK HIGHWAY 55, 7.8 FEET (2.4 M) NORTH OF AB9786'THE FACE OF THE CURB ON THE NORTH SIDE OF TRUNK HIGHWAY 55, 160.6 FEET AB9786'(49.0 M) WEST OF THE WEST END OF THE TRUNK HIGHWAY 55 BRIDGE OVER THE AB9786'BURLINGTON NORTHERN AND SOO LINE RAILROAD TRACKS, AND 4.7 FEET (1.4 M) AB9786'NORTH-NORTHEAST OF A STEEL WITNESS POST. REFERENCE MARK NUMBER 1, A AB9786'STANDARD MNDT ALUMINUM REFERENCE MARK DISK STAMPED---SCHMITTY NO 1 AB9786'1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CURB ON THE AB9786'SOUTH SIDE OF THE WESTBOUND LANE OF TRUNK HIGHWAY 55. THE MARK IS 0.3 AB9786'FOOT (9.1 CM) SOUTH OF THE FACE OF THE CURB AND 57.1 FEET (17.4 M) AB9786'SOUTHEAST OF A STEEL WITNESS POST NEAR THE STATION MARK. REFERENCE AB9786'MARK NUMBER 2, A STANDARD MNDT ALUMINUM REFERENCE MARK DISK AB9786'STAMPED---SCHMITTY NO 2 1987---, IS SET FLUSH IN A DRILL HOLE IN THE AB9786'TOP OF THE CURB ON THE SOUTH SIDE OF THE WESTBOUND LANE OF TRUNK AB9786'HIGHWAY 55. THE MARK IS 0.4 FOOT (12.2 CM) SOUTH OF THE FACE OF THE AB9786'CURB AND 52.9 FEET (16.1 M) SOUTHWEST OF A STEEL WITNESS POST NEAR THE AB9786'STATION MARK. A MAGNET IN THE DISKS MAKES ALL OF THE MARKS MAGNETIC. AB9786'RECOVERED BY MNDT 1988. RECOVERED BY MNDT 1995. THE STATION MARK WAS AB9786'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1987. THE REFERENCE MARKS AB9786'WERE SEARCHED FOR, NOT FOUND, AND PRESUMED LOST. THE TIES PLACE THEM AB9786'IN THE ROAD. AB9786 AB9786 STATION RECOVERY (1995) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (JEM) AB9786'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. A NEW WIT POST AB9786'WAS SET 4.3 FT (1.3 M) NORTH OF THE MARK. THE REFERENCE MARKS WERE AB9786'LOOKED FOR, NOT FOUND, AND PRESUMED LOST AS THE TIES PUT THEM IN THE AB9786'ROAD. RECOVERY NOTE BY JAMES E. MAGOON, TYPED BY G.W.O. AB9786 AB9786 STATION RECOVERY (2004) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMB) AB9786'IN WEST PART OF MINNEAPOLIS, 0.45 MILES WEST ALONG TRUNK HIGHWAY 55 AB9786'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND PENN AVENUE, THE MARK IS AB9786'31.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 55, 163.6 FEET WEST OF WEST AB9786'END OF TRUNK HIGHWAY 55 BRIDGE OVER RAILROAD, 57.7 FEET EAST OF SOUTH AB9786'POST OF GOLDEN VALLEY SIGN, 60.06 FEET NORTHWEST OF REFERENCE MARK 1, AB9786'56.82 FEET NORTHEAST OF REFERENCE MARK 2, 7.8 FEET NORTH OF CURB, 5.1 AB9786'FEET NORTH OF GUARD FENCE, 5.2 FEET SOUTH OF WITNESS POST AB9786 AB9786 STATION RECOVERY (2004) AB9786 AB9786'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (CB) AB9786'IN WEST PART OF MINNEAPOLIS, 0.45 MILES WEST ALONG TRUNK HIGHWAY 55 AB9786'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND PENN AVENUE, THE MARK IS AB9786'31.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 55, 163.6 FEET WEST OF WEST AB9786'END OF TRUNK HIGHWAY 55 BRIDGE OVER RAILROAD, 57.7 FEET EAST OF SOUTH AB9786'POST OF GOLDEN VALLEY SIGN, 60.06 FEET NORTHWEST OF REFERENCE MARK 1, AB9786'56.82 FEET NORTHEAST OF REFERENCE MARK 2, 7.8 FEET NORTH OF CURB, 5.1 AB9786'FEET NORTH OF GUARD FENCE, 5.2 FEET SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE8960 *********************************************************************** AE8960 DESIGNATION - SCHULTZ RESET AE8960 PID - AE8960 AE8960 STATE/COUNTY- MN/HENNEPIN AE8960 USGS QUAD - EDEN PRAIRIE (1993) AE8960 AE8960 *CURRENT SURVEY CONTROL AE8960 ___________________________________________________________________ AE8960* NAD 83(1996)- 44 51 31.43528(N) 093 23 39.31948(W) ADJUSTED AE8960* NAVD 88 - 260.4 (meters) 854. (feet) VERT ANG AE8960 ___________________________________________________________________ AE8960 X - -268,136.020 (meters) COMP AE8960 Y - -4,520,898.998 (meters) COMP AE8960 Z - 4,476,398.400 (meters) COMP AE8960 LAPLACE CORR- -3.59 (seconds) DEFLEC99 AE8960 ELLIP HEIGHT- 233.43 (meters) (03/16/99) GPS OBS AE8960 GEOID HEIGHT- -26.89 (meters) GEOID03 AE8960 AE8960 HORZ ORDER - SECOND AE8960 ELLP ORDER - FOURTH CLASS I AE8960 AE8960.The horizontal coordinates were established by GPS observations AE8960.and adjusted by the National Geodetic Survey in March 1999. AE8960 AE8960.The orthometric height was determined by vertical angle observations. AE8960 AE8960.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE8960 AE8960.The Laplace correction was computed from DEFLEC99 derived deflections. AE8960 AE8960.The ellipsoidal height was determined by GPS observations AE8960.and is referenced to NAD 83. AE8960 AE8960.The geoid height was determined by GEOID03. AE8960 AE8960; North East Units Scale Factor Converg. AE8960;SPC MN S - 306,705.778 847,875.020 MT 0.99994145 +0 25 28.5 AE8960;UTM 15 - 4,967,333.108 468,850.380 MT 0.99961193 -0 16 41.1 AE8960 AE8960! - Elev Factor x Scale Factor = Combined Factor AE8960!SPC MN S - 0.99996340 x 0.99994145 = 0.99990485 AE8960!UTM 15 - 0.99996340 x 0.99961193 = 0.99957535 AE8960 AE8960|---------------------------------------------------------------------| AE8960| PID Reference Object Distance Geod. Az | AE8960| dddmmss.s | AE8960| AE9089 SCHULTZ RM 3 14.755 METERS 22741 | AE8960| PP1150 2785 AG 1 50.440 METERS 34310 | AE8960|---------------------------------------------------------------------| AE8960 AE8960 SUPERSEDED SURVEY CONTROL AE8960 AE8960 NAD 83(1986)- 44 51 31.42927(N) 093 23 39.31567(W) AD( ) 2 AE8960 AE8960.Superseded values are not recommended for survey control. AE8960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8960.See file dsdata.txt to determine how the superseded data were derived. AE8960 AE8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6885067333(NAD 83) AE8960_MARKER: DH = HORIZONTAL CONTROL DISK AE8960_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE8960_SP_SET: SLAB AE8960_STAMPING: SCHULTZ 1963 1982 AE8960_MARK LOGO: MNDT AE8960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE8960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8960+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995 AE8960 AE8960 HISTORY - Date Condition Report By AE8960 HISTORY - 1982 MONUMENTED MNDT AE8960 HISTORY - 1988 GOOD MNDT AE8960 HISTORY - 19901120 GOOD MNDT AE8960 HISTORY - 19950105 GOOD MNDT AE8960 AE8960 STATION DESCRIPTION AE8960 AE8960'DESCRIBED BY MN DEPT OF TRANSP 1988 AE8960'RECOVERED BY MNDT 1988. DURING THE 1982 HIGHWAY CONSTRUCTION SEASON, AE8960'THE STATION MARK, REFERENCE MARK NUMBER 1 (BENCH MARK 2785 AG 1), AND AE8960'REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD CONDITION (EXCEPT THAT AE8960'THE SURFACE STATION DISK WAS MISSING). THE DISTANCE TO REFERENCE MARK AE8960'NUMBER 1 WAS FOUND TO BE 165.48 FEET (50.44 M) AND THE DISTANCE TO AE8960'REFERENCE MARK NUMBER 2 WAS FOUND TO BE 48.95 FEET (14.92 M). AE8960'THE STATION SITE WAS AE8960'WITHIN THE CONSTRUCTION LIMITS SO FOUR ADDITIONAL TEMPORARY POINTS AE8960'WERE ESTABLISHED NEAR THE STATION MARK AND THE STATION WAS THEN AE8960'DESTROYED. IN SEPTEMBER 1982, AFTER THE HIGHWAY CONSTRUCTION PROJECT AE8960'WAS COMPLETED, A NEW STATION MARK AND REFERENCE MARK NUMBER 3 WERE SET AE8960'FROM THE TIES TO REFERENCE MARK NUMBER 1 AND THE FOUR TEMPORARY POINTS AE8960'THAT WERE NOT DISTURBED DURING THE CONSTRUCTION. THE ANGLES AND AE8960'DISTANCES TO AND BETWEEN THESE TEMPORARY POINTS, REFERENCE MARK NUMBER AE8960'1, AND THE NEW STATION MARK CHECKED THE EARLIER 1982 DATA. THE RESET AE8960'STATION WAS THEN INCLUDED IN A CONTROL SURVEY THAT WAS PLANNED FOR AE8960'1982-1983. THAT PLANNED SURVEY WAS DELAYED AND FINALLY PERFORMED AT AE8960'THIS TIME (1987-1988). AE8960' AE8960'THE STATION MARK, A STANDARD MNDT HORIZONTAL CONTROL MONUMENT AE8960'DISK STAMPED---SCHULTZ 1963 1982---, IS SET IN THE TOP OF A 12 INCH AE8960'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. AE8960'THE MARK IS 23.3 FEET (7.1 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND AE8960'LANE OF COUNTY ROAD 18, 40.7 FEET (12.4 M) WEST OF THE CENTERLINE OF AE8960'THE NORTHBOUND LANE OF COUNTY ROAD 18, AND NEAR THE SOUTH EDGE OF A AE8960'CROSS-OVER. NO UNDERGROUND MARK WAS SET FOR THE STATION. AE8960' AE8960'A STANDARD MNDT BENCH MARK DISK AE8960'STAMPED---2785 AG 1 1970---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST AE8960'ABUTMENT OF THE SOUTHBOUND COUNTY ROAD 18 BRIDGE OVER INTERSTATE AE8960'HIGHWAY 494. AE8960' AE8960'REFERENCE MARK NUMBER 2 IS DESTROYED. AE8960' AE8960'REFERENCE MARK NUMBER 3, A STANDARD MNDT REFERENCE MARK DISK AE8960'STAMPED---SCHULTZ NO 3 1963 1982---, AE8960'IS SET FLUSH IN A DRILL HOLE IN THE NOSE OF THE CONCRETE AE8960'MEDIAN AT THE END OF THE INTERSTATE HIGHWAY 494 EASTBOUND EXIT TO AE8960'COUNTY ROAD 18 RAMP. AE8960 AE8960 STATION RECOVERY (1990) AE8960 AE8960'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) AE8960'IN NORTHWEST PART OF BLOOMINGTON, IN TRUNK HIGHWAY 169 MEDIAN, NEAR AE8960'SOUTH END OF BRIDGE OVER INTERSTATE HIGHWAY 494, 23.3 FEET EAST OF AE8960'SOUTHBOUND 169, 40.7 FEET WEST OF NORTHBOUND 169, 48.95 FEET EAST OF AE8960'REFERENCE MARK 2, 165.48 FEET SOUTH OF REFERENCE MARK 1, 2.2 FEET AE8960'NORTH OF SOUTH EDGE OF CONCRETE CROSSOVER, 23.0 FEET WEST-NORTHWEST OF AE8960'MEDIAN SIGNAL BASE, 47.2 FEET EAST-NORTHEAST OF SOUTHWEST SIGNAL BASE AE8960 AE8960 STATION RECOVERY (1995) AE8960 AE8960'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AE8960'RECOVERED BY MNDT 1995. THE AE8960'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1988 AE8960'RECOVERY NOTE. ADDITIONS AND CORRECTIONS TO THE DESCRIPTION FOLLOW. AE8960'THE STATION MARK IS 47.2 FEET (14.39 M) EAST-NORTHEAST OF THE AE8960'SOUTHWEST CORNER OF A SIGNAL BASE, 23 FEET (7.01 M) WEST-NORTHWEST OF AE8960'OF A MEDIAN SIGNAL BASE, AND 2.2 FEET (0.67 M) NORTH OF THE SOUTH EDGE AE8960'OF A CONCRETE CROSSOVER. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 QO1725 *********************************************************************** QO1725 DESIGNATION - SHINGLE QO1725 PID - QO1725 QO1725 STATE/COUNTY- MN/HENNEPIN QO1725 USGS QUAD - MINNEAPOLIS NORTH (1993) QO1725 QO1725 *CURRENT SURVEY CONTROL QO1725 ___________________________________________________________________ QO1725* NAD 83(1996)- 45 04 41.26923(N) 093 22 28.44133(W) ADJUSTED QO1725* NAVD 88 - 277.6 (meters) 911. (feet) GPS OBS QO1725 ___________________________________________________________________ QO1725 X - -265,568.886 (meters) COMP QO1725 Y - -4,503,800.901 (meters) COMP QO1725 Z - 4,493,661.184 (meters) COMP QO1725 LAPLACE CORR- 1.95 (seconds) DEFLEC99 QO1725 ELLIP HEIGHT- 250.37 (meters) (03/16/99) GPS OBS QO1725 GEOID HEIGHT- -27.22 (meters) GEOID03 QO1725 QO1725 HORZ ORDER - FIRST QO1725 ELLP ORDER - FOURTH CLASS I QO1725 QO1725.The horizontal coordinates were established by GPS observations QO1725.and adjusted by the National Geodetic Survey in March 1999. QO1725 QO1725.The orthometric height was determined by GPS observations and a QO1725.high-resolution geoid model. QO1725 QO1725.The X, Y, and Z were computed from the position and the ellipsoidal ht. QO1725 QO1725.The Laplace correction was computed from DEFLEC99 derived deflections. QO1725 QO1725.The ellipsoidal height was determined by GPS observations QO1725.and is referenced to NAD 83. QO1725 QO1725.The geoid height was determined by GEOID03. QO1725 QO1725; North East Units Scale Factor Converg. QO1725;SPC MN S - 331,097.696 849,244.518 MT 0.99997268 +0 26 18.2 QO1725;UTM 15 - 4,991,697.985 470,518.537 MT 0.99961069 -0 15 54.8 QO1725 QO1725! - Elev Factor x Scale Factor = Combined Factor QO1725!SPC MN S - 0.99996075 x 0.99997268 = 0.99993343 QO1725!UTM 15 - 0.99996075 x 0.99961069 = 0.99957145 QO1725 QO1725: Primary Azimuth Mark Grid Az QO1725:SPC MN S - ITEN 093 47 40.8 QO1725:UTM 15 - ITEN 094 29 53.8 QO1725 QO1725|---------------------------------------------------------------------| QO1725| PID Reference Object Distance Geod. Az | QO1725| dddmmss.s | QO1725| AE9072 SHINGLE RM 3 3.500 METERS 04317 | QO1725| QO1726 BROOKLYN PARK EAST WATER TANK APPROX. 3.6 KM 0511800.8 | QO1725| QO1721 BROOKLYN CENTER WEST WATER TK APPROX. 3.4 KM 0870522.4 | QO1725| QO0532 ITEN APPROX. 3.3 KM 0941359.0 | QO1725| QO1675 SHOREVIEW WCCO W TV TOWER APPROX.18.6 KM 0951744.6 | QO1725| QO1676 SHOREVIEW WCCO EAST TV TOWER APPROX.18.6 KM 0952257.0 | QO1725| QO1662 SHOREVIEW KMSP TV TOWER APPROX.19.8 KM 0961940.2 | QO1725| QO0526 SHINGLE RM 1 117.350 METERS 10210 | QO1725| AE9073 SHINGLE RM 4 9.329 METERS 12809 | QO1725| QO0562 SHINGLE RM 2 10.070 METERS 13253 | QO1725| AE9015 IDS MPLS SE MAST APPROX.13.9 KM 1443534.3 | QO1725| AE9014 IDS MPLS NW MAST APPROX.13.9 KM 1443750.6 | QO1725|---------------------------------------------------------------------| QO1725 QO1725 SUPERSEDED SURVEY CONTROL QO1725 QO1725 NAD 83(1986)- 45 04 41.26310(N) 093 22 28.43577(W) AD( ) 1 QO1725 NAD 83(1986)- 45 04 41.26579(N) 093 22 28.43936(W) AD( ) 2 QO1725 NAD 27 - 45 04 41.39079(N) 093 22 27.62120(W) AD( ) 2 QO1725 NGVD 29 (07/19/86) 277.5 (m) 910. (f) VERT ANG QO1725 QO1725.Superseded values are not recommended for survey control. QO1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO1725.See file dsdata.txt to determine how the superseded data were derived. QO1725 QO1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7051991698(NAD 83) QO1725_MARKER: DH = HORIZONTAL CONTROL DISK QO1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QO1725_STAMPING: SHINGLE 1968 QO1725_MARK LOGO: MNDT QO1725_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QO1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QO1725+STABILITY: SURFACE MOTION QO1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO1725+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995 QO1725 QO1725 HISTORY - Date Condition Report By QO1725 HISTORY - 1968 MONUMENTED MNDT QO1725 HISTORY - 1970 GOOD NGS QO1725 HISTORY - 19901116 GOOD MNDT QO1725 HISTORY - 19950105 GOOD MNDT QO1725 QO1725 STATION DESCRIPTION QO1725 QO1725'DESCRIBED BY MN DEPT OF TRANSP 1968 (NGF) QO1725'THE STATION IS LOCATED IN THE VILLAGE OF BROOKLYN PARK IN QO1725'THE NW 1/4, OF SECTION 32, T119N, R21W IN THE MEDIAN OF QO1725'F.A.I. 94 NEAR THE WEST END OF THE F.A.I. 94 BRIDGES OVER QO1725'T.H. 52. QO1725' QO1725'STATION MARKS ARE STANDARD MHD DISKS STAMPED SHINGLE 1968. THE QO1725'SURFACE STATION MARK IS SET IN A 12 INCH SQUARE CONCRETE QO1725'MONUMENT WHICH IS BURIED 3.0 FT. BELOW THE SURFACE OF THE QO1725'GROUND. THE MARK IS 30.3 FT. NW OF THE NW CORNER OF THE F.A.I. QO1725'94 EAST BOUND LAND BRIDGE (BRIDGE NO. 27920), 10.4 FT. SW QO1725'OF THE SW CORNER OF THE F.A.I. 94 WEST BOUND LANE BRIDGE (BRIDGE QO1725'NO. 27919) AND 3.0 FT. WEST OF A STEEL FENCE POST. THE QO1725'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF QO1725'CONCRETE 7.0 FT. BELOW THE SURFACE OF THE GROUND. QO1725' QO1725'REFERENCE MARK NO. 1, A STANDARD MHD BENCH MARK DISK STAMPED QO1725'SHINGLE NO. 1 1966 IS SET IN THE SE CORNER OF THE F.A.I. 94 QO1725'EAST BOUND BRIDGE OVER T.H. 52. (BRIDGE NO. 27920). QO1725' QO1725'REFERENCE MARK NO. 2, A STANDARD MHD DISK STAMPED SHINGLE NO. QO1725'2 1966 IS SET IN THE CONCRETE CURB IN THE NW CORNER OF THE F.A.I. QO1725'94 EAST BOUND BRIDGE OVER T.H. 52. (BRIDGE NO. 27920). QO1725' QO1725'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. QO1725 QO1725 STATION RECOVERY (1970) QO1725 QO1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (TRM) QO1725'STATION AND R.M.S 1 AND 2 FOUND AS DESCRIBED IN GOOD CONDITION. QO1725 QO1725 STATION RECOVERY (1990) QO1725 QO1725'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) QO1725'IN BROOKLYN CENTER, 30.3 FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE QO1725'27920 (EB INTERSTATE HIGHWAY 94 OVER COUNTY ROAD 81), IN INTERSTATE QO1725'HIGHWAY 94 MEDIAN, AT INTERSTATE HIGHWAY 694 MILEPOINT 31.65 (EXIT QO1725'31), 3 FEET WEST OF FENCE, 10.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF QO1725'BRIDGE 27919 (WB INTERSTATE HIGHWAY 94 OVER COUNTY ROAD 81), 4.0 FEET QO1725'NORTHWEST OF WITNESS POST, 385.03 FEET WEST OF REFERENCE MARK 1, 33.04 QO1725'FEET WEST-NORTHWEST OF REFERENCE MARK 2, STATION IS BURIED 4 FEET QO1725'BELOW GROUND, DESTROYED DECEMBER 2001 QO1725 QO1725 STATION RECOVERY (1995) QO1725 QO1725'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) QO1725'RECOVERED BY MNDT 1988. THE MARK WAS RECOVERED IN GOOD CONDITION AS QO1725'DESCRIBED IN 1968. RECOVERED BY MNDT 1991. THE MARK WAS RECOVERED IN QO1725'GOOD CONDITION AS DESCRIBED IN 1968. RECOVERED BY MNDT 1995. THE MARK QO1725'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE5177 *********************************************************************** AE5177 DESIGNATION - SHORE AE5177 PID - AE5177 AE5177 STATE/COUNTY- MN/HENNEPIN AE5177 USGS QUAD - EXCELSIOR (1997) AE5177 AE5177 *CURRENT SURVEY CONTROL AE5177 ___________________________________________________________________ AE5177* NAD 83(1986)- 44 53 30. (N) 093 34 46. (W) SCALED AE5177* NAVD 88 - 303.816 (meters) 996.77 (feet) ADJUSTED AE5177 ___________________________________________________________________ AE5177 GEOID HEIGHT- -26.74 (meters) GEOID03 AE5177 DYNAMIC HT - 303.811 (meters) 996.75 (feet) COMP AE5177 MODELED GRAV- 980,591.3 (mgal) NAVD 88 AE5177 AE5177 VERT ORDER - SECOND CLASS I AE5177 AE5177.The horizontal coordinates were scaled from a topographic map and have AE5177.an estimated accuracy of +/- 6 seconds. AE5177 AE5177.The orthometric height was determined by differential leveling AE5177.and adjusted by the National Geodetic Survey in November 1999. AE5177 AE5177.The geoid height was determined by GEOID03. AE5177 AE5177.The dynamic height is computed by dividing the NAVD 88 AE5177.geopotential number by the normal gravity value computed on the AE5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5177.degrees latitude (g = 980.6199 gals.). AE5177 AE5177.The modeled gravity was interpolated from observed gravity values. AE5177 AE5177; North East Units Estimated Accuracy AE5177;SPC MN S - 310,270. 833,220. MT (+/- 180 meters Scaled) AE5177 AE5177 SUPERSEDED SURVEY CONTROL AE5177 AE5177.No superseded survey control is available for this station. AE5177 AE5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK542710(NAD 83) AE5177_MARKER: DH = HORIZONTAL CONTROL DISK AE5177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE5177_STAMPING: SHORE 1990 AE5177_MARK LOGO: MNDT AE5177_PROJECTION: FLUSH AE5177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE5177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5177+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992 AE5177_ROD/PIPE-DEPTH: 5.5 meters AE5177 AE5177 HISTORY - Date Condition Report By AE5177 HISTORY - 1990 MONUMENTED MNDT AE5177 HISTORY - 19920727 GOOD MNDT AE5177 HISTORY - 20021010 GOOD USPSQD AE5177 HISTORY - 2003 MARK NOT FOUND MNDT AE5177 AE5177 STATION DESCRIPTION AE5177 AE5177'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS) AE5177'RECOVERED AS DESCRIBED AT THE WEST EDGE OF EXCELSIOR, 0.1 MI (0.2 KM) AE5177'EAST ON TH 7 FROM JCT OF TH 7 AND TH 41, AT TH 7 MP 182.05, 70 FT AE5177'(21.3 M) SSE OF EB TH 7, 162.0 FT (49.4 M) EAST OF LIGHT POLE, 29.3 FT AE5177'(8.9 M) SOUTH OF TH 7 EAST SIGN POST, 2.3 FT (0.7 M) WEST OF WIT POST. AE5177 AE5177 STATION RECOVERY (2002) AE5177 AE5177'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL) AE5177'RECOVERED IN GOOD CONDITION. AE5177 AE5177 STATION RECOVERY (2003) AE5177 AE5177'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MRX) AE5177'AT WEST EDGE OF EXCELSIOR, 0.1 MILES EAST ON TRUNK HIGHWAY 7 FROM THE AE5177'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41, AT TRUNK HIGHWAY 7 AE5177'MILE POINT 182.05, 70 FEET SOUTH-SOUTHEAST OF EAST BOUND TRUNK HIGHWAY AE5177'7, 162.0 FEET EAST OF LIGHT POLE, 29.3 FEET SOUTH OF TRUNK HIGHWAY 7 AE5177'EAST SIGN POST, 2.3 FEET WEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE8919 *********************************************************************** AE8919 DESIGNATION - TRACK AE8919 PID - AE8919 AE8919 STATE/COUNTY- MN/HENNEPIN AE8919 USGS QUAD - MINNEAPOLIS SOUTH (1993) AE8919 AE8919 *CURRENT SURVEY CONTROL AE8919 ___________________________________________________________________ AE8919* NAD 83(1996)- 44 56 27.58974(N) 093 20 52.45804(W) ADJUSTED AE8919* NAVD 88 - 277. (meters) 909. (feet) SCALED AE8919 ___________________________________________________________________ AE8919 X - -264,102.503 (meters) COMP AE8919 Y - -4,514,683.998 (meters) COMP AE8919 Z - 4,482,886.296 (meters) COMP AE8919 LAPLACE CORR- -3.64 (seconds) DEFLEC99 AE8919 ELLIP HEIGHT- 250.31 (meters) (03/16/99) GPS OBS AE8919 GEOID HEIGHT- -26.96 (meters) GEOID03 AE8919 AE8919 HORZ ORDER - FIRST AE8919 ELLP ORDER - FOURTH CLASS I AE8919 AE8919.The horizontal coordinates were established by GPS observations AE8919.and adjusted by the National Geodetic Survey in March 1999. AE8919 AE8919.The orthometric height was scaled from a topographic map. AE8919 AE8919.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE8919 AE8919.The Laplace correction was computed from DEFLEC99 derived deflections. AE8919 AE8919.The ellipsoidal height was determined by GPS observations AE8919.and is referenced to NAD 83. AE8919 AE8919.The geoid height was determined by GEOID03. AE8919 AE8919; North East Units Scale Factor Converg. AE8919;SPC MN S - 315,875.290 851,465.323 MT 0.99995143 +0 27 25.5 AE8919;UTM 15 - 4,976,454.831 472,551.635 MT 0.99960926 -0 14 44.7 AE8919 AE8919! - Elev Factor x Scale Factor = Combined Factor AE8919!SPC MN S - 0.99996076 x 0.99995143 = 0.99991219 AE8919!UTM 15 - 0.99996076 x 0.99960926 = 0.99957003 AE8919 AE8919: Primary Azimuth Mark Grid Az AE8919:SPC MN S - IDS MPLS NW MAST 056 20 15.0 AE8919:UTM 15 - IDS MPLS NW MAST 057 02 25.2 AE8919 AE8919|---------------------------------------------------------------------| AE8919| PID Reference Object Distance Geod. Az | AE8919| dddmmss.s | AE8919| AE9064 TRACK RM 1 6.755 METERS 00639 | AE8919| AE9014 IDS MPLS NW MAST APPROX. 7.1 KM 0564740.5 | AE8919| AE9015 IDS MPLS SE MAST APPROX. 7.1 KM 0565930.9 | AE8919| AE9024 ST LOUIS PARK SOUTH WATER TANK APPROX. 1.0 KM 1784157.8 | AE8919| AE9065 TRACK RM 2 14.366 METERS 26854 | AE8919|---------------------------------------------------------------------| AE8919 AE8919 SUPERSEDED SURVEY CONTROL AE8919 AE8919 NAD 83(1986)- 44 56 27.58284(N) 093 20 52.45293(W) AD( ) 1 AE8919 AE8919.Superseded values are not recommended for survey control. AE8919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8919.See file dsdata.txt to determine how the superseded data were derived. AE8919 AE8919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7255276455(NAD 83) AE8919_MARKER: DD = SURVEY DISK AE8919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AE8919_SP_SET: ABUTMENT AE8919_STAMPING: UNSTAMPED AE8919_MARK LOGO: MNDT AE8919_MAGNETIC: N = NO MAGNETIC MATERIAL AE8919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE8919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8919+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AE8919 AE8919 HISTORY - Date Condition Report By AE8919 HISTORY - 1982 MONUMENTED MNDT AE8919 HISTORY - 19930601 GOOD MNDT AE8919 HISTORY - 20031019 GOOD USPSQD AE8919 HISTORY - 20031021 GOOD MNDT AE8919 AE8919 STATION DESCRIPTION AE8919 AE8919'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AE8919'RECOVERED BY MNDT 1987. THE STATION IS LOCATED IN THE SOUTHEAST PART AE8919'OF THE TOWN OF ST LOUIS PARK, IN THE SW 1/4 OF SECTION 6, T28N, R24W, AE8919'IN THE TOP OF THE NORTHEAST ABUTMENT OF THE SOUTH RAILROAD BRIDGE OVER AE8919'TRUNK HIGHWAY 100, 0.1 MILE (0.2 KM) SOUTH OF TRUNK HIGHWAY 7. THE AE8919'STATION MARK, A STANDARD MNDT BRASS PLUG (NOT STAMPED), IS SET FLUSH AE8919'IN A DRILL HOLE IN THE TOP OF THE BRIDGE ABUTMENT. THE MARK IS 27.0 AE8919'FEET (8.2 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK AE8919'HIGHWAY 100 AND 25.8 FEET (7.9 M) SOUTH-SOUTHWEST OF TELEPHONE POLE AE8919'NUMBER 429. REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK AE8919'DISK STAMPED---TRACK NO 1 1982---, IS SET FLUSH IN A DRILL HOLE IN THE AE8919'TOP OF THE SOUTHEAST ABUTMENT OF THE NORTH RAILROAD BRIDGE OVER TRUNK AE8919'HIGHWAY 100. THE MARK IS 7.9 FEET (2.4 M) WEST-NORTHWEST OF TELEPHONE AE8919'POLE NUMBER 429. REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE AE8919'MARK DISK STAMPED---TRACK NO 2 1982---, IS SET FLUSH IN A DRILL HOLE AE8919'IN THE TOP OF THE EAST ABUTMENT OF THE TWO RAILROAD BRIDGES OVER TRUNK AE8919'HIGHWAY 100. THE MARK IS BETWEEN THE TWO BRIDGES, 2.5 FEET (0.8 M) AE8919'SOUTH OF THE SOUTH SIDE OF THE NORTH BRIDGE, AND 62.3 FEET (19.0 M) AE8919'WEST OF TELEPHONE POLE NUMBER 429. TO REACH THE AZIMUTH MARK FROM THE AE8919'STATION, GO SOUTH ON TRUNK HIGHWAY 100 FOR 0.75 MILE (1.21 KM) TO THE AE8919'EXCELSIOR BOULEVARD BRIDGE OVER THE HIGHWAY AND THE MARK NEAR THE AE8919'NORTHEAST CORNER OF THE BRIDGE. THE AZIMUTH MARK, A STANDARD MNDT AE8919'ALUMINUM AZIMUTH MARK DISK STAMPED---TRACK 1988---, IS SET FLUSH IN A AE8919'DRILL HOLE IN THE CONCRETE SIDEWALK ON THE NORTH SIDE OF THE BRIDGE. AE8919'THE MARK IS 16.5 FEET (5.0 M) NORTH OF THE CENTERLINE OF THE WESTBOUND AE8919'LANE OF EXCELSIOR BOULEVARD, 2.4 FEET (0.7 M) NORTH OF THE FACE OF THE AE8919'CURB ON THE NORTH SIDE OF EXCELSIOR BOULEVARD, 24.4 FEET (7.4 M) WEST AE8919'OF THE EAST END OF THE BRIDGE, AND 18.3 FEET (5.6 M) WEST-SOUTHWEST OF AE8919'LIGHT POLE NUMBER 5420. RECOVERED BY MNDT 1988. THE MARK WAS RECOVERED AE8919'IN GOOD CONDITION AS DESCRIBED IN 1987. RECOVERED BY MNDT 1993. THE AE8919'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1987. AE8919 AE8919 STATION RECOVERY (2003) AE8919 AE8919'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM) AE8919'ALL MARKS FOUND AS DESCRIBED AE8919 AE8919 STATION RECOVERY (2003) AE8919 AE8919'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS) AE8919'THE MARK IS LOCATED IN SOUTHEAST PART OF SAINT LOUIS PARK, IN AE8919'NORTHEAST ABUTMENT OF SOUTH RAILROAD BRIDGE OVER TRUNK HIGHWAY 100, AE8919'0.1 MILE SOUTH OF TRUNK HIGHWAY 7. THE MARK IS 27 FEET EAST OF NORTH AE8919'BOUND TRUNK HIGHWAY 100, 25.8 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE, AE8919'22.2 FEET SOUTH OF REFERENCE MARK 1, 47.1 FEET SOUTHEAST OF REFERENCE AE8919'MARK 2. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE8987 *********************************************************************** AE8987 DESIGNATION - WICHMANN RM 3 AE8987 PID - AE8987 AE8987 STATE/COUNTY- MN/HENNEPIN AE8987 USGS QUAD - OSSEO (1993) AE8987 AE8987 *CURRENT SURVEY CONTROL AE8987 ___________________________________________________________________ AE8987* NAD 83(1996)- 45 05 19.84585(N) 093 25 23.71924(W) ADJUSTED AE8987* NAVD 88 - 291.2 (meters) 955. (feet) VERT ANG AE8987 ___________________________________________________________________ AE8987 X - -269,346.203 (meters) COMP AE8987 Y - -4,502,741.292 (meters) COMP AE8987 Z - 4,494,511.633 (meters) COMP AE8987 LAPLACE CORR- 4.19 (seconds) DEFLEC99 AE8987 ELLIP HEIGHT- 263.88 (meters) (03/16/99) GPS OBS AE8987 GEOID HEIGHT- -27.34 (meters) GEOID03 AE8987 AE8987 HORZ ORDER - SECOND AE8987 ELLP ORDER - FOURTH CLASS I AE8987 AE8987.The horizontal coordinates were established by GPS observations AE8987.and adjusted by the National Geodetic Survey in March 1999. AE8987 AE8987.The orthometric height was determined by vertical angle observations. AE8987 AE8987.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE8987 AE8987.The Laplace correction was computed from DEFLEC99 derived deflections. AE8987 AE8987.The ellipsoidal height was determined by GPS observations AE8987.and is referenced to NAD 83. AE8987 AE8987.The geoid height was determined by GEOID03. AE8987 AE8987; North East Units Scale Factor Converg. AE8987;SPC MN S - 332,260.320 845,402.626 MT 0.99997458 +0 24 15.3 AE8987;UTM 15 - 4,992,907.276 466,692.600 MT 0.99961364 -0 17 59.1 AE8987 AE8987! - Elev Factor x Scale Factor = Combined Factor AE8987!SPC MN S - 0.99995863 x 0.99997458 = 0.99993321 AE8987!UTM 15 - 0.99995863 x 0.99961364 = 0.99957229 AE8987 AE8987 SUPERSEDED SURVEY CONTROL AE8987 AE8987 NAD 83(1986)- 45 05 19.84069(N) 093 25 23.71312(W) AD( ) 2 AE8987 AE8987.Superseded values are not recommended for survey control. AE8987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8987.See file dsdata.txt to determine how the superseded data were derived. AE8987 AE8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6669392907(NAD 83) AE8987_MARKER: DR = REFERENCE MARK DISK AE8987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE8987_STAMPING: WICHMANN NO 3 1989 AE8987_MARK LOGO: MNDT AE8987_PROJECTION: FLUSH AE8987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE8987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8987+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 AE8987_ROD/PIPE-DEPTH: 5.5 meters AE8987 AE8987 HISTORY - Date Condition Report By AE8987 HISTORY - 1989 MONUMENTED MNDT AE8987 HISTORY - 19930601 GOOD MNDT AE8987 HISTORY - 20040713 GOOD MNDT AE8987 AE8987 STATION DESCRIPTION AE8987 AE8987'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AE8987'DESCRIBED BY MNDT 1989 THE STATION IS LOCATED IN THE TOWN OF MAPLE AE8987'GROVE, IN THE NE 1/4 OF SECTION 26, T119N, R22W, ON THE NORTH AE8987'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 94 AT MILEPOINT 28.9. TO REACH THE AE8987'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY ROAD 18, AE8987'GO WEST ON INTERSTATE 94 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE AE8987'RIGHT. THE STATION MARK, A STANDARD MNDT ALUMINUM REFERENCE MARK DISK AE8987'STAMPED---WICHMANN NO 3 1989---, IS SET ON THE TOP OF A DRIVEN 3/4 AE8987'INCH DIAMETER BY 18 FOOT (5.5 M) LONG ALUMINUM ROD THAT IS FLUSH WITH AE8987'THE SURFACE OF THE GROUND. THE MARK IS 5.8 FEET (1.8 M) SOUTH OF THE AE8987'NORTH RIGHT-OF-WAY FENCE ON INTERSTATE HIGHWAY 94 AND 3.9 FEET (1.2 M) AE8987'SOUTH OF A STEEL WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK AE8987'MAGNETIC. RECOVERED BY MNDT 1993 THE MARK WAS RECOVERED IN GOOD AE8987'CONDITION AS DESCRIBED IN 1989. AE8987 AE8987 STATION RECOVERY (2004) AE8987 AE8987'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (RAS) AE8987'IN MAPLE GROVE, 1 MILE WEST ON INTERSTATE HIGHWAY 94 FROM JUNCTION OF AE8987'TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 AE8987'MILEPOINT 28.9, 79.78 FEET SOUTHWEST OF STATION WICHMANN, 5.8 FEET AE8987'SOUTH OF NORTH INTERSTATE HIGHWAY 94 RIGHT OF WAY FENCE, 3.9 FEET AE8987'SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE8974 *********************************************************************** AE8974 DESIGNATION - WPA AE8974 PID - AE8974 AE8974 STATE/COUNTY- MN/HENNEPIN AE8974 USGS QUAD - MINNEAPOLIS SOUTH (1993) AE8974 AE8974 *CURRENT SURVEY CONTROL AE8974 ___________________________________________________________________ AE8974* NAD 83(1996)- 44 58 51.43245(N) 093 20 56.16544(W) ADJUSTED AE8974* NAVD 88 - 268.815 (meters) 881.94 (feet) ADJUSTED AE8974 ___________________________________________________________________ AE8974 LAPLACE CORR- -3.18 (seconds) DEFLEC99 AE8974 GEOID HEIGHT- -26.98 (meters) GEOID03 AE8974 DYNAMIC HT - 268.810 (meters) 881.92 (feet) COMP AE8974 MODELED GRAV- 980,589.7 (mgal) NAVD 88 AE8974 AE8974 HORZ ORDER - SECOND AE8974 VERT ORDER - SECOND CLASS I AE8974 AE8974.The horizontal coordinates were established by classical geodetic methods AE8974.and adjusted by the National Geodetic Survey in March 1999. AE8974 AE8974.The orthometric height was determined by differential leveling AE8974.and adjusted by the National Geodetic Survey in August 2004. AE8974 AE8974.The Laplace correction was computed from DEFLEC99 derived deflections. AE8974 AE8974.The geoid height was determined by GEOID03. AE8974 AE8974.The dynamic height is computed by dividing the NAVD 88 AE8974.geopotential number by the normal gravity value computed on the AE8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE8974.degrees latitude (g = 980.6199 gals.). AE8974 AE8974.The modeled gravity was interpolated from observed gravity values. AE8974 AE8974; North East Units Scale Factor Converg. AE8974;SPC MN S - 320,314.683 851,348.682 MT 0.99995703 +0 27 22.9 AE8974;UTM 15 - 4,980,893.790 472,489.487 MT 0.99960931 -0 14 48.0 AE8974 AE8974! - Elev Factor x Scale Factor = Combined Factor AE8974!SPC MN S - 0.99996208 x 0.99995703 = 0.99991912 AE8974!UTM 15 - 0.99996208 x 0.99960931 = 0.99957141 AE8974 AE8974: Primary Azimuth Mark Grid Az AE8974:SPC MN S - HEZ TEMP 141 21 00.0 AE8974:UTM 15 - HEZ TEMP 142 03 10.9 AE8974 AE8974|---------------------------------------------------------------------| AE8974| PID Reference Object Distance Geod. Az | AE8974| dddmmss.s | AE8974| AE8951 HEZ TEMP APPROX. 0.5 KM 1414822.9 | AE8974| AE9091 WPA RM 1 22631 | AE8974| AE9092 WPA RM 2 8.581 METERS 32058 | AE8974|---------------------------------------------------------------------| AE8974 AE8974 SUPERSEDED SURVEY CONTROL AE8974 AE8974 NAD 83(1986)- 44 58 51.42649(N) 093 20 56.15975(W) AD( ) 2 AE8974 AE8974.Superseded values are not recommended for survey control. AE8974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8974.See file dsdata.txt to determine how the superseded data were derived. AE8974 AE8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7248980894(NAD 83) AE8974_MARKER: DH = HORIZONTAL CONTROL DISK AE8974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE8974_STAMPING: WPA 1982 AE8974_MARK LOGO: MNDT AE8974_PROJECTION: FLUSH AE8974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE8974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8974+STABILITY: SURFACE MOTION AE8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8974+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003 AE8974 AE8974 HISTORY - Date Condition Report By AE8974 HISTORY - 1982 MONUMENTED MNDT AE8974 HISTORY - 19880601 GOOD MNDT AE8974 HISTORY - 19980609 GOOD MNDT AE8974 HISTORY - 20030502 GOOD MNDT AE8974 AE8974 STATION DESCRIPTION AE8974 AE8974'DESCRIBED BY MN DEPT OF TRANSP 1988 (DKH) AE8974'RECOVERED BY MNDT 1988. THE STATION IS LOCATED IN THE SOUTH PART OF AE8974'THE TOWN OF GOLDEN VALLEY,IN THE SE 1/4 OF SECTION 33, T118N, R21W, IN AE8974'A SMALL PARK ON THE WEST SIDE OF TRUNK HIGHWAY 100, 0.25 MILE (0.40 AE8974'KM) SOUTH OF TRUNK HIGHWAY 55. THE STATION MARKS ARE STANDARD MNDT AE8974'HORIZONTAL CONTROL MONUMENT DISKS STAMPED---WPA 1982---. THE SURFACE AE8974'STATION DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AE8974'THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 76.5 FEET AE8974'(23.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF AE8974'TRUNK HIGHWAY 100, 29.0 FEET (8.8 M) SOUTH-SOUTHEAST OF THE CENTER OF AE8974'A FLAG POLE, AND 7.5 FEET (2.3 M) WEST OF THE WEST EDGE OF A AE8974'BITUMINOUS PARKING LOT. THE UNDERGROUND STATION DISK IS SET IN THE AE8974'TOP OF AN IRREGULAR MASS OF CONCRETE 4.5 FEET (1.4 M) BELOW THE AE8974'SURFACE OF THE GROUND. REFERENCE MARK NUMBER 1, A STANDARD MNDT AE8974'REFERENCE MARK DISK STAMPED---WPA NO 1 1982---, IS SET IN THE TOP OF A AE8974'10 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE AE8974'GROUND. THE MARK IS 34.8 FEET (10.6 M) WEST OF THE WEST EDGE OF A AE8974'BITUMINOUS PARKING LOT AND 39.2 FEET (11.9 M) SOUTH-SOUTHWEST OF THE AE8974'CENTER OF A FLAG POLE. REFERENCE MARK NUMBER 2, A STANDARD MNDT AE8974'REFERENCE MARK DISK STAMPED---WPA NO 2 1982---, IS SET FLUSH IN A AE8974'DRILL HOLE IN THE TOP OF THE CONCRETE BASE FOR A FLAG POLE. THE MARK AE8974'IS 12.3 FEET (3.7 M) WEST OF THE WEST EDGE OF A BITUMINOUS PARKING LOT AE8974'NAD 7.2 FEET (2.2 M) SOUTHEAST OF THE CENTER OF A FLAG POLE. A STEEL AE8974'ROD IN THE CONCRETE MONUMENTS MAKES THE STATION MARKS AND REFERENCE AE8974'MARK NUMBER 1 MAGNETIC. AE8974 AE8974 STATION RECOVERY (1998) AE8974 AE8974'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS) AE8974'THE MARK WAS RECOVERED AS DESCRIBED AND IS IN THE SW 1/4 OF SECTION AE8974'19, T29N, R21W. AE8974 AE8974 STATION RECOVERY (2003) AE8974 AE8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (SB) AE8974'IN GOLDEN VALLEY, IN SMALL PARK, 0.25 MILE SOUTH OF TRUNK HIGHWAY 55, AE8974'75 FEET SOUTHWEST OF NOISEWALL AT TRUNK HIGHWAY 100 MILEPOINT 8.65, AE8974'28.15 FEET NORTHEAST OF REFERENCE MARK 1, 24.00 FEET SOUTHEAST OF AE8974'REFERENCE MARK 2, 200 FEET NORTHEAST OF TURNERS CROSSROAD LILAC DRIVE AE8974'STREET SIGN, 150 FEET NORTHWEST OF NORTHWEST CORNER OF TRUNK HIGHWAY AE8974'100 BRIDGE OVER LILAC DRIVE, 2 FEET EAST OF WITNESS POST, 12 FEET AE8974'SOUTHEAST OF PINE TREE, 12 FEET NORTHEAST OF TREE.