1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE4637 *********************************************************************** AE4637 DESIGNATION - ANN RM 1 AE4637 PID - AE4637 AE4637 STATE/COUNTY- MN/CARVER AE4637 USGS QUAD - SHAKOPEE (1993) AE4637 AE4637 *CURRENT SURVEY CONTROL AE4637 ___________________________________________________________________ AE4637* NAD 83(1986)- 44 51 46. (N) 093 34 19. (W) SCALED AE4637* NAVD 88 - 294.715 (meters) 966.91 (feet) ADJUSTED AE4637 ___________________________________________________________________ AE4637 GEOID HEIGHT- -26.70 (meters) GEOID03 AE4637 DYNAMIC HT - 294.712 (meters) 966.90 (feet) COMP AE4637 MODELED GRAV- 980,594.6 (mgal) NAVD 88 AE4637 AE4637 VERT ORDER - SECOND CLASS I AE4637 AE4637.The horizontal coordinates were scaled from a topographic map and have AE4637.an estimated accuracy of +/- 6 seconds. AE4637 AE4637.The orthometric height was determined by differential leveling AE4637.and adjusted by the National Geodetic Survey in November 1999. AE4637 AE4637.The geoid height was determined by GEOID03. AE4637 AE4637.The dynamic height is computed by dividing the NAVD 88 AE4637.geopotential number by the normal gravity value computed on the AE4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE4637.degrees latitude (g = 980.6199 gals.). AE4637 AE4637.The modeled gravity was interpolated from observed gravity values. AE4637 AE4637; North East Units Estimated Accuracy AE4637;SPC MN S - 307,070. 833,830. MT (+/- 180 meters Scaled) AE4637 AE4637 SUPERSEDED SURVEY CONTROL AE4637 AE4637.No superseded survey control is available for this station. AE4637 AE4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK548678(NAD 83) AE4637_MARKER: DR = REFERENCE MARK DISK AE4637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE4637_STAMPING: ANN NO 1 1975 AE4637_MARK LOGO: MNDT AE4637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE4637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4637+STABILITY: SURFACE MOTION AE4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE4637+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992 AE4637 AE4637 HISTORY - Date Condition Report By AE4637 HISTORY - 1975 MONUMENTED MNDT AE4637 HISTORY - 19901130 MARK NOT FOUND MNDT AE4637 HISTORY - 19920804 GOOD MNDT AE4637 AE4637 STATION DESCRIPTION AE4637 AE4637'DESCRIBED BY MN DEPT OF TRANSP 1990 (MRX) AE4637'THE MARK IS LOCATED 2 MILES WEST OF CHANHASSEN, 1.3 MILES EAST OF THE AE4637'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 41. , 165.19 FEET AE4637'SOUTHEAST OF STATION ANN MNDT. THE MARK IS 65.5 FEET SOUTH OF TRUNK AE4637'HIGHWAY 5, 31 FEET EAST OF FIELD ENTRANCE, 3.8 FEET NORTHWEST OF POWER AE4637'POLE, 1.6 FEET NORTH OF WITNESS POST AE4637 AE4637 STATION RECOVERY (1992) AE4637 AE4637'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) AE4637'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3131 *********************************************************************** PP3131 CBN - This is a Cooperative Base Network Control Station. PP3131 DESIGNATION - ASTRO PP3131 PID - PP3131 PP3131 STATE/COUNTY- MN/CARVER PP3131 USGS QUAD - MAYER (1981) PP3131 PP3131 *CURRENT SURVEY CONTROL PP3131 ___________________________________________________________________ PP3131* NAD 83(1996)- 44 54 20.82151(N) 093 55 48.89483(W) ADJUSTED PP3131* NAVD 88 - 299.3 (meters) 982. (feet) GPS OBS PP3131 ___________________________________________________________________ PP3131 X - -310,164.938 (meters) COMP PP3131 Y - -4,514,538.848 (meters) COMP PP3131 Z - 4,480,130.642 (meters) COMP PP3131 LAPLACE CORR- 1.75 (seconds) DEFLEC99 PP3131 ELLIP HEIGHT- 271.92 (meters) (01/15/97) GPS OBS PP3131 GEOID HEIGHT- -27.39 (meters) GEOID03 PP3131 PP3131 HORZ ORDER - B PP3131 ELLP ORDER - FOURTH CLASS I PP3131 PP3131.The horizontal coordinates were established by GPS observations PP3131.and adjusted by the National Geodetic Survey in January 1997. PP3131 PP3131.The orthometric height was determined by GPS observations and a PP3131.high-resolution geoid model. PP3131 PP3131.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3131 PP3131.The Laplace correction was computed from DEFLEC99 derived deflections. PP3131 PP3131.The ellipsoidal height was determined by GPS observations PP3131.and is referenced to NAD 83. PP3131 PP3131.The geoid height was determined by GEOID03. PP3131 PP3131; North East Units Scale Factor Converg. PP3131;SPC MN S - 311,759.283 805,508.393 MT 0.99994691 +0 02 56.0 PP3131;UTM 15 - 4,972,905.133 426,562.110 MT 0.99966632 -0 39 24.2 PP3131 PP3131! - Elev Factor x Scale Factor = Combined Factor PP3131!SPC MN S - 0.99995737 x 0.99994691 = 0.99990428 PP3131!UTM 15 - 0.99995737 x 0.99966632 = 0.99962370 PP3131 PP3131: Primary Azimuth Mark Grid Az PP3131:SPC MN S - GER TEMP 180 54 51.1 PP3131:UTM 15 - GER TEMP 181 37 11.3 PP3131 PP3131|---------------------------------------------------------------------| PP3131| PID Reference Object Distance Geod. Az | PP3131| dddmmss.s | PP3131| CJ3806 ASTRO RM 1 14.961 METERS 11832 | PP3131| PP3120 MAYER MUNICIPAL TANK APPROX. 3.9 KM 1231833.3 | PP3131| PP3113 MAYER ZION LUTH CH CROSS APPROX. 3.9 KM 1244218.1 | PP3131| PP3133 GER TEMP APPROX. 1.6 KM 1805747.1 | PP3131| CJ3807 ASTRO RM 2 15.645 METERS 23513 | PP3131| PP1905 1003 H 290.304 METERS 26836 | PP3131|---------------------------------------------------------------------| PP3131 PP3131 SUPERSEDED SURVEY CONTROL PP3131 PP3131 NAD 83(1986)- 44 54 20.81478(N) 093 55 48.88997(W) AD( ) 2 PP3131 NAD 27 - 44 54 20.95049(N) 093 55 48.00214(W) AD( ) 2 PP3131 NGVD 29 (07/19/86) 299.24 (m) 981.8 (f) LEVELING 3 PP3131 PP3131.Superseded values are not recommended for survey control. PP3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3131.See file dsdata.txt to determine how the superseded data were derived. PP3131 PP3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2656272905(NAD 83) PP3131_MARKER: DV = VERTICAL CONTROL DISK PP3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP3131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PP3131_STAMPING: ASTRO 1979 PP3131_MARK LOGO: MNDT PP3131_PROJECTION: RECESSED 15 CENTIMETERS PP3131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT PP3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP3131+STABILITY: SURFACE MOTION PP3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3131+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 PP3131 PP3131 HISTORY - Date Condition Report By PP3131 HISTORY - 1979 MONUMENTED MNDT PP3131 HISTORY - 19941129 GOOD MNDT PP3131 HISTORY - 19971223 GOOD MNDT PP3131 HISTORY - 19980401 GOOD MNDT PP3131 HISTORY - 20030623 GOOD MNDT PP3131 HISTORY - 20031014 GOOD MNDT PP3131 HISTORY - 20040819 GOOD MNDT PP3131 PP3131 STATION DESCRIPTION PP3131 PP3131'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH) PP3131'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF MAYER, PP3131'IN THE NW 1/4 OF SECTION 35, T117N, R26W, ON THE SOUTH RIGHT-OF-WAY OF PP3131'TRUNK HIGHWAY 7 AT MILEPOINT 164. PP3131' PP3131'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK PP3131'HIGHWAY 7, 1.5 MILES NORTH-NORTHEAST OF MAYER, GO WEST ON TRUNK PP3131'HIGHWAY 7 FOR 3.0 MILES TO THE STATION ON THE LEFT. PP3131' PP3131'THE STATION MARKS ARE STANDARD MNDT VERTICAL CONTROL MONUMENT DISKS PP3131'STAMPED---ASTRO 1979---. THE SURFACE STATION DISK IS SET IN THE TOP PP3131'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PP3131'THE GROUND. THE MARK IS 44 FEET SOUTH OF THE CENTERLINE OF TRUNK PP3131'HIGHWAY 7, 11 FEET EAST OF THE CENTER OF AN ENTRANCE, 49.5 FEET PP3131'NORTHEAST OF A POWER POLE, 28.7 FEET NORTH-NORTHWEST OF AN UNDERGROUND PP3131'CABLE MARKER, AND 27.7 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST. PP3131'THE UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE PP3131'4.5 FEET BELOW THE SURFACE OF THE GROUND. PP3131' PP3131'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK PP3131'STAMPED---ASTRO NO 1 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP3131'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP3131'MARK IS 68 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7, 54.5 FEET PP3131'EAST OF THE CENTER OF AN ENTRANCE, 86 FEET EAST-NORTHEAST OF A POWER PP3131'POLE, 28.4 FEET EAST-NORTHEAST OF AN UNDERGROUND CABLE MARKER, AND PP3131'29.8 FEET EAST-NORTHEAST OF A STEEL WITNESS POST. PP3131' PP3131'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK PP3131'STAMPED---ASTRO NO 2 1979---, IS SET IN THE TOP OF A 12 INCH ROUND PP3131'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP3131'MARK IS 74 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7, 31 FEET PP3131'WEST OF THE CENTER OF AN ENTRANCE, 57.5 FEET WEST OF AN UNDERGROUND PP3131'CABLE MARKER, 4.6 FEET SOUTH OF A POWER POLE, AND 55.7 FEET WEST OF A PP3131'STEEL WITNESS POST. PP3131' PP3131'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL THE MARKS MAGNETIC. PP3131 PP3131 STATION RECOVERY (1994) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) PP3131'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS PP3131'DESCRIBED. THE CHAINED DISTANCES FROM THE STATION TO RM 1 AND RM 2 PP3131'CHECKED. THE STATION IS NOW 11.2 FT (3.4 M) WEST OF A NEW WIT POST. PP3131'RECOVERY NOTE BY DAVID K. HERDER, TYPED BY G.W.O. PP3131 PP3131 STATION RECOVERY (1997) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH) PP3131'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. PP3131 PP3131 STATION RECOVERY (1998) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3131'THE MARK WAS RECOVERED AS DESCRIBED. RM 1 AND 2 OK. PP3131 PP3131 STATION RECOVERY (2003) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (TLM) PP3131'THE MARK WAS RECOVERED AS DESCRIBED. PP3131 PP3131 STATION RECOVERY (2003) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS) PP3131'THE MARK IS LOCATED 2 MILES NORTHWEST OF MAYER, AT TRUNK HIGHWAY 7 PP3131'MILE POINT 164. THE MARK IS 44 FEET SOUTH OF TRUNK HIGHWAY 7, IN PP3131'ENTRANCE, 8 FEET EAST OF CENTER OF ENTRANCE, 48.2 FEET NORTHEAST OF A PP3131'POWER POLE, 28.7 FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE MARKER, PP3131'27.7 FEET NORTH-NORTHWEST OF WITNESS POST, 49.08 FEET NORTHWEST OF PP3131'REFERENCE MARK 1, 51.33 FEET NORTHEAST OF REFERENCE MARK 2, 104 FEET PP3131'EAST OF MILEPOST 164 PP3131 PP3131 STATION RECOVERY (2004) PP3131 PP3131'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) PP3131'THE MARK IS LOCATED 2 MILES NORTHWEST OF MAYER, AT TRUNK HIGHWAY 7 MIL PP3131'E POINT 164. THE MARK IS 44 FEET SOUTH OF TRUNK HIGHWAY 7, IN ENTRANC PP3131'E, 8 FEET EAST OF CENTER OF ENTRANCE, 48.2 FEET NORTHEAST OF A POWER P PP3131'OLE, 28.7 FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE MARKER, 27.7 FE PP3131'ET NORTH-NORTHWEST OF WITNESS POST, 49.08 FEET NORTHWEST OF REFERENCE PP3131'MARK 1, 51.33 FEET NORTHEAST OF REFERENCE MARK 2, 104 FEET EAST OF MIL PP3131'EPOST 164 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP1969 *********************************************************************** PP1969 DESIGNATION - CHASKA RESET PP1969 PID - PP1969 PP1969 STATE/COUNTY- MN/CARVER PP1969 USGS QUAD - SHAKOPEE (1993) PP1969 PP1969 *CURRENT SURVEY CONTROL PP1969 ___________________________________________________________________ PP1969* NAD 83(1996)- 44 48 31.98816(N) 093 36 08.05267(W) ADJUSTED PP1969* NAVD 88 - 281.850 (meters) 924.70 (feet) ADJUSTED PP1969 ___________________________________________________________________ PP1969 LAPLACE CORR- 0.07 (seconds) DEFLEC99 PP1969 GEOID HEIGHT- -26.70 (meters) GEOID03 PP1969 DYNAMIC HT - 281.848 (meters) 924.70 (feet) COMP PP1969 MODELED GRAV- 980,601.0 (mgal) NAVD 88 PP1969 PP1969 HORZ ORDER - SECOND PP1969 VERT ORDER - SECOND CLASS 0 PP1969 PP1969.The horizontal coordinates were established by classical geodetic methods PP1969.and adjusted by the National Geodetic Survey in March 1999. PP1969 PP1969.The orthometric height was determined by differential leveling PP1969.and adjusted by the National Geodetic Survey in June 1991. PP1969 PP1969.The Laplace correction was computed from DEFLEC99 derived deflections. PP1969 PP1969.The geoid height was determined by GEOID03. PP1969 PP1969.The dynamic height is computed by dividing the NAVD 88 PP1969.geopotential number by the normal gravity value computed on the PP1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP1969.degrees latitude (g = 980.6199 gals.). PP1969 PP1969.The modeled gravity was interpolated from observed gravity values. PP1969 PP1969; North East Units Scale Factor Converg. PP1969;SPC MN S - 301,065.923 831,464.324 MT 0.99993641 +0 16 43.7 PP1969;UTM 15 - 4,961,896.758 452,376.990 MT 0.99962789 -0 25 28.0 PP1969 PP1969! - Elev Factor x Scale Factor = Combined Factor PP1969!SPC MN S - 0.99996000 x 0.99993641 = 0.99989641 PP1969!UTM 15 - 0.99996000 x 0.99962789 = 0.99958790 PP1969 PP1969: Primary Azimuth Mark Grid Az PP1969:SPC MN S - CHASKA AZ MK 000 20 31.9 PP1969:UTM 15 - CHASKA AZ MK 001 02 43.6 PP1969 PP1969|---------------------------------------------------------------------| PP1969| PID Reference Object Distance Geod. Az | PP1969| dddmmss.s | PP1969| PP1968 CHASKA AZ MK 0003715.6 | PP1969| CJ3947 CHASKA RM 1 28.517 METERS 01013 | PP1969| PP1970 CHASKA RM 3 11.256 METERS 03727 | PP1969| PP2968 SHAKOPEE ST MARKS CH CROSS APPROX. 6.0 KM 1043504.8 | PP1969| PP2974 SHAKOPEE RAHR CO W FLAGSTAFF APPROX. 5.2 KM 1050606.9 | PP1969| PP2965 SHAKOPEE RAHR CO FLAGSTAFF APPROX. 5.3 KM 1051334.9 | PP1969| PP2967 SHAKOPEE MUNICIPAL TANK APPROX. 6.5 KM 1104855.3 | PP1969| PP2966 CHASKA GUARDIAN ANGEL CH CROSS APPROX. 1.3 KM 1804829.3 | PP1969| CJ3948 CHASKA RM 2 31.839 METERS 26454 | PP1969|---------------------------------------------------------------------| PP1969 PP1969 SUPERSEDED SURVEY CONTROL PP1969 PP1969 NAD 83(1986)- 44 48 31.98273(N) 093 36 08.04974(W) AD( ) 2 PP1969 NAD 27 - 44 48 32.11460(N) 093 36 07.20500(W) AD( ) 2 PP1969 NGVD 29 (??/??/92) 281.810 (m) 924.57 (f) ADJ UNCH 2 0 PP1969 PP1969.Superseded values are not recommended for survey control. PP1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP1969.See file dsdata.txt to determine how the superseded data were derived. PP1969 PP1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5237761897(NAD 83) PP1969_MARKER: DS = TRIANGULATION STATION DISK PP1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT PP1969_STAMPING: CHASKA 1956 1967 PP1969_MARK LOGO: CGS PP1969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP1969+STABILITY: SURFACE MOTION PP1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP1969+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992 PP1969 PP1969 HISTORY - Date Condition Report By PP1969 HISTORY - 1967 MONUMENTED CGS PP1969 HISTORY - 1969 GOOD MNHD PP1969 HISTORY - 1970 GOOD NGS PP1969 HISTORY - 1970 GOOD MNDT PP1969 HISTORY - 1973 GOOD MNHD PP1969 HISTORY - 1974 GOOD MNHD PP1969 HISTORY - 1982 GOOD NGS PP1969 HISTORY - 19901128 GOOD MNDT PP1969 HISTORY - 19920727 GOOD MNDT PP1969 PP1969 STATION DESCRIPTION PP1969 PP1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS) PP1969'SURFACE MARK WAS REPORTED DESTROYED. THE SUB-SURFACE MARK WAS PP1969'RECOVERED, AND LOWERED ABOUT 4 FEET AND A NEW SURFACE MARK WAS PP1969'SET BY THE MINNESOTA STATE HIGHWAY DEPARTMENT. AZIMUTH MARK PP1969'AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION. PP1969'REFERENCE MARK NO. 1 APPEARS DESTROYED BY GRADER OPERATIONS. PP1969'REFERENCE MARK NO. 3 WAS SET. PP1969' PP1969'A NEW DESCRIPTION FOLLOWS-- PP1969' PP1969'STATION IS LOCATED ON THE NORTH SIDE OF A SMALL HILL WHICH HAS PP1969'BEEN BLADED FOR THE PURPOSE OF BUILDING SITES, ABOUT 1-1/4 MILES PP1969'NORTH OF CHASKA IN THE SOUTHEAST QUARTER OF SEC. 32 T. 116 N. PP1969'R. 23 W. AND ALONG THE WEST SIDE OF STATE HIGHWAY 41. STATION, PP1969'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST AND PP1969'STAMPED CHASKA 1956 1967 IS 57 FEET WEST OF THE CENTERLINE OF PP1969'STATE HIGHWAY 41, 23 FEET NORTHWEST OF FENCE CORNER, 25 FEET PP1969'EAST-NORTHEAST OF A POWERLINE POLE, 16 FEET NORTH OF FENCELINE PP1969'AND 3 FEET WEST OF A WITNESS POST. THE MARK PROJECTS 3 PP1969'INCHES. PP1969' PP1969'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. PP1969'HIGHWAY 212 AND STATE HIGHWAY 41 AT THE NORTH EDGE OF CHASKA, PP1969'GO NORTH ON STATE HIGHWAY 41 FOR 1.25 MILE TO STATION ON LEFT PP1969'(WEST) SIDE OF HIGHWAY. CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE PP1969'TO AZIMUTH MARK ON RIGHT (EAST) SIDE OF HIGHWAY AS DESCRIBED. PP1969' PP1969'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND PP1969'CONCRETE POST AND STAMPED CHASKA NO 2 1956, IS 125 FEET WEST OF PP1969'FENCE CORNER, 78 FEET WEST-NORTHWEST OF A POWERLINE POLE AND 3 PP1969'FEET NORTH OF AN EAST-WEST FENCE. THE MARK IS ABOUT 4 INCHES PP1969'BELOW THE SURFACE OF THE GROUND. PP1969' PP1969'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A DRILLHOLE IN PP1969'OUTCROPPING ROCK AND STAMPED CHASKA 1956 NO 3 1968 IS 60 FEET PP1969'NORTHEAST OF A POWERLINE POLE, 45 FEET NORTH OF FENCE CORNER AND PP1969'33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 41. PROJECTS PP1969'ABOUT 3 INCHES. PP1969' PP1969'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE PP1969'POST AND STAMPED CHASKA 1956 IS ABOUT 100 FEET SOUTHWEST OF A PP1969'BARN, 35 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 41, 2 PP1969'FEET WEST OF A FENCE 1.5 FEET SOUTH OF A WOOD WITNESS POST AND PP1969'1 FOOT NORTHWEST OF A STEEL WITNESS POST. THE MARK PROJECTS 4 PP1969'INCHES. PP1969' PP1969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 PP1969'MILES NORTH OF CHASKA PP1969 PP1969 STATION RECOVERY (1969) PP1969 PP1969'RECOVERY NOTE BY MN HIGHWAY DEPT 1969 (OCO) PP1969'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED IN PP1969'GOOD CONDITION. REFERENCE MARK NO. 1 NOT SEARCHED FOR. PP1969' PP1969'DESCRIPTION ADEQUATE. PP1969 PP1969 STATION RECOVERY (1970) PP1969 PP1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AHS) PP1969'STATION MARK, R.M. 3 AND AZIMUTH MARK FOUND IN GOOD CONDITION. PP1969'R.M. 2 WAS SEARCHED FOR AND NOT FOUND. PP1969' PP1969'STATION MARK AND R.M. 3 ARE 0.1 MILES NORTHWEST OF THE CHASKA PP1969'SENIOR HIGH SCHOOL, IN THE VILLAGE OF CHASKA. PP1969' PP1969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES PP1969'NORTH OF CHASKA PP1969 PP1969 STATION RECOVERY (1970) PP1969 PP1969'RECOVERY NOTE BY MN DEPT OF TRANSP 1970 PP1969'IN CHASKA. PP1969'MARK IS LOCATED IN THE VILLAGE OF CHASKA, 1.35 MILES NORTH ALONG T.H. PP1969'41 FROM THE JUNCTION OF T.H. 212, 0.1 MILES NORTHWEST OF CHASKA SENIOR PP1969'HIGH SCHOOL, 57 FEET WEST OF T.H. 41 CENTERLINE, 37 FEET SOUTHWEST OF PP1969'CHASKA RM 3, 25 FEET EAST-NORTHEAST OF A POWER POLE, 3 FEET WEST OF A PP1969'STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND. PP1969'SE 1/4 SECTION 32, T 116N, R 23W. PP1969 PP1969 STATION RECOVERY (1973) PP1969 PP1969'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (KS) PP1969'TO REACH - DESCRIPTION ADEQUATE PP1969' PP1969'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARKS ALL RECOVERED PP1969'IN GOOD CONDITION. ADDITIONS AND CORRECTIONS FOLLOW-- PP1969' PP1969'STATION MARK - DELETE 16 FT. NORTH OF FENCE LINE. PP1969' PP1969'REFERENCE MARK NO. 2 - DELETE 3 FT. NORTH OF EAST-WEST FENCE. PP1969 PP1969 STATION RECOVERY (1974) PP1969 PP1969'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (DKH) PP1969'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK NUMBER 2 AND PP1969'REFERENCE MARK NUMBER 3 WERE RECOVERED IN GOOD CONDITION AS PP1969'DESCRIBED. THE DISTANCE FROM THE STATION MARK TO REFERENCE MARK PP1969'NUMBER 3 IS 36.93 FEET. PP1969' PP1969'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET. PP1969' PP1969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES PP1969'NORTH OF CHASKA PP1969 PP1969 STATION RECOVERY (1982) PP1969 PP1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC) PP1969'AZ MK., STATION AND RM NO. 3 RECOVERED AS DESCRIBED. RM NO. 2 PP1969'SEARCHED FOR BUT BELIEVED TO HAVE BEEN DESTROYED. PP1969' PP1969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES PP1969'NORTH OF CHASKA. PP1969 PP1969 STATION RECOVERY (1990) PP1969 PP1969'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) PP1969'IN CHASKA, 1.3 MILES NORTH ALONG TRUNK HIGHWAY 41 FROM JUNCTION OF PP1969'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212, 57 FEET WEST OF TRUNK HIGHWAY PP1969'41, 23 FEET NORTHWEST OF FENCE CORNER, 25 FEET EAST-NORTHEAST OF POWER PP1969'POLE, 3.0 FEET WEST OF WITNESS POST, 104.46 FEET EAST-NORTHEAST OF PP1969'REFERENCE MARK 2, 36.93 FEET SOUTHWEST OF REFERENCE MARK 3, FLUSH, PP1969'MAGNETIC, GOOD FOR GPS, CARVER COUNTY REPORTED STATION DESTROYED PP1969 PP1969 STATION RECOVERY (1992) PP1969 PP1969'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) PP1969'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AE5173 *********************************************************************** AE5173 DESIGNATION - HAZE AE5173 PID - AE5173 AE5173 STATE/COUNTY- MN/CARVER AE5173 USGS QUAD - SHAKOPEE (1993) AE5173 AE5173 *CURRENT SURVEY CONTROL AE5173 ___________________________________________________________________ AE5173* NAD 83(1986)- 44 50 15. (N) 093 36 07. (W) SCALED AE5173* NAVD 88 - 294.364 (meters) 965.76 (feet) ADJUSTED AE5173 ___________________________________________________________________ AE5173 GEOID HEIGHT- -26.69 (meters) GEOID03 AE5173 DYNAMIC HT - 294.361 (meters) 965.75 (feet) COMP AE5173 MODELED GRAV- 980,597.1 (mgal) NAVD 88 AE5173 AE5173 VERT ORDER - SECOND CLASS I AE5173 AE5173.The horizontal coordinates were scaled from a topographic map and have AE5173.an estimated accuracy of +/- 6 seconds. AE5173 AE5173.The orthometric height was determined by differential leveling AE5173.and adjusted by the National Geodetic Survey in November 1999. AE5173 AE5173.The geoid height was determined by GEOID03. AE5173 AE5173.The dynamic height is computed by dividing the NAVD 88 AE5173.geopotential number by the normal gravity value computed on the AE5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE5173.degrees latitude (g = 980.6199 gals.). AE5173 AE5173.The modeled gravity was interpolated from observed gravity values. AE5173 AE5173; North East Units Estimated Accuracy AE5173;SPC MN S - 304,250. 831,470. MT (+/- 180 meters Scaled) AE5173 AE5173 SUPERSEDED SURVEY CONTROL AE5173 AE5173.No superseded survey control is available for this station. AE5173 AE5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK524650(NAD 83) AE5173_MARKER: DH = HORIZONTAL CONTROL DISK AE5173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE5173_STAMPING: HAZE 1990 AE5173_MARK LOGO: MNDT AE5173_PROJECTION: FLUSH AE5173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE5173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5173+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992 AE5173 AE5173 HISTORY - Date Condition Report By AE5173 HISTORY - 1990 MONUMENTED MNDT AE5173 HISTORY - 19901127 GOOD MNDT AE5173 HISTORY - 19920728 GOOD MNDT AE5173 AE5173 STATION DESCRIPTION AE5173 AE5173'DESCRIBED BY MN DEPT OF TRANSP 1990 (MRX) AE5173'THE MARK IS LOCATED AT CHASKA, 1.85 MILES SOUTH ON TRUNK HIGHWAY 41 AE5173'FROM THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5 AT AE5173'CHANHASSEN AT TRUNK HIGHWAY 41 MILE POINT 5.35, NEAR TRUNK HIGHWAY 41 AE5173'BRIDGE 10006 OVER RAILROAD. THE MARK IS 21.0 FEET EAST OF TRUNK AE5173'HIGHWAY 41, 3.6 FEET EAST OF GUARDRAIL, 27.6 FEET NORTH-NORTHEAST OF AE5173'NORTHEAST CORNER OF BRIDGE, 2.3 FEET EAST OF WITNESS POST. AE5173 AE5173 STATION RECOVERY (1992) AE5173 AE5173'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) AE5173'RECOVERED IN GOOD CONDITION. ABOUT 3.5 MI (5.6 KM) NORTH OF CHASKA, AE5173'1.85 MI (2.98 KM) SOUTH ON TH 41 FROM JUNCTION OF TH 41 AND TH 5 AT AE5173'CHANHASSEN, NEAR TH 41 BRIDGE 10006 OVER RAILROAD, AT TH 41 MILEPOST AE5173'5.35, 21.0 FEET (6.4 M) EAST OF THE 41, 3.6 FEET (1.1 M) EAST OF AE5173'GUARDRAIL, 27.6 FEET (8.4 M) NNE OF NE CORNER OF BRIDGE, 2.3 FEET (0.7 AE5173'M) EAST OF A WITNESS POST. SET 50M FLUSH. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP2985 *********************************************************************** PP2985 DESIGNATION - JON PP2985 PID - PP2985 PP2985 STATE/COUNTY- MN/CARVER PP2985 USGS QUAD - SHAKOPEE (1993) PP2985 PP2985 *CURRENT SURVEY CONTROL PP2985 ___________________________________________________________________ PP2985* NAD 83(1996)- 44 51 33.79962(N) 093 35 50.10223(W) ADJUSTED PP2985* NAVD 88 - 313.211 (meters) 1027.59 (feet) ADJUSTED PP2985 ___________________________________________________________________ PP2985 LAPLACE CORR- 1.56 (seconds) DEFLEC99 PP2985 GEOID HEIGHT- -26.71 (meters) GEOID03 PP2985 DYNAMIC HT - 313.207 (meters) 1027.58 (feet) COMP PP2985 MODELED GRAV- 980,594.2 (mgal) NAVD 88 PP2985 PP2985 HORZ ORDER - SECOND PP2985 VERT ORDER - SECOND CLASS I PP2985 PP2985.The horizontal coordinates were established by classical geodetic methods PP2985.and adjusted by the National Geodetic Survey in March 1999. PP2985 PP2985.The orthometric height was determined by differential leveling PP2985.and adjusted by the National Geodetic Survey in November 1999. PP2985.WARNING-Repeat measurements at this control monument indicate possible PP2985.vertical movement. PP2985 PP2985.The Laplace correction was computed from DEFLEC99 derived deflections. PP2985 PP2985.The geoid height was determined by GEOID03. PP2985 PP2985.The dynamic height is computed by dividing the NAVD 88 PP2985.geopotential number by the normal gravity value computed on the PP2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP2985.degrees latitude (g = 980.6199 gals.). PP2985 PP2985.The modeled gravity was interpolated from observed gravity values. PP2985 PP2985; North East Units Scale Factor Converg. PP2985;SPC MN S - 306,679.789 831,831.098 MT 0.99994152 +0 16 56.3 PP2985;UTM 15 - 4,967,503.952 452,812.519 MT 0.99962738 -0 25 16.6 PP2985 PP2985! - Elev Factor x Scale Factor = Combined Factor PP2985!SPC MN S - 0.99995508 x 0.99994152 = 0.99989660 PP2985!UTM 15 - 0.99995508 x 0.99962738 = 0.99958248 PP2985 PP2985: Primary Azimuth Mark Grid Az PP2985:SPC MN S - JON AZ MK 225 37 37.2 PP2985:UTM 15 - JON AZ MK 226 19 50.1 PP2985 PP2985|---------------------------------------------------------------------| PP2985| PID Reference Object Distance Geod. Az | PP2985| dddmmss.s | PP2985| PP2979 CHANHASSEN WATER TANK APPROX. 5.1 KM 0815941.1 | PP2985| PP2978 CHANHASSEN CATH CH SPIRE APPROX. 5.3 KM 0865559.5 | PP2985| AE4638 JON RM 1 24.694 METERS 18138 | PP2985| PP2986 JON AZ MK APPROX. 0.6 KM 2255433.5 | PP2985| PP1987 EXCELSIOR AZ MK 221.859 METERS 35842 | PP2985|---------------------------------------------------------------------| PP2985 PP2985 SUPERSEDED SURVEY CONTROL PP2985 PP2985 NAD 83(1986)- 44 51 33.79441(N) 093 35 50.09867(W) AD( ) 2 PP2985 NAD 27 - 44 51 33.93040(N) 093 35 49.25201(W) AD( ) 2 PP2985 NGVD 29 (07/19/86) 313.26 (m) 1027.8 (f) LEVELING 3 PP2985 PP2985.Superseded values are not recommended for survey control. PP2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP2985.See file dsdata.txt to determine how the superseded data were derived. PP2985 PP2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5281367504(NAD 83) PP2985_MARKER: DH = HORIZONTAL CONTROL DISK PP2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP2985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PP2985_STAMPING: JON 1975 PP2985_MARK LOGO: MNDT PP2985_PROJECTION: FLUSH PP2985_MAGNETIC: O = OTHER; SEE DESCRIPTION PP2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP2985+STABILITY: SURFACE MOTION PP2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP2985+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992 PP2985 PP2985 HISTORY - Date Condition Report By PP2985 HISTORY - 1975 MONUMENTED MNDT PP2985 HISTORY - 1978 GOOD MNDT PP2985 HISTORY - 1980 GOOD MNDT PP2985 HISTORY - 1983 GOOD MNDT PP2985 HISTORY - 19901128 GOOD MNDT PP2985 HISTORY - 19920727 GOOD MNDT PP2985 PP2985 STATION DESCRIPTION PP2985 PP2985'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH) PP2985'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF THE CITY OF PP2985'CHANHASSEN, IN THE NW 1/4 OF SECTION 16, T116N, R23W, NEAR THE PP2985'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5, GO SOUTH ON TRUNK PP2985'HIGHWAY 41 FOR 0.25 MILE TO THE STATION ON THE RIGHT. PP2985' PP2985'THE STATION DISKS ARE STANDARD MNHD HORIZONTAL CONTROL MARK DISKS PP2985'STAMPED---JON 1975---. THE SURFACE STATION DISK IS SET IN THE TOP OF PP2985'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PP2985'THE GROUND. THE MARK IS 26.0 FEET WEST OF THE CENTERLINE OF TRUNK PP2985'HIGHWAY 41, 83.5 FEET NORTH OF A POWER POLE, AND 3.1 FEET EAST OF A PP2985'STEEL WITNESS POST. THE UNDERGROUND STATION DISK IS SET IN AN PP2985'IRREGULAR MASS OF CONCRETE 5 FEET BELOW THE SURFACE OF THE GROUND. PP2985'THE STATION MARKS WERE MADE MAGNETIC BY PLACING AN IRON PIN IN THE PP2985'CONCRETE NEAR THE DISKS. PP2985' PP2985'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK PP2985'STAMPED---JON NO 1 1975---, IS SET IN THE TOP OF A 12 INCH ROUND PP2985'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP2985'MARK IS 28.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 41, 2.3 FEET PP2985'NORTH OF A POWER POLE, AND 81.0 FEET SOUTH OF A STEEL WITNESS POST. PP2985'AN IRON PIN PLACED IN THE CONCRETE NEAR THE DISK MAKES THE MARK PP2985'MAGNETIC. PP2985' PP2985'REFERENCE MARK NUMBER 2, A STANDARD CGS AZIMUTH MARK DISK PP2985'STAMPED---EXCELSIOR 1927---, IS SET IN THE TOP OF A 12 INCH SQUARE PP2985'CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE PP2985'GROUND. THE MARK IS 39.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY PP2985'41, ABOUT 700 FEET SOUTH OF TRUNK HIGHWAY 7, AND 0.8 FOOT EAST OF A PP2985'NORTH - SOUTH FENCELINE. AN IRON PIN WAS PLACED ADJACENT TO THE NORTH PP2985'SIDE OF THE MONUMENT MAKING THE MARK MAGNETIC. PP2985' PP2985'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRUNK HIGHWAY PP2985'41 FOR 0.25 MILE TO A ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND PP2985'SOUTH FOR 0.3 MILE TO THE MARK ON THE RIGHT. PP2985' PP2985'THE AZIMUTH MARK, A STANDARD MNHD AZIMUTH MARK DISK STAMPED---JON PP2985'1975---, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PP2985'IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 26.5 FEET WEST PP2985'OF THE CENTER OF THE ROAD, 70.0 FEET WEST OF A POWER POLE WITH A PP2985'TRANSFORMER, 141.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE, PP2985'88.0 FEET NORTH OF THE CENTER OF AN ENTRANCE, 2.7 FEET NORTHEAST OF A PP2985'POWER POLE, AND 2.1 FEET NORTH OF A STEEL WITNESS POST. THE MARK WAS PP2985'MADE MAGNETIC BY PLACING AN IRON PIN IN THE CONCRETE NEAR THE DISK. PP2985 PP2985 STATION RECOVERY (1978) PP2985 PP2985'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS) PP2985'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, 0.25 MILE SOUTH ALONG PP2985'TRUNK HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 AND IS IN THE PP2985'NW 1/4 OF SECTION 16, T116N, R23W. THE MARK IS 25 FEET WEST OF AND PP2985'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 41 AT MILEPOINT 6.9, 160 PP2985'FEET SOUTH OF A CHAIN LINK FENCE, 85 FEET NORTH OF A POWER POLE, 81.02 PP2985'FEET NORTH OF REFERENCE MARK NUMBER 1, AND ABOUT 3 FEET EAST OF A PP2985'STEEL WITNESS POST. THE MARK, A STANDARD MNDT HORIZONTAL CONTROL PP2985'MONUMENT DISK STAMPED---JON 1975---, IS SET IN THE TOP OF A CONCRETE PP2985'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. PP2985 PP2985 STATION RECOVERY (1980) PP2985 PP2985'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (DKH) PP2985'THE STATION MARK, REFERENCE MARK NUMBER 1, AND THE AZIMUTH MARK WERE PP2985'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975. THE DISTANCE TO PP2985'REFERENCE MARK NUMBER 1 CHECKED. PP2985 PP2985 STATION RECOVERY (1983) PP2985 PP2985'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO) PP2985'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, 0.25 MILE SOUTH ALONG PP2985'TRUNK HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 AND IS IN THE PP2985'NW 1/4 OF SECTION 16, T116N, R23W. THE MARK IS 25 FEET WEST OF AND PP2985'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 41 AT MILEPOINT 6.9, 160 PP2985'FEET SOUTH OF A CHAIN LINK FENCE, 85 FEET NORTH OF A POWER POLE, 81.02 PP2985'FEET NORTH OF REFERENCE MARK NUMBER 1, AND ABOUT 3 FEET EAST OF A PP2985'STEEL WITNESS POST. THE MARK, A STANDARD MNDT HORIZONTAL CONTROL PP2985'MONUMENT DISK STAMPED---JON 1975---, IS SET IN THE TOP OF A CONCRETE PP2985'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. PP2985 PP2985 STATION RECOVERY (1990) PP2985 PP2985'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX) PP2985'THE MARK IS LOCATED 3.5 MILES WEST OF CHANHASSEN, 0.25 MILES SOUTH PP2985'ALONG TRUNK HIGHWAY 41 FROM THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK PP2985'HIGHWAY 5. AT TRUNK HIGHWAY 41 MILEPOINT 6.9, THE MARK IS 26.0 FEET PP2985'WEST OF TRUNK HIGHWAY 41, 83.5 FEET NORTH OF POWER POLE, 2.0 FEET EAST PP2985'OF WITNESS POST, 81.02 FEET NORTH OF REFERENCE MARK 1. PP2985 PP2985 STATION RECOVERY (1992) PP2985 PP2985'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) PP2985'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DF6910 *********************************************************************** DF6910 DESIGNATION - MINNEWASHTA DF6910 PID - DF6910 DF6910 STATE/COUNTY- MN/CARVER DF6910 USGS QUAD - EXCELSIOR (1997) DF6910 DF6910 *CURRENT SURVEY CONTROL DF6910 ___________________________________________________________________ DF6910* NAD 83(1996)- 44 52 44.31918(N) 093 35 48.05752(W) ADJUSTED DF6910* NAVD 88 - 301.3 (meters) 989. (feet) GPS OBS DF6910 ___________________________________________________________________ DF6910 X - -284,009.001 (meters) COMP DF6910 Y - -4,518,368.386 (meters) COMP DF6910 Z - 4,478,022.044 (meters) COMP DF6910 LAPLACE CORR- 2.35 (seconds) DEFLEC99 DF6910 ELLIP HEIGHT- 274.60 (meters) (08/08/03) GPS OBS DF6910 GEOID HEIGHT- -26.73 (meters) GEOID03 DF6910 DF6910 HORZ ORDER - FIRST DF6910 ELLP ORDER - FIRST CLASS I DF6910 DF6910.The horizontal coordinates were established by GPS observations DF6910.and adjusted by the MN DEPT OF TRANSP in August 2003. DF6910 DF6910.The orthometric height was determined by GPS observations and a DF6910.high-resolution geoid model. DF6910 DF6910.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6910 DF6910.The Laplace correction was computed from DEFLEC99 derived deflections. DF6910 DF6910.The ellipsoidal height was determined by GPS observations DF6910.and is referenced to NAD 83. DF6910 DF6910.The geoid height was determined by GEOID03. DF6910 DF6910; North East Units Scale Factor Converg. DF6910;SPC MN S - 308,856.743 831,865.247 MT 0.99994372 +0 16 57.7 DF6910;UTM 15 - 4,969,679.636 452,873.381 MT 0.99962731 -0 25 15.7 DF6910 DF6910! - Elev Factor x Scale Factor = Combined Factor DF6910!SPC MN S - 0.99995695 x 0.99994372 = 0.99990067 DF6910!UTM 15 - 0.99995695 x 0.99962731 = 0.99958427 DF6910 DF6910 SUPERSEDED SURVEY CONTROL DF6910 DF6910.No superseded survey control is available for this station. DF6910 DF6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5287369680(NAD 83) DF6910_MARKER: DD = SURVEY DISK DF6910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6910_STAMPING: MINNEWASHTA 1997 DF6910_MARK LOGO: MNDT DF6910_PROJECTION: RECESSED 5 CENTIMETERS DF6910_MAGNETIC: I = MARKER IS A STEEL ROD DF6910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6910+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004 DF6910_ROD/PIPE-DEPTH: 4.6 meters DF6910 DF6910 HISTORY - Date Condition Report By DF6910 HISTORY - 1997 MONUMENTED MNDT DF6910 HISTORY - 20040713 GOOD MNDT DF6910 DF6910 STATION DESCRIPTION DF6910 DF6910'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH) DF6910'IN CHANHASSEN, 1.4 MI (2.3 KM) NORTH ON TH 41 FROM JCT TH 41 AND TH 5 DF6910'TO PARK ENTRANCE, TURN LEFT, THEN 0.6 MI (1.0 KM) SOUTH ON GRAVEL RD DF6910'TO STATION ON RIGHT, 50 FT (15.2 M) NORTH OF RD, 134 FT (40.8 M) WEST DF6910'OF RD, 106.5 FT (32.5 M) WEST OF WEST END 24 INCH METAL CULVERT, 67.2 DF6910'FT (20.5 M) NNE OF NORTH END 15 INCH METAL CULVERT, 1.4 FT (0.4 M) SSE DF6910'OF WIT POST. DF6910 DF6910 STATION RECOVERY (2004) DF6910 DF6910'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (RAS) DF6910'IN CHANHASSEN, 1.4 MILES NORTH ON TRUNK HIGHWAY 41 FROM JUNCTION OF DF6910'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5 TO PARK ENTRANCE, TURN LEFT, THEN DF6910'0.6 MILE SOUTH ON GRAVEL ROAD TO STATION ON RIGHT, 50 FEET NORTH OF DF6910'ROAD, 134 FEET WEST OF ROAD, 106.5 FEET WEST OF WEST END OF 24 INCH DF6910'METAL CULVERT, 67.2 FEET NORTH-NORTHEAST OF NORTH END OF 15 INCH METAL DF6910'CULVERT, 1.4 FEET SOUTH-SOUTHEAST OF WITNESS POST