1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1693 *********************************************************************** RL1693 DESIGNATION - 7 WR RESET RL1693 PID - RL1693 RL1693 STATE/COUNTY- MI/ONTONAGON RL1693 USGS QUAD - RL1693 RL1693 *CURRENT SURVEY CONTROL RL1693 ___________________________________________________________________ RL1693* NAD 83(1986)- 46 32 05. (N) 089 16 21. (W) SCALED RL1693* NAVD 88 - 346.00 (meters) 1135.2 (feet) RESET RL1693 ___________________________________________________________________ RL1693 GEOID HEIGHT- -31.78 (meters) GEOID99 RL1693 RL1693 VERT ORDER - THIRD RL1693 RL1693.The horizontal coordinates were scaled from a topographic map and have RL1693.an estimated accuracy of +/- 6 seconds. RL1693 RL1693.The orthometric height was computed from unverified reset data. RL1693 RL1693.The geoid height was determined by GEOID99. RL1693 RL1693; North East Units Estimated Accuracy RL1693;SPC MI N - 197,160. 7,825,710. MT (+/- 180 meters Scaled) RL1693 RL1693 SUPERSEDED SURVEY CONTROL RL1693 RL1693 NGVD 29 - 346.03 (m) 1135.3 (f) RESET 3 RL1693 RL1693.Superseded values are not recommended for survey control. RL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1693.See file dsdata.txt to determine how the superseded data were derived. RL1693 RL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257559(NAD 83) RL1693_MARKER: DD = SURVEY DISK RL1693_SETTING: 38 = BRIDGE ABUTMENT RL1693_STAMPING: 7 WR RESET 1992 RL1693_MARK LOGO: MIDT RL1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT RL1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RL1693+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992 RL1693 RL1693 HISTORY - Date Condition Report By RL1693 HISTORY - 1992 MONUMENTED MIDT RL1693 HISTORY - 19920730 GOOD MIDT RL1693 HISTORY - 19920730 GOOD MIDT RL1693 HISTORY - 19960626 GOOD USPSQD RL1693 RL1693 STATION DESCRIPTION RL1693 RL1693'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 RL1693'ABOUT 1/4 MILE EAST OF EWEN ALONG STATE HIGHWAY M-28 FROM CEDAR RL1693'STREET BLINKER LIGHT (MAIN STREET OF EWEN), AT THE BRIDGE OVER THE RL1693'SOUTH BRANCH ONTONAGON RIVER (BRIDGE NO. B03-66022), SET IN THE TOP RL1693'STEP WALL OF THE SOUTHWEST ABUTMENT, 31.4 FEET (9.6 M) SOUTH OF THE RL1693'CENTERLINE OF THE HIGHWAY, 10 FEET (3.0 M) EAST OF A WOOD SIGN SOUTH RL1693'BRANCH ONTONAGON RIVER, 1.2 FEET (0.4 M) SOUTH OF A CARSONITE WITNESS RL1693'POST AND ABOUT 0.75 FEET (22.86 CM) HIGHER THAN THE HIGHWAY. RL1693 RL1693 STATION RECOVERY (1992) RL1693 RL1693'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL1693'IN EWEN, IN THE SOUTHWEST ABUTMENT OF STATE HIGHWAY M-28 BRIDGE OVER RL1693'SOUTH BRANCH OF ONTONAGON RIVER, EAST OF EWEN, BRIDGE NUMBER RL1693'B03-66022, BUILT IN 1991. IT IS IN SECTION 26, T-48-N, R-40-W. FROM RL1693'THE CEDAR STREET BLINKER LIGHT ON STATE HIGHWAY M-28 IN EWEN GO EAST RL1693'APPROXIMATELY 0.25 MI (0.40 KM) ON STATE HIGHWAY M-28 TO THE BRIDGE RL1693'AND THE MARK ON THE RIGHT (SOUTH) SIDE OF HIGHWAY. STATION IS 31.4 FT RL1693'(9.6 M) SOUTH OF CENTERLINE OF HIGHWAY M-28, IN SOUTHWEST END OF THE RL1693'TO STEP OF THE SOUTHWEST ABUTMENT. ABOUT 0.75 FT (22.86 CM) HIGHER RL1693'THAN THE HIGHWAY, 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. RL1693 RL1693 STATION RECOVERY (1992) RL1693 RL1693'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL1693'STATION IS LOCATED AT EWEN, IN THE SOUTHWEST ABUTMENT OF STATE HIGHWAY RL1693'M-28 BRIDGE OVER SOUTH BRANCH OF ONTONAGON RIVER, EAST OF EWEN. BRIDGE RL1693'NUMBER B03-66022, BUILT IN 1991. IT IS IN SECTION 26, T-48-N, R-40-W. RL1693'OWNERSHIP--MICHIGAN DEPT. OF TRANSPORTATION. TO REACH FROM THE CEDAR RL1693'STREET BLINKER LIGHT ON STATE HIGHWAY M-28 IN EWEN GO EAST RL1693'APPROXIMATELY 0.25 MI (0.40 KM) ON STATE HIGHWAY M-28 TO THE BRIDGE RL1693'AND THE MARK ON THE RIGHT (SOUTH) SIDE OF HIGHWAY. STATION IS 31.4 FT RL1693'(9.6 M) SOUTH OF CENTERLINE OF HIGHWAY M-28, IN SOUTHWEST END OF THE RL1693'TO STEP OF THE SOUTHWEST ABUTMENT. ABOUT 0.75 FT (22.86 CM) HIGHER RL1693'THAN THE HIGHWAY, 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. RL1693 RL1693 STATION RECOVERY (1996) RL1693 RL1693'RECOVERY NOTE BY US POWER SQUADRON 1996 RL1693'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0728 *********************************************************************** RL0728 CBN - This is a Cooperative Base Network Control Station. RL0728 TIDAL BM - This is a Tidal Bench Mark. RL0728 DESIGNATION - D 135 RL0728 PID - RL0728 RL0728 STATE/COUNTY- MI/ONTONAGON RL0728 USGS QUAD - RL0728 RL0728 *CURRENT SURVEY CONTROL RL0728 ___________________________________________________________________ RL0728* NAD 83(1994)- 46 52 20.23241(N) 089 19 19.44680(W) ADJUSTED RL0728* NAVD 88 - 186.877 (meters) 613.11 (feet) ADJUSTED RL0728 ___________________________________________________________________ RL0728 X - 51,683.537 (meters) COMP RL0728 Y - -4,367,861.018 (meters) COMP RL0728 Z - 4,632,183.753 (meters) COMP RL0728 LAPLACE CORR- -4.67 (seconds) DEFLEC99 RL0728 ELLIP HEIGHT- 155.41 (meters) (07/12/02) GPS OBS RL0728 GEOID HEIGHT- -31.44 (meters) GEOID99 RL0728 DYNAMIC HT - 186.907 (meters) 613.21 (feet) COMP RL0728 MODELED GRAV- 980,770.6 (mgal) NAVD 88 RL0728 RL0728 HORZ ORDER - B RL0728 VERT ORDER - FIRST CLASS II RL0728 ELLP ORDER - FOURTH CLASS II RL0728 RL0728.The horizontal coordinates were established by GPS observations RL0728.and adjusted by the National Geodetic Survey in September 1995. RL0728 RL0728.The orthometric height was determined by differential leveling RL0728.and adjusted by the National Geodetic Survey in June 1991. RL0728 RL0728.This Tidal Bench Mark is designated as VM 13376 RL0728.by the Center for Operational Oceanographic Products and Services. RL0728 RL0728.The X, Y, and Z were computed from the position and the ellipsoidal ht. RL0728 RL0728.The Laplace correction was computed from DEFLEC99 derived deflections. RL0728 RL0728.The ellipsoidal height was determined by GPS observations RL0728.and is referenced to NAD 83. RL0728 RL0728.The geoid height was determined by GEOID99. RL0728 RL0728.The dynamic height is computed by dividing the NAVD 88 RL0728.geopotential number by the normal gravity value computed on the RL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0728.degrees latitude (g = 980.6199 gals.). RL0728 RL0728.The modeled gravity was interpolated from observed gravity values. RL0728 RL0728; North East Units Scale Converg. RL0728;SPC MI N - 234,772.943 7,823,005.593 MT 0.99995533 -1 40 42.1 RL0728;UTM 16 - 5,193,589.666 323,046.286 MT 0.99998487 -1 41 42.6 RL0728 RL0728 SUPERSEDED SURVEY CONTROL RL0728 RL0728 ELLIP HT - 155.43 (m) (09/20/95) GP( ) 1 2 RL0728 NGVD 29 - 186.910 (m) 613.22 (f) ADJ UNCH 1 2 RL0728 RL0728.Superseded values are not recommended for survey control. RL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0728.See file dsdata.txt to determine how the superseded data were derived. RL0728 RL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2304693590(NAD 83) RL0728_MARKER: DB = BENCH MARK DISK RL0728_SETTING: 37 = BRIDGE WINGWALL RL0728_STAMPING: D 135 1948 RL0728_MARK LOGO: CGS RL0728_PROJECTION: FLUSH RL0728_MAGNETIC: O = OTHER; SEE DESCRIPTION RL0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RL0728+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999 RL0728 RL0728 HISTORY - Date Condition Report By RL0728 HISTORY - 1948 MONUMENTED CGS RL0728 HISTORY - 1953 GOOD NGS RL0728 HISTORY - 1987 GOOD USPSQD RL0728 HISTORY - 19920803 GOOD MIDT RL0728 HISTORY - 19920803 GOOD MIDT RL0728 HISTORY - 19940913 GOOD NOS RL0728 HISTORY - 19941013 GOOD NGS RL0728 HISTORY - 19950614 GOOD USPSQD RL0728 HISTORY - 19950831 GOOD NOS RL0728 HISTORY - 19990301 GOOD MIDT RL0728 RL0728 STATION DESCRIPTION RL0728 RL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0728'IN ONTONAGON. RL0728'IN ONTONAGON, ALONG STATE HIGHWAY 64, IN THE TOP OF THE NORTH RL0728'END OF THE SOUTHWEST WINGWALL OF THE HIGHWAY BRIDGE OVER RL0728'ONTONAGON RIVER, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, RL0728'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. RL0728 RL0728 STATION RECOVERY (1953) RL0728 RL0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953 RL0728'RECOVERED IN GOOD CONDITION. RL0728 RL0728 STATION RECOVERY (1987) RL0728 RL0728'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0728'RECOVERED IN GOOD CONDITION. RL0728 RL0728 STATION RECOVERY (1992) RL0728 RL0728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0728'STATION IS LOCATED IN ONTONAGON, ALONG STATE HIGHWAY M-64, IN THE RL0728'NORTH END OF THE SOUTHWEST WINGWALL OF HISTORIC HIGHWAY SWING BRIDGE RL0728'OVER ONTONAGON RIVER. NORTHWEST OF THE MARINA, AND ON THE SOUTHWEST RL0728'SIDE OF THE RIVER. IN SECTION 25, T-52-N, R-40-W AND ON THE USGS QUAD RL0728'MAP, ONTONAGON SOUTH. TO REACH FROM THE POST OFFICE IN ONTONAGON GO RL0728'EAST ONE BLOCK TO US HIGHWAY 45. TURN LEFT AND GO NORTHWEST ABOUT 0.4 RL0728'MI (0.6 KM) TO JUNCTION OF STATE HIGHWAY M-64. TURN LEFT CROSSING RL0728'RIVER TO THE MARK ON THE RIGHT. STATION IS CEMENTED IN A DRILL HOLE IN RL0728'THE NORTH END OF SOUTHWEST WINGWALL OF BRIDGE, 23.0 FT (7.0 M) WEST OF RL0728'THE CENTERLINE OF HIGHWAY M-64 AND ABOUT 3.0 FT (0.9 M) BELOW THE RL0728'LEVEL OF THE HIGHWAY. NOTE-- LOCATION OF DISK WILL MAKE TRIPOD SETUP RL0728'DIFFICULT FOR USING BENCH MARK FOR GPS. RL0728 RL0728 STATION RECOVERY (1992) RL0728 RL0728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0728'STATION IS LOCATED IN ONTONAGON, ALONG STATE HIGHWAY M-64, IN THE RL0728'NORTH END OF THE SOUTHWEST WINGWALL OF HISTORIC HIGHWAY SWING BRIDGE RL0728'OVER ONTONAGON RIVER. NORTHWEST OF THE MARINA, AND ON THE SOUTHWEST RL0728'SIDE OF THE RIVER. IN SECTION 25, T-52-N, R-40-W AND ON THE USGS QUAD RL0728'MAP, ONTONAGON SOUTH. TO REACH FROM THE POST OFFICE IN ONTONAGON GO RL0728'EAST ONE BLOCK TO US HIGHWAY 45. TURN LEFT AND GO NORTHWEST ABOUT 0.4 RL0728'MI (0.6 KM) TO JUNCTION OF STATE HIGHWAY M-64. TURN LEFT CROSSING RL0728'RIVER TO THE MARK ON THE RIGHT. STATION IS CEMENTED IN A DRILL HOLE IN RL0728'THE NORTH END OF SOUTHWEST WINGWALL OF BRIDGE, 23.0 FT (7.0 M) WEST OF RL0728'THE CENTERLINE OF HIGHWAY M-64 AND ABOUT 3.0 FT (0.9 M) BELOW THE RL0728'LEVEL OF THE HIGHWAY. NOTE-- LOCATION OF DISK WILL MAKE TRIPOD SETUP RL0728'DIFFICULT FOR USING BENCH MARK FOR GPS. RL0728 RL0728 STATION RECOVERY (1994) RL0728 RL0728'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS) RL0728'RECOVERED AS DESCRIBED. RL0728 RL0728 STATION RECOVERY (1994) RL0728 RL0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS) RL0728'NOTE--NOT SUITABLE FOR TRIPOD SETUP. BRIDGE TO BE REMOVED IN 5 YEARS. RL0728'STATION IS LOCATED IN QUAD 460891, IN ONTONAGON, ALONG STATE HIGHWAY RL0728'64, ON THE RIGHT-OF-WAY, IN THE TOP OF THE NORTH END OF THE SOUTHWEST RL0728'WINGWALL OF THE HIGHWAY BRIDGE OVER THE ONTONAGON RIVER, AND IN THE RL0728'SOUTHEAST 1/4 OF SECTION 25, T 52 N, R 40 W, ONTONAGON TOWNSHIP. RL0728'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE RL0728'JUNCTION OF STATE HIGHWAYS 64 AND 45 ON THE WEST SIDE OF ONTONAGON, GO RL0728'SOUTH ON HIGHWAY 64 FOR 0.2 KM (0.10 MI) TO THE FAR END OF THE HIGHWAY RL0728'BRIDGE AND THE STATION ON THE RIGHT. STATION IS 11.8 M (38.7 FT) EAST RL0728'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 7.0 M (23.0 FT) RL0728'SOUTHWEST OF CENTERLINE OF HIGHWAY 64, 5.1 M (16.7 FT) NORTH OF THE RL0728'SOUTH END OF WINGWALL OF BRIDGE, AND 0.5 M (1.6 FT) BELOW LEVEL OF THE RL0728'HIGHWAY. RL0728 RL0728 STATION RECOVERY (1995) RL0728 RL0728'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0728'RECOVERED IN GOOD CONDITION. RL0728 RL0728 STATION RECOVERY (1995) RL0728 RL0728'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB) RL0728'IN ONTONAGON, ALONG STATE HIGHWAY 64, IN THE TOP OF THE NORTH END OF RL0728'THE SOUTHWEST WINGWALL OF THE HIGHWAY BRIDGE OVER ONTONAGON RIVER, 23 RL0728'FEET (7.0 M) WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET (0.9 RL0728'M) BELOW THE LEVEL OF THE HIGHWAY. RL0728 RL0728 STATION RECOVERY (1999) RL0728 RL0728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR) RL0728'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0916 *********************************************************************** RL0916 DESIGNATION - G 64 RESET 1962 RL0916 PID - RL0916 RL0916 STATE/COUNTY- MI/ONTONAGON RL0916 USGS QUAD - RL0916 RL0916 *CURRENT SURVEY CONTROL RL0916 ___________________________________________________________________ RL0916* NAD 83(1986)- 46 28 38. (N) 089 10 41. (W) SCALED RL0916* NAVD 88 - 403.04 (+/-2cm) 1322.3 (feet) VERTCON RL0916 ___________________________________________________________________ RL0916 GEOID HEIGHT- -31.86 (meters) GEOID99 RL0916 RL0916 VERT ORDER - THIRD (See Below) RL0916 RL0916.The horizontal coordinates were scaled from a topographic map and have RL0916.an estimated accuracy of +/- 6 seconds. RL0916 RL0916.The NAVD 88 height was computed by applying the VERTCON shift value to RL0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RL0916.The vertical order pertains to the superseded datum. RL0916 RL0916.The geoid height was determined by GEOID99. RL0916 RL0916; North East Units Estimated Accuracy RL0916;SPC MI N - 190,560. 7,832,770. MT (+/- 180 meters Scaled) RL0916 RL0916 SUPERSEDED SURVEY CONTROL RL0916 RL0916 NGVD 29 - 403.05 (m) 1322.3 (f) RESET 3 RL0916 RL0916.Superseded values are not recommended for survey control. RL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0916.See file dsdata.txt to determine how the superseded data were derived. RL0916 RL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS328493(NAD 83) RL0916_MARKER: DB = BENCH MARK DISK RL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0916_STAMPING: G 64 RESET 1962 RL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0916+STABILITY: SURFACE MOTION RL0916 RL0916 HISTORY - Date Condition Report By RL0916 HISTORY - 1962 MONUMENTED MIDH RL0916 HISTORY - 1985 MARK NOT FOUND NGS RL0916 HISTORY - 20010617 MARK NOT FOUND USPSQD RL0916 RL0916 STATION DESCRIPTION RL0916 RL0916'DESCRIBED BY MI DEPT OF HIGHWAYS 1962 RL0916'4 MI S FROM BRUCE CROSSING. RL0916'4.05 MILES SOUTH OF THE INTERSECTION OF HIGHWAYS U.S. 45 AND RL0916'M-28 IN BRUCE CROSSING, MICHIGAN. 83 FEET EAST OF THE RL0916'CENTERLINE OF U.S. 45 AND NEAR A SMALL APPLE ORCHARD, AND SET RL0916'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE RL0916'GROUND. RL0916 RL0916 STATION RECOVERY (1985) RL0916 RL0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RL0916'MARK NOT FOUND. RL0916 RL0916 STATION RECOVERY (2001) RL0916 RL0916'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG) RL0916'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1442 *********************************************************************** RL1442 DESIGNATION - H 130 RESET 1984 RL1442 PID - RL1442 RL1442 STATE/COUNTY- MI/ONTONAGON RL1442 USGS QUAD - RL1442 RL1442 *CURRENT SURVEY CONTROL RL1442 ___________________________________________________________________ RL1442* NAD 83(1986)- 46 45 35. (N) 089 22 10. (W) SCALED RL1442* NAVD 88 - 243.48 (meters) 798.8 (feet) RESET RL1442 ___________________________________________________________________ RL1442 GEOID HEIGHT- -31.28 (meters) GEOID99 RL1442 RL1442 VERT ORDER - THIRD RL1442 RL1442.The horizontal coordinates were scaled from a topographic map and have RL1442.an estimated accuracy of +/- 6 seconds. RL1442 RL1442.The orthometric height was computed from unverified reset data. RL1442.No vertical observational check was made to the station. RL1442 RL1442.The geoid height was determined by GEOID99. RL1442 RL1442; North East Units Estimated Accuracy RL1442;SPC MI N - 222,370. 7,819,020. MT (+/- 180 meters Scaled) RL1442 RL1442 SUPERSEDED SURVEY CONTROL RL1442 RL1442 NGVD 29 - 243.50 (m) 798.9 (f) RESET 3 RL1442 RL1442.Superseded values are not recommended for survey control. RL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1442.See file dsdata.txt to determine how the superseded data were derived. RL1442 RL1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS190811(NAD 83) RL1442_MARKER: DB = BENCH MARK DISK RL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1442_STAMPING: H 130 RESET 1984 RL1442_PROJECTION: PROJECTING 20 CENTIMETERS RL1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1442+STABILITY: SURFACE MOTION RL1442 RL1442 HISTORY - Date Condition Report By RL1442 HISTORY - 1984 MONUMENTED NGS RL1442 HISTORY - 19960626 MARK NOT FOUND USPSQD RL1442 HISTORY - 20010615 GOOD USPSQD RL1442 RL1442 STATION DESCRIPTION RL1442 RL1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 RL1442'14.1 KM (8.8 MI) SW FROM ONTONAGON. RL1442'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION OF RL1442'U.S. HIGHWAY 45 IN ONTONAGON, THENCE 11.8 KM (7.35 MI) SOUTHWEST RL1442'ALONG NORWICH ROAD TO A BRIDGE OVER POTATOE RIVER AND A WOODS ROAD RL1442'AT THE SOUTH END OF BRIDGE LEADING EAST AND THE STATION ABOUT RL1442'0.05 MILE EAST ALONG WOODS ROAD AT A CURVE TO THE NORTHEAST, RL1442'AND 0.5 METER (1.5 FEET) EAST OF NORWICH ROAD. RL1442'THE MARK IS 106 FT W FROM A WITNESS POST. RL1442 RL1442 STATION RECOVERY (1996) RL1442 RL1442'RECOVERY NOTE BY US POWER SQUADRON 1996 RL1442'MARK NOT FOUND. RL1442 RL1442 STATION RECOVERY (2001) RL1442 RL1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG) RL1442'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1441 *********************************************************************** RL1441 DESIGNATION - J 130 RESET 1984 RL1441 PID - RL1441 RL1441 STATE/COUNTY- MI/ONTONAGON RL1441 USGS QUAD - OAK BLUFF (1982) RL1441 RL1441 *CURRENT SURVEY CONTROL RL1441 ___________________________________________________________________ RL1441* NAD 83(1986)- 46 44 43. (N) 089 22 24. (W) SCALED RL1441* NAVD 88 - 274.05 (meters) 899.1 (feet) RESET RL1441 ___________________________________________________________________ RL1441 GEOID HEIGHT- -31.27 (meters) GEOID99 RL1441 RL1441 VERT ORDER - THIRD RL1441 RL1441.The horizontal coordinates were scaled from a topographic map and have RL1441.an estimated accuracy of +/- 6 seconds. RL1441 RL1441.The orthometric height was computed from unverified reset data. RL1441.No vertical observational check was made to the station. RL1441 RL1441.The geoid height was determined by GEOID99. RL1441 RL1441; North East Units Estimated Accuracy RL1441;SPC MI N - 220,780. 7,818,680. MT (+/- 180 meters Scaled) RL1441 RL1441 SUPERSEDED SURVEY CONTROL RL1441 RL1441 NGVD 29 - 274.07 (m) 899.2 (f) RESET 3 RL1441 RL1441.Superseded values are not recommended for survey control. RL1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1441.See file dsdata.txt to determine how the superseded data were derived. RL1441 RL1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS187795(NAD 83) RL1441_MARKER: DB = BENCH MARK DISK RL1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1441_STAMPING: J 130 RESET 1984 RL1441_PROJECTION: PROJECTING 20 CENTIMETERS RL1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1441+STABILITY: SURFACE MOTION RL1441 RL1441 HISTORY - Date Condition Report By RL1441 HISTORY - 1984 MONUMENTED NGS RL1441 HISTORY - 19960626 MARK NOT FOUND USPSQD RL1441 HISTORY - 20010615 GOOD USPSQD RL1441 RL1441 STATION DESCRIPTION RL1441 RL1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 RL1441'9.8 MI SW FROM ONTONAGON. RL1441'1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION OF U.S. RL1441'HIGHWAY 45 IN ONTONAGON, THENCE 8.25 MILES SOUTHWEST ALONG NORWICH RL1441'ROAD, ABOUT 0.9 MILE SOUTHWEST OF THE BRIDGE OVER POTATOE RIVER, RL1441'SET ALONG THE EDGE OF WOODS, 50.0 FEET EAST OF THE CENTERLINE OF RL1441'NORWICH ROAD, AND 45.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF RL1441'A WOODS ROAD LEADING NORTHWEST. RL1441'THE MARK IS 1.0 FT W FROM A WITNESS POST. RL1441 RL1441 STATION RECOVERY (1996) RL1441 RL1441'RECOVERY NOTE BY US POWER SQUADRON 1996 RL1441'MARK NOT FOUND. RL1441 RL1441 STATION RECOVERY (2001) RL1441 RL1441'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG) RL1441'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1695 *********************************************************************** RL1695 DESIGNATION - K 153 RESET RL1695 PID - RL1695 RL1695 STATE/COUNTY- MI/ONTONAGON RL1695 USGS QUAD - RL1695 RL1695 *CURRENT SURVEY CONTROL RL1695 ___________________________________________________________________ RL1695* NAD 83(1986)- 46 51 19. (N) 088 57 32. (W) SCALED RL1695* NAVD 88 - 379.76 (meters) 1245.9 (feet) RESET RL1695 ___________________________________________________________________ RL1695 GEOID HEIGHT- -32.34 (meters) GEOID99 RL1695 RL1695 VERT ORDER - THIRD RL1695 RL1695.The horizontal coordinates were scaled from a topographic map and have RL1695.an estimated accuracy of +/- 6 seconds. RL1695 RL1695.The orthometric height was computed from unverified reset data. RL1695 RL1695.The geoid height was determined by GEOID99. RL1695 RL1695; North East Units Estimated Accuracy RL1695;SPC MI N - 232,140. 7,850,640. MT (+/- 180 meters Scaled) RL1695 RL1695 SUPERSEDED SURVEY CONTROL RL1695 RL1695 NGVD 29 - 379.76 (m) 1245.9 (f) RESET 3 RL1695 RL1695.Superseded values are not recommended for survey control. RL1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1695.See file dsdata.txt to determine how the superseded data were derived. RL1695 RL1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS506909(NAD 83) RL1695_MARKER: DV = VERTICAL CONTROL DISK RL1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1695_STAMPING: K 153 RESET 1985 RL1695_MARK LOGO: NGS RL1695_MAGNETIC: N = NO MAGNETIC MATERIAL RL1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1695+STABILITY: SURFACE MOTION RL1695 RL1695 HISTORY - Date Condition Report By RL1695 HISTORY - 1985 MONUMENTED MIDT RL1695 RL1695 STATION DESCRIPTION RL1695 RL1695'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985 RL1695'ABOUT 0.1 MILE (0.2 KM) EAST FROM MASS CITY POST OFFICE TO M-26, RL1695'THENCE 1.3 MILES (2.1 KM) NORTHERLY TO JUNCTION OF M-26 AND M-38, RL1695'THENCE NORTHERLY ALNG M-26 8.5 MILES (13.7 KM) TO MARK, OR 1.55 MILES RL1695'(2.49 KM) SOUTHWEST OF THE ONTONAGON-HOUGHTON COUNTY LINE, 171 FEET RL1695'(52.1 M) SOUTHWEST ALONG M-26 CENTERLINE FROM THE END OF A 24-INCH RL1695'CONCRETE CULVERT, THENCE AT 90 DEGREES TO CENTERLINE, SOUTHEAST 73 RL1695'FEET, OR 251 FEET (76.5 M) NORTHEAST OF A 24-INCH CONCRETE CULVERT, RL1695'ALONG M-26 CENTERLINE, THENCE AT 90 DEGREES TO CENTERLINE 73 FEET, 1 RL1695'FOOT (0.3 M) NORTHWEST OF A METAL WITNESS POST AND SIGN, 0.5 FEET RL1695'(15.2 CM) BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST RL1695'PROJECTING 4-INCHES. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1683 *********************************************************************** RL1683 DESIGNATION - L 137 RESET RL1683 PID - RL1683 RL1683 STATE/COUNTY- MI/ONTONAGON RL1683 USGS QUAD - RL1683 RL1683 *CURRENT SURVEY CONTROL RL1683 ___________________________________________________________________ RL1683* NAD 83(1986)- 46 43 33. (N) 089 11 28. (W) SCALED RL1683* NAVD 88 - 261.28 (meters) 857.2 (feet) RESET RL1683 ___________________________________________________________________ RL1683 GEOID HEIGHT- -31.81 (meters) GEOID99 RL1683 RL1683 VERT ORDER - THIRD RL1683 RL1683.The horizontal coordinates were scaled from a topographic map and have RL1683.an estimated accuracy of +/- 6 seconds. RL1683 RL1683.The orthometric height was computed from unverified reset data. RL1683.No vertical observational check was made to the station. RL1683 RL1683.The geoid height was determined by GEOID99. RL1683 RL1683; North East Units Estimated Accuracy RL1683;SPC MI N - 218,220. 7,832,540. MT (+/- 180 meters Scaled) RL1683 RL1683 SUPERSEDED SURVEY CONTROL RL1683 RL1683 NGVD 29 - 261.29 (m) 857.2 (f) RESET 3 RL1683 RL1683.Superseded values are not recommended for survey control. RL1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1683.See file dsdata.txt to determine how the superseded data were derived. RL1683 RL1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS325770(NAD 83) RL1683_MARKER: DV = VERTICAL CONTROL DISK RL1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1683_STAMPING: L 137 RESET 1987 RL1683_MARK LOGO: NGS RL1683_MAGNETIC: N = NO MAGNETIC MATERIAL RL1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1683+STABILITY: SURFACE MOTION RL1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1683+SATELLITE: SATELLITE OBSERVATIONS - 1987 RL1683 RL1683 HISTORY - Date Condition Report By RL1683 HISTORY - 1987 MONUMENTED MIDT RL1683 RL1683 STATION DESCRIPTION RL1683 RL1683'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1987 RL1683'0.15 MI (0.24 KM) NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN RL1683'ROCKLAND, THENCE 1.07 MI (1.72 KM) SOUTHWEST ALONG VICTORIA DAM ROAD, RL1683'0.83 MI (1.34 KM) NORTHEAST OF THE BRIDGE OVER ONTONAGON RIVER, AT A RL1683'LARGE METAL CULVERT OUTLET ON THE LEFT, 71 FT (21.6 M) SOUTHEAST OF RL1683'THE CENTERLINE OF THE BLACKTOP ROAD, 45 FT (13.7 M) SOUTH OF THE END RL1683'OF A 9 FT (2.7 M) X 6 FT (1.8 M) METAL CULVERT, AND 1.3 FT (0.4 M) RL1683'SOUTH OF METAL WITNESS POST, SET IN A ROUND CONCRETE POST. DESCRIBED RL1683'BY BRIAN R. TAAVOLA, MDOT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1682 *********************************************************************** RL1682 DESIGNATION - M 153 RESET RL1682 PID - RL1682 RL1682 STATE/COUNTY- MI/ONTONAGON RL1682 USGS QUAD - RL1682 RL1682 *CURRENT SURVEY CONTROL RL1682 ___________________________________________________________________ RL1682* NAD 83(1986)- 46 50 20. (N) 088 59 24. (W) SCALED RL1682* NAVD 88 - 390.61 (meters) 1281.5 (feet) RESET RL1682 ___________________________________________________________________ RL1682 GEOID HEIGHT- -32.24 (meters) GEOID99 RL1682 RL1682 VERT ORDER - THIRD RL1682 RL1682.The horizontal coordinates were scaled from a topographic map and have RL1682.an estimated accuracy of +/- 6 seconds. RL1682 RL1682.The orthometric height was computed from unverified reset data. RL1682.No vertical observational check was made to the station. RL1682 RL1682.The geoid height was determined by GEOID99. RL1682 RL1682; North East Units Estimated Accuracy RL1682;SPC MI N - 230,370. 7,848,220. MT (+/- 180 meters Scaled) RL1682 RL1682 SUPERSEDED SURVEY CONTROL RL1682 RL1682 NGVD 29 - 390.62 (m) 1281.6 (f) RESET 3 RL1682 RL1682.Superseded values are not recommended for survey control. RL1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1682.See file dsdata.txt to determine how the superseded data were derived. RL1682 RL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS482891(NAD 83) RL1682_MARKER: DV = VERTICAL CONTROL DISK RL1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1682_STAMPING: M 153 RESET 1985 RL1682_MARK LOGO: NGS RL1682_MAGNETIC: N = NO MAGNETIC MATERIAL RL1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1682+STABILITY: SURFACE MOTION RL1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1682+SATELLITE: SATELLITE OBSERVATIONS - 1985 RL1682 RL1682 HISTORY - Date Condition Report By RL1682 HISTORY - 1985 MONUMENTED MIDT RL1682 RL1682 STATION DESCRIPTION RL1682 RL1682'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985 RL1682'ABOUT 0.1 MI (0.2 KM) EAST FROM THE MASS CITY POST OFFICE TO M-26, RL1682'THENCE 1.3 MI (2.1 KM) NORTHERLY TO THE JUNCTION OF M-26 AND M-38. RL1682'THENCE NORTHERLY ALONG M-26 FOR 6.6 MI (10.6 KM) TO MARK, 241 FT RL1682'(73.5 M) SOUTHWEST ALONG M-26 CENTERLINE, THENCE 64 FT (19.5 M) RL1682'NORTHWEST AT 90 DEGREES FROM AN 18-INCH CONCRETE CULVERT, 264 FT RL1682'(80.5 M) NORTHEAST ALONG M-26 CENTERLINE, THENCE 64 FT (19.5 M) RL1682'NORTHWEST FROM A 4 FOOT BY 6 FOOT METAL CULVERT, 1 FT (0.3 M) SOUTH RL1682'FROM A MWP AND SIGN, ABOUT 2 FEET BELOW THE HIGHWAY AND SET ABOUT RL1682'2-INCHES ABOVE THE GROUND. NOTE=MARK CAN BE REACHED FROM THE RL1682'ONTONAGON-HOUGHTON COUNTY LINE BY GOING ABOUT 3.5 MI (5.6 KM) RL1682'SOUTHWEST ALONG STATE HIGHWAY M-26. DESCRIBED BY BRIAN TAAVOLA, RL1682'MDOT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0824 *********************************************************************** RL0824 DESIGNATION - N 136 RL0824 PID - RL0824 RL0824 STATE/COUNTY- MI/ONTONAGON RL0824 USGS QUAD - RL0824 RL0824 *CURRENT SURVEY CONTROL RL0824 ___________________________________________________________________ RL0824* NAD 83(1986)- 46 51 59. (N) 089 18 44. (W) SCALED RL0824* NAVD 88 - 195.592 (meters) 641.70 (feet) ADJUSTED RL0824 ___________________________________________________________________ RL0824 GEOID HEIGHT- -31.45 (meters) GEOID99 RL0824 DYNAMIC HT - 195.623 (meters) 641.81 (feet) COMP RL0824 MODELED GRAV- 980,768.1 (mgal) NAVD 88 RL0824 RL0824 VERT ORDER - SECOND CLASS 0 RL0824 RL0824.The horizontal coordinates were scaled from a topographic map and have RL0824.an estimated accuracy of +/- 6 seconds. RL0824 RL0824.The orthometric height was determined by differential leveling RL0824.and adjusted by the National Geodetic Survey in June 1991. RL0824 RL0824.The geoid height was determined by GEOID99. RL0824 RL0824.The dynamic height is computed by dividing the NAVD 88 RL0824.geopotential number by the normal gravity value computed on the RL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0824.degrees latitude (g = 980.6199 gals.). RL0824 RL0824.The modeled gravity was interpolated from observed gravity values. RL0824 RL0824; North East Units Estimated Accuracy RL0824;SPC MI N - 234,100. 7,823,740. MT (+/- 180 meters Scaled) RL0824 RL0824 SUPERSEDED SURVEY CONTROL RL0824 RL0824 NGVD 29 - 195.624 (m) 641.81 (f) ADJ UNCH 2 0 RL0824 RL0824.Superseded values are not recommended for survey control. RL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0824.See file dsdata.txt to determine how the superseded data were derived. RL0824 RL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS237929(NAD 83) RL0824_MARKER: DB = BENCH MARK DISK RL0824_SETTING: 35 = WATER TANK FOUNDATION RL0824_STAMPING: N 136 1948 RL0824_MARK LOGO: CGS RL0824_MAGNETIC: N = NO MAGNETIC MATERIAL RL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0824+STABILITY: SURFACE MOTION RL0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0824+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992 RL0824 RL0824 HISTORY - Date Condition Report By RL0824 HISTORY - 1948 MONUMENTED CGS RL0824 HISTORY - 1987 GOOD USPSQD RL0824 HISTORY - 19920730 GOOD MIDT RL0824 HISTORY - 19920730 GOOD MIDT RL0824 HISTORY - 19950614 GOOD USPSQD RL0824 RL0824 STATION DESCRIPTION RL0824 RL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0824'AT ONTONAGON. RL0824'AT ONTONAGON, ABOUT 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY RL0824'45 FROM THE POST OFFICE, ABOUT 1 BLOCK EAST OF THE HIGHWAY, RL0824'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE FOUNDATION FOR RL0824'THE SOUTHWEST LEG OF THE CITY WATER TOWER AND 2 1/2 FEET ABOVE RL0824'THE GROUND. RL0824 RL0824 STATION RECOVERY (1987) RL0824 RL0824'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0824'RECOVERED IN GOOD CONDITION. RL0824 RL0824 STATION RECOVERY (1992) RL0824 RL0824'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0824'STATION IS LOCATED IN ONTONAGON ON MERCURY STREET. IT IS IN SECTION RL0824'30, T-52-N, R-39-W ON VILLAGE PROPERTY AND ON USGS QUADRANGE MAP RL0824'ONTONAGON SOUTH. MARK IS ACCESSABLE. TO REACH FROM THE POST OFFICE IN RL0824'ONTONAGON GO 1 BLOCK EAST TO US HIGHWAY 45. TURN RIGHT AND GO RL0824'SOUTHEAST FOR 0.07 MI (0.11 KM) TO US HIGHWAY 45. TURN RIGHT SOUTH RL0824'FOR 0.35 MI (0.56 KM) TO MERCURY STREET. TURN LEFT AND GO EAST FOR RL0824'0.1 MI (0.2 KM) TO THE WATER TOWER ON THE LEFT. FROM HERE PACK NORTH RL0824'FOR 300 FT (91.4 M) TO STATION. STATION IS ABOUT 306 FT (93.3 M) NORTH RL0824'OF THE CENTERLINE OF MERCURY STREET, SET IN THE TOP OF THE SOUTHWEST RL0824'CORNER OF CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF THE CITY WATER RL0824'TOWER, 2.4 FT (0.7 M) NORTHEAST FROM A CARSONITE WITNESS POST AND RL0824'ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND. RL0824 RL0824 STATION RECOVERY (1992) RL0824 RL0824'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0824'STATION IS LOCATED IN ONTONAGON ON MERCURY STREET. IT IS IN SECTION RL0824'30, T-52-N, R-39-W ON VILLAGE PROPERTY AND ON USGS QUADRANGE MAP RL0824'ONTONAGON SOUTH. MARK IS ACCESSABLE. TO REACH FROM THE POST OFFICE IN RL0824'ONTONAGON GO 1 BLOCK EAST TO US HIGHWAY 45. TURN RIGHT AND GO RL0824'SOUTHEAST FOR 0.07 MI (0.11 KM) TO US HIGHWAY 45. TURN RIGHT SOUTH RL0824'FOR 0.35 MI (0.56 KM) TO MERCURY STREET. TURN LEFT AND GO EAST FOR RL0824'0.1 MI (0.2 KM) TO THE WATER TOWER ON THE LEFT. FROM HERE PACK NORTH RL0824'FOR 300 FT (91.4 M) TO STATION AS DESCRIBED. STATION IS ABOUT 306 FT RL0824'(93.3 M) NORTH FROM THE CENTERLINE OF MERCURY STREET, SET IN THE TOP RL0824'OF THE SOUTHWEST CORNER OF CONCRETE FOUNDATION FOR THE SOUTHWEST LEG RL0824'OF THE CITY WATER TOWER, 2.4 FT (0.7 M) NORTHEAST FROM A CARSONITE RL0824'WITNESS POST AND ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND. RL0824 RL0824 STATION RECOVERY (1995) RL0824 RL0824'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0824'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1697 *********************************************************************** RL1697 DESIGNATION - N 153 RESET RL1697 PID - RL1697 RL1697 STATE/COUNTY- MI/ONTONAGON RL1697 USGS QUAD - RL1697 RL1697 *CURRENT SURVEY CONTROL RL1697 ___________________________________________________________________ RL1697* NAD 83(1986)- 46 49 30. (N) 088 59 49. (W) SCALED RL1697* NAVD 88 - 369.01 (meters) 1210.7 (feet) RESET RL1697 ___________________________________________________________________ RL1697 GEOID HEIGHT- -32.24 (meters) GEOID99 RL1697 RL1697 VERT ORDER - THIRD RL1697 RL1697.The horizontal coordinates were scaled from a topographic map and have RL1697.an estimated accuracy of +/- 6 seconds. RL1697 RL1697.The orthometric height was computed from unverified reset data. RL1697 RL1697.The geoid height was determined by GEOID99. RL1697 RL1697; North East Units Estimated Accuracy RL1697;SPC MI N - 228,840. 7,847,650. MT (+/- 180 meters Scaled) RL1697 RL1697 SUPERSEDED SURVEY CONTROL RL1697 RL1697 NGVD 29 - 369.01 (m) 1210.7 (f) RESET 3 RL1697 RL1697.Superseded values are not recommended for survey control. RL1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1697.See file dsdata.txt to determine how the superseded data were derived. RL1697 RL1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS476876(NAD 83) RL1697_MARKER: DV = VERTICAL CONTROL DISK RL1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1697_STAMPING: N 153 RESET 1985 RL1697_MARK LOGO: NGS RL1697_MAGNETIC: N = NO MAGNETIC MATERIAL RL1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1697+STABILITY: SURFACE MOTION RL1697 RL1697 HISTORY - Date Condition Report By RL1697 HISTORY - 1985 MONUMENTED MIDT RL1697 RL1697 STATION DESCRIPTION RL1697 RL1697'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985 RL1697'ABOUT 0.1 MILE (0.2 KM) EAST FROM MASS CITY POST OFFICE TO M-26, RL1697'THENCE 1.3 MILES (2.1 KM) NORTHERLY TO JUNCTION OF M-26 AND M-38, RL1697'THENCE NORTHEASTERLY ALONG M-26 5.6 MILES, OR 4.5 MILES (7.2 KM) RL1697'SOUTHWEST OF ONTONAGON-HOUGHTON COUNTY LINE, ABOUT 208 FEET (63.4 M) RL1697'SOUTHEAST ALONG M-26 CENTERLINE FROM A 24-INCH CONCRETE CULVERT, RL1697'THENCE AT 90 DEGREES SOUTHWEST 63 FEET (19.2 M) TO MARK, 1 FOOT (0.3 RL1697'M) NORTH OF METAL WITNESS POST AND SIGN, ABOUT 3 FEET (0.9 M) ABOVE RL1697'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0823 *********************************************************************** RL0823 DESIGNATION - P 136 RL0823 PID - RL0823 RL0823 STATE/COUNTY- MI/ONTONAGON RL0823 USGS QUAD - RL0823 RL0823 *CURRENT SURVEY CONTROL RL0823 ___________________________________________________________________ RL0823* NAD 83(1986)- 46 51 26. (N) 089 18 43. (W) SCALED RL0823* NAVD 88 - 202.464 (meters) 664.25 (feet) ADJUSTED RL0823 ___________________________________________________________________ RL0823 GEOID HEIGHT- -31.44 (meters) GEOID99 RL0823 DYNAMIC HT - 202.496 (meters) 664.36 (feet) COMP RL0823 MODELED GRAV- 980,765.5 (mgal) NAVD 88 RL0823 RL0823 VERT ORDER - SECOND CLASS 0 RL0823 RL0823.The horizontal coordinates were scaled from a topographic map and have RL0823.an estimated accuracy of +/- 6 seconds. RL0823 RL0823.The orthometric height was determined by differential leveling RL0823.and adjusted by the National Geodetic Survey in June 1991. RL0823 RL0823.The geoid height was determined by GEOID99. RL0823 RL0823.The dynamic height is computed by dividing the NAVD 88 RL0823.geopotential number by the normal gravity value computed on the RL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0823.degrees latitude (g = 980.6199 gals.). RL0823 RL0823.The modeled gravity was interpolated from observed gravity values. RL0823 RL0823; North East Units Estimated Accuracy RL0823;SPC MI N - 233,080. 7,823,730. MT (+/- 180 meters Scaled) RL0823 RL0823 SUPERSEDED SURVEY CONTROL RL0823 RL0823 NGVD 29 - 202.496 (m) 664.36 (f) ADJ UNCH 2 0 RL0823 RL0823.Superseded values are not recommended for survey control. RL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0823.See file dsdata.txt to determine how the superseded data were derived. RL0823 RL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS237918(NAD 83) RL0823_MARKER: DB = BENCH MARK DISK RL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0823_STAMPING: P 136 1948 RL0823_MARK LOGO: CGS RL0823_MAGNETIC: N = NO MAGNETIC MATERIAL RL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0823+STABILITY: SURFACE MOTION RL0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0823+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1992 RL0823 RL0823 HISTORY - Date Condition Report By RL0823 HISTORY - 1948 MONUMENTED CGS RL0823 HISTORY - 1983 GOOD USPSQD RL0823 HISTORY - 1987 GOOD USPSQD RL0823 HISTORY - 19920803 GOOD MIDT RL0823 HISTORY - 19920803 GOOD MIDT RL0823 HISTORY - 19950614 GOOD USPSQD RL0823 RL0823 STATION DESCRIPTION RL0823 RL0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0823'1.3 MI SE FROM ONTONAGON. RL0823'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST RL0823'OFFICE AT ONTONAGON, AT THE FOREST SERVICE HEADQUARTERS, 88 RL0823'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, RL0823'62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE GARAGE, 22 RL0823'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A FIRE EQUIPMENT RL0823'SHED, 7 FEET NORTHWEST OF A WIND INDICATOR POLE, 168 FEET EAST RL0823'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET ABOVE THE RL0823'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. RL0823 RL0823 STATION RECOVERY (1983) RL0823 RL0823'RECOVERY NOTE BY US POWER SQUADRON 1983 RL0823'RECOVERED IN GOOD CONDITION. RL0823 RL0823 STATION RECOVERY (1987) RL0823 RL0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0823'RECOVERED IN GOOD CONDITION. RL0823 RL0823 STATION RECOVERY (1992) RL0823 RL0823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0823'STATION IS LOCATED IN ONTONAGON AT THE NATIONAL FOREST SERVICE (USDA) RL0823'RANGER STATION ON US HIGHWAY 45. IN SECTION 31, T-52-N, R-39-W, IN RL0823'THE SOUTHWEST 1/4 OF USGS QUAD MAP (ONTONAGON SOUTH). TO REACH FROM RL0823'THE POST OFFICE IN ONTONAGON, GO 1 BLOCK TO US HIGHWAY 45. TURN RIGHT RL0823'AND GO SOUTHEAST FOR 0.075 MI (0.121 KM) TO US HIGHWAY 45. TURN RIGHT RL0823'AND GO 0.98 MI (1.58 KM) TO NATIONAL FOREST SERVICE RANGER STATION. RL0823'TURN LEFT INTO DRIVE AND FOLLOW DRIVE TO SIGN (WAREHOUSE EMPLOYEES RL0823'ONLY)AND THE STATION ON THE LEFT SIDE OF THE DRIVE. STATION IS 62.3 FT RL0823'(19.0 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF WAREHOUSE, 35.7 FT RL0823'(10.9 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF CONCRETE SIDEWALK FROM RL0823'WAREHOUSE, 35.5 FT (10.8 M) FROM THE NORTH LEG OF A WOOK SIGN RL0823'(WAREHOUSE EMPLOYEES ONLY), 5 FT (1.5 M) NORTH OF NORTH EDGE OF RL0823'BLACKTOP DRIVE TO WAREHOUSE. ABOUT LEVEL WITH THE GROUND AND THE RL0823'BLACKTOP DRIVE. RL0823 RL0823 STATION RECOVERY (1992) RL0823 RL0823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0823'STATION IS LOCATED IN ONTONAGON AT THE NATIONAL FOREST SERVICE (USDA) RL0823'RANGER STATION ON US HIGHWAY 45. IN SECTION 31, T-52-N, R-39-W, IN RL0823'THE SOUTHWEST 1/4 OF USGS QUAD MAP (ONTONAGON SOUTH). TO REACH FROM RL0823'THE POST OFFICE IN ONTONAGON, GO 1 BLOCK TO US HIGHWAY 45. TURN RIGHT RL0823'AND GO SOUTHEAST FOR 0.075 MI (0.121 KM) TO US HIGHWAY 45. TURN RIGHT RL0823'AND GO 0.98 MI (1.58 KM) TO NATIONAL FOREST SERVICE RANGER STATION. RL0823'TURN LEFT INTO DRIVE AND FOLLOW DRIVE TO SIGN (WAREHOUSE EMPLOYEES RL0823'ONLY)AND THE STATION ON THE LEFT SIDE OF THE DRIVE. STATION IS 62.3 FT RL0823'(19.0 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF WAREHOUSE, 35.7 FT RL0823'(10.9 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF CONCRETE SIDEWALK FROM RL0823'WAREHOUSE, 35.5 FT (10.8 M) FROM THE NORTH LEG OF A WOOK SIGN RL0823'(WAREHOUSE EMPLOYEES ONLY), 5 FT (1.5 M) NORTH OF NORTH EDGE OF RL0823'BLACKTOP DRIVE TO WAREHOUSE. ABOUT LEVEL WITH THE GROUND AND THE RL0823'BLACKTOP DRIVE. RL0823 RL0823 STATION RECOVERY (1995) RL0823 RL0823'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0823'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1694 *********************************************************************** RL1694 DESIGNATION - P 153 RESET RL1694 PID - RL1694 RL1694 STATE/COUNTY- MI/ONTONAGON RL1694 USGS QUAD - RL1694 RL1694 *CURRENT SURVEY CONTROL RL1694 ___________________________________________________________________ RL1694* NAD 83(1986)- 46 48 37. (N) 088 59 44. (W) SCALED RL1694* NAVD 88 - 351.80 (meters) 1154.2 (feet) RESET RL1694 ___________________________________________________________________ RL1694 GEOID HEIGHT- -32.28 (meters) GEOID99 RL1694 RL1694 VERT ORDER - THIRD RL1694 RL1694.The horizontal coordinates were scaled from a topographic map and have RL1694.an estimated accuracy of +/- 6 seconds. RL1694 RL1694.The orthometric height was computed from unverified reset data. RL1694 RL1694.The geoid height was determined by GEOID99. RL1694 RL1694; North East Units Estimated Accuracy RL1694;SPC MI N - 227,200. 7,847,710. MT (+/- 180 meters Scaled) RL1694 RL1694 SUPERSEDED SURVEY CONTROL RL1694 RL1694 NGVD 29 - 351.80 (m) 1154.2 (f) RESET 3 RL1694 RL1694.Superseded values are not recommended for survey control. RL1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1694.See file dsdata.txt to determine how the superseded data were derived. RL1694 RL1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS477860(NAD 83) RL1694_MARKER: DV = VERTICAL CONTROL DISK RL1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1694_STAMPING: P 153 RESET 1985 RL1694_MARK LOGO: NGS RL1694_MAGNETIC: N = NO MAGNETIC MATERIAL RL1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1694+STABILITY: SURFACE MOTION RL1694 RL1694 HISTORY - Date Condition Report By RL1694 HISTORY - 1985 MONUMENTED MIDT RL1694 RL1694 STATION DESCRIPTION RL1694 RL1694'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985 RL1694'ABOUT 0.1 MILE (0.2 KM) EAST FROM MASS CITY POST OFFICE TO M-26, RL1694'THENCE 1.3 MILES (2.1 KM) NORTHERLY TO JUNCTION OF M-26 AND M-38, RL1694'THENCE NORTH EASTERLY ALONG M-26 4.6 MILES, AT TOP OF GRADE NEAR RL1694'SIDEROAD NORTHEAST, 33 FEET (10.1 M) SOUTHWEST OF THE CENTER OF THE RL1694'JUNCTION, 109 FEET (33.2 M) EAST OF THE HIGHWAY CENTERLINE, 33 FEET RL1694'(10.1 M) SOUTH OF THE SIDEROAD CENTERLINE, 1 FOOT (0.3 M) SOUTH OF A RL1694'METAL WITNESS POST AND SIGN, ABOUT 1-1/2 FEET BELOW HIGHWAY AND SET RL1694'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1696 *********************************************************************** RL1696 DESIGNATION - Q 153 RESET RL1696 PID - RL1696 RL1696 STATE/COUNTY- MI/ONTONAGON RL1696 USGS QUAD - RL1696 RL1696 *CURRENT SURVEY CONTROL RL1696 ___________________________________________________________________ RL1696* NAD 83(1986)- 46 48 03. (N) 089 00 11. (W) SCALED RL1696* NAVD 88 - 320.18 (meters) 1050.5 (feet) RESET RL1696 ___________________________________________________________________ RL1696 GEOID HEIGHT- -32.27 (meters) GEOID99 RL1696 RL1696 VERT ORDER - THIRD RL1696 RL1696.The horizontal coordinates were scaled from a topographic map and have RL1696.an estimated accuracy of +/- 6 seconds. RL1696 RL1696.The orthometric height was computed from unverified reset data. RL1696 RL1696.The geoid height was determined by GEOID99. RL1696 RL1696; North East Units Estimated Accuracy RL1696;SPC MI N - 226,170. 7,847,120. MT (+/- 180 meters Scaled) RL1696 RL1696 SUPERSEDED SURVEY CONTROL RL1696 RL1696 NGVD 29 - 320.18 (m) 1050.5 (f) RESET 3 RL1696 RL1696.Superseded values are not recommended for survey control. RL1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1696.See file dsdata.txt to determine how the superseded data were derived. RL1696 RL1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS471849(NAD 83) RL1696_MARKER: DV = VERTICAL CONTROL DISK RL1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1696_STAMPING: Q 153 RESET 1985 RL1696_MARK LOGO: NGS RL1696_MAGNETIC: N = NO MAGNETIC MATERIAL RL1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1696+STABILITY: SURFACE MOTION RL1696 RL1696 HISTORY - Date Condition Report By RL1696 HISTORY - 1985 MONUMENTED MIDT RL1696 RL1696 STATION DESCRIPTION RL1696 RL1696'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985 RL1696'ABOUT 0.1 MILE (0.2 KM) EAST FROM THE MASS CITY POST OFFICE TO M-26, RL1696'THENCE 1.3 MILES (2.1 KM) NORTHERLY TO THE JUNCTION OF M-26 AND M-38, RL1696'THENCE NORTH EASTERLY ALONG M-26 FOR 3.8 MILES (6.1 KM) THENCE 65 RL1696'FEET (19.8 M) SOUTHEAST OF THE SOUTHEAST END OF A 24-INCH CONCRETE RL1696'CULVERT, 43 FEET (13.1 M) SOUTHEAST OF THE CENTER WIRE OF A RL1696'TRANSMISSION LINE, 125 FEET (38.1 M) SOUTHEAST OF STATE HIGHWAY M-26 RL1696'CENTERLINE, 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST AND SIGN, 9 RL1696'FEET (2.7 M) BELOW THE HIGHWAY, IN A CONCRETE POST FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0762 *********************************************************************** RL0762 DESIGNATION - T 139 RL0762 PID - RL0762 RL0762 STATE/COUNTY- MI/ONTONAGON RL0762 USGS QUAD - RL0762 RL0762 *CURRENT SURVEY CONTROL RL0762 ___________________________________________________________________ RL0762* NAD 83(1994)- 46 51 41.36169(N) 089 17 50.84213(W) ADJUSTED RL0762* NAVD 88 - 208.794 (meters) 685.02 (feet) ADJUSTED RL0762 ___________________________________________________________________ RL0762 X - 53,570.749 (meters) COMP RL0762 Y - -4,368,729.407 (meters) COMP RL0762 Z - 4,631,379.162 (meters) COMP RL0762 LAPLACE CORR- -4.87 (seconds) DEFLEC99 RL0762 ELLIP HEIGHT- 177.46 (meters) (07/17/02) GPS OBS RL0762 GEOID HEIGHT- -31.47 (meters) GEOID99 RL0762 DYNAMIC HT - 208.827 (meters) 685.13 (feet) COMP RL0762 MODELED GRAV- 980,765.4 (mgal) NAVD 88 RL0762 RL0762 HORZ ORDER - FIRST RL0762 VERT ORDER - SECOND CLASS 0 RL0762 ELLP ORDER - FOURTH CLASS I RL0762 RL0762.The horizontal coordinates were established by GPS observations RL0762.and adjusted by the National Geodetic Survey in February 1997. RL0762 RL0762.The orthometric height was determined by differential leveling RL0762.and adjusted by the National Geodetic Survey in June 1991. RL0762 RL0762.The X, Y, and Z were computed from the position and the ellipsoidal ht. RL0762 RL0762.The Laplace correction was computed from DEFLEC99 derived deflections. RL0762 RL0762.The ellipsoidal height was determined by GPS observations RL0762.and is referenced to NAD 83. RL0762 RL0762.The geoid height was determined by GEOID99. RL0762 RL0762.The dynamic height is computed by dividing the NAVD 88 RL0762.geopotential number by the normal gravity value computed on the RL0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0762.degrees latitude (g = 980.6199 gals.). RL0762 RL0762.The modeled gravity was interpolated from observed gravity values. RL0762 RL0762; North East Units Scale Converg. RL0762;SPC MI N - 233,518.508 7,824,846.308 MT 0.99995341 -1 39 38.1 RL0762;UTM 16 - 5,192,334.666 324,886.687 MT 0.99997691 -1 40 36.8 RL0762 RL0762 SUPERSEDED SURVEY CONTROL RL0762 RL0762 ELLIP HT - 177.51 (m) (03/16/99) GP( ) 4 1 RL0762 ELLIP HT - 177.52 (m) (02/03/97) GP( ) 4 1 RL0762 NAD 83(1986)- 46 51 41.35596(N) 089 17 50.82640(W) AD( ) 1 RL0762 NAD 83(1986)- 46 51 41.36043(N) 089 17 50.84827(W) AD( ) 3 RL0762 NGVD 29 - 208.827 (m) 685.13 (f) ADJ UNCH 2 0 RL0762 RL0762.Superseded values are not recommended for survey control. RL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0762.See file dsdata.txt to determine how the superseded data were derived. RL0762 RL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2488792335(NAD 83) RL0762_MARKER: DB = BENCH MARK DISK RL0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0762_STAMPING: T 139 1948 RL0762_MARK LOGO: CGS RL0762_MAGNETIC: N = NO MAGNETIC MATERIAL RL0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0762+STABILITY: SURFACE MOTION RL0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RL0762+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1999 RL0762 RL0762 HISTORY - Date Condition Report By RL0762 HISTORY - 1948 MONUMENTED CGS RL0762 HISTORY - 1977 GOOD USGS RL0762 HISTORY - 1987 MARK NOT FOUND USPSQD RL0762 HISTORY - 19890428 GOOD NGS RL0762 HISTORY - 19920730 GOOD MIDT RL0762 HISTORY - 19920730 GOOD MIDT RL0762 HISTORY - 19920730 GOOD MIDT RL0762 HISTORY - 19920730 GOOD MIDT RL0762 HISTORY - 19970528 GOOD NGS RL0762 HISTORY - 19990311 GOOD MIDT RL0762 RL0762 STATION DESCRIPTION RL0762 RL0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0762'0.8 MI SE FROM ONTONAGON. RL0762'ABOUT 0.8 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE HIGH RL0762'SCHOOL AT ONTONAGON, AT THE NORTH END OF THE NORTH-SOUTH RUN WAY RL0762'AT THE SCHUSTER AIRPORT, ABOUT 0.2 MILE NORTHWEST OF THE ENTRANCE RL0762'ROAD TO FIELD, 93 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE RL0762'NORTH-SOUTH RUNWAY, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE RL0762'ROAD, 17 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH THE RL0762'ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT RL0762'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING RL0762'4 INCHES. RL0762 RL0762 STATION RECOVERY (1977) RL0762 RL0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 RL0762'ONTONAGON, ONTONAGON CO., ABOUT 0.8 MI SE ALONG STATE HWY 38 FROM THE RL0762'GRADE SCHOOL AT ONTONAGON. IN THE NE 1/4 SEC. 31, T. 52 N., R. 39 W., RL0762'80 FT S FROM CENTERLINE STATE HWY 38, 44 FT W OF A POWER POLE AND IN RL0762'LINE WITH A ROW OF POLES, PROJECTING ABOUT 4 IN. RL0762 RL0762 STATION RECOVERY (1987) RL0762 RL0762'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0762'MARK NOT FOUND. RL0762 RL0762 STATION RECOVERY (1989) RL0762 RL0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RL0762'THE STATION IS LOCATED ABOUT 21.2 KM (13.15 MI) EAST-NORTHEAST OF RL0762'SILVER CITY, 16.5 KM (10.25 MI) NORTHWEST OF ROCKLAND AND 2.2 KM RL0762'(1.35 MI) SOUTHEAST OF ONTONAGON. OWNERSHIP--MICHIGAN DEPARTMENT OF RL0762'TRANSPORTATION. RL0762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE RL0762'HIGHWAY 64 IN ONTONAGON, GO SOUTHEAST ON HIGHWAY 45 (ONTONAGON STREET) RL0762'FOR 0.61 KM (0.40 MI) TO THE JUNCTION OF STATE HIGHWAY 38. HIGHWAY 45 RL0762'BEARS TO THE RIGHT, CONTINUE SOUTHEAST ON HIGHWAY 38 FOR 1.64 KM RL0762'(1.00 MI) TO THE STATION ON THE RIGHT. RL0762'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE RL0762'MONUMENT THAT PROJECTS 5 CM ABOVE THE GROUND. LOCATED 16.8 M RL0762'(55.1 FT) SOUTHWEST OF THE CENTER LINE OF HIGHWAY 38, 5.2 M (17.1 FT) RL0762'NORTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTHWEST OF A WOODEN RL0762'WITNESS POST AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST. RL0762'DESCRIBED BY E.J. HANSMANN. RL0762 RL0762 STATION RECOVERY (1992) RL0762 RL0762'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0762'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST FROM THE POST RL0762'OFFICE IN ONTONAGON, 0.8 MI (1.3 KM) SOUTHEAST FROM THE OLD HIGH RL0762'SCHOOL, 0.15 MI (0.24 KM) SOUTHEAST OF THE NEW COURTHOUSE, ALONG STATE RL0762'HIGHWAY M-38. IT IS IN THE NORTHEAST 1/4 OF SECTION 31, T-52-N, RL0762'R-39-W. TO REACH FROM THE POST OFFICE IN ONTONAGON, GO 1 BLOCK EAST TO RL0762'US HIGHWAY 45. TURN RIGHT AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO RL0762'STATE HIGHWAY M-38. CONTINUE SOUTHEAST ON M-38 FOR 1.0 MI (1.6 KM) TO RL0762'MARK ON RIGHT, 80.0 FT (24.4 M) SOUTHWEST FROM THE CENTERLING OF RL0762'HIGHWAY M-38, 43.5 FT (13.3 M) NORTHWEST FROM A UTILITY POLE, 14.0 FT RL0762'(4.3 M) NORTHEAST FROM THE TREE LINE, 2.0 FT (0.6 M) WEST OF A WOODEN RL0762'WITNESS POST, 0.5 FT (15.2 CM) SOUTHWEST FROM A CARSONITE WITNESS POST RL0762'AND SIGN. ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING ABOUT 2 INCHES. RL0762 RL0762 STATION RECOVERY (1992) RL0762 RL0762'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0762'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST FROM THE POST RL0762'OFFICE IN ONTONAGON, 0.8 MI (1.3 KM) SOUTHEAST FROM THE OLD HIGH RL0762'SCHOOL, 0.15 MI (0.24 KM) SOUTHEAST OF THE NEW COURTHOUSE, ALONG STATE RL0762'HIGHWAY M-38. IT IS IN THE NORTHEAST 1/4 OF SECTION 31, T-52-N, RL0762'R-39-W AND ON ONTONAGON QUADRANGLE MAP. TO REACH FROM THE POST OFFICE RL0762'IN ONTONAGON, GO 1 BLOCK EAST TO US HIGHWAY 45. TURN RIGHT AND GO RL0762'SOUTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO STATE HIGHWAY M-38. CONTINUE RL0762'SOUTHEAST ON M-38 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT. RL0762'STATION IS 80.0 FT (24.4 M) SOUTHWEST FROM THE CENTERLING OF HIGHWAY RL0762'M-38, 43.5 FT (13.3 M) NORTHWEST FROM A UTILITY POLE, 14.0 FT (4.3 M) RL0762'NORTHEAST FROM THE TREE LINE, 2.0 FT (0.6 M) WEST OF A WOODEN WITNESS RL0762'POST, 0.5 FT (15.2 CM) SOUTHWEST FROM A CARSONITE WITNESS POST AND RL0762'SIGN. ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING ABOUT 2 INCHES. RL0762 RL0762 STATION RECOVERY (1992) RL0762 RL0762'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0762'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST FROM THE POST RL0762'OFFICE IN ONTONAGON, 0.8 MI (1.3 KM) SOUTHEAST FROM THE OLD HIGH RL0762'SCHOOL, 0.15 MI (0.24 KM) SOUTHEAST OF THE NEW COURTHOUSE, ALONG STATE RL0762'HIGHWAY M-38. IT IS IN THE NORTHEAST 1/4 OF SECTION 31, T-52-N, RL0762'R-39-W AND ON ONTONAGON QUADRANGLE MAP. TO REACH FROM THE POST OFFICE RL0762'IN ONTONAGON, GO 1 BLOCK EAST TO US HIGHWAY 45. TURN RIGHT AND GO RL0762'SOUTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO STATE HIGHWAY M-38. CONTINUE RL0762'SOUTHEAST ON M-38 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT. RL0762'STATION IS 80.0 FT (24.4 M) SOUTHWEST FROM THE CENTERLING OF HIGHWAY RL0762'M-38, 43.5 FT (13.3 M) NORTHWEST FROM A UTILITY POLE, 14.0 FT (4.3 M) RL0762'NORTHEAST FROM THE TREE LINE, 2.0 FT (0.6 M) WEST OF A WOODEN WITNESS RL0762'POST, 0.5 FT (15.2 CM) SOUTHWEST FROM A CARSONITE WITNESS POST AND RL0762'SIGN. ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING ABOUT 2 INCHES. RL0762 RL0762 STATION RECOVERY (1992) RL0762 RL0762'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0762'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHEAST FROM THE POST RL0762'OFFICE IN ONTONAGON, 0.8 MI (1.3 KM) SOUTHEAST FROM THE OLD HIGH RL0762'SCHOOL, 0.15 MI (0.24 KM) SOUTHEAST OF THE NEW COURTHOUSE, ALONG STATE RL0762'HIGHWAY M-38. IT IS IN THE NORTHEAST 1/4 OF SECTION 31, T-52-N, RL0762'R-39-W AND ON ONTONAGON QUADRANGLE MAP. TO REACH FROM THE POST OFFICE RL0762'IN ONTONAGON, GO 1 BLOCK EAST TO US HIGHWAY 45. TURN RIGHT AND GO RL0762'SOUTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO STATE HIGHWAY M-38. CONTINUE RL0762'SOUTHEAST ON M-38 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT. RL0762'STATION IS 80.0 FT (24.4 M) SOUTHWEST FROM THE CENTERLING OF HIGHWAY RL0762'M-38, 43.5 FT (13.3 M) NORTHWEST FROM A UTILITY POLE, 14.0 FT (4.3 M) RL0762'NORTHEAST FROM THE TREE LINE, 2.0 FT (0.6 M) WEST OF A WOODEN WITNESS RL0762'POST, 0.5 FT (15.2 CM) SOUTHWEST FROM A CARSONITE WITNESS POST AND RL0762'SIGN. ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING ABOUT 2 INCHES. RL0762 RL0762 STATION RECOVERY (1997) RL0762 RL0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED) RL0762'THE STATION IS LOCATED NEAR AND SOUTHEAST OF THE SOUTHEAST EDGE OF RL0762'ONTONAGON, MI. (U.P.), IN THE GRASS ALONG THE SOUTH-SOUTHWEST SIDE OF RL0762'STATE HIGHWAY 38, ON TOP OF A LOW BANK, JUST SOUTH-SOUTHWEST OF A RL0762'WITNESS POST. OWNERSHIP--STATE OF MICHIGAN. NOTE--THIS STATION IS A RL0762'(B.M. TIE). TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY RL0762'45 AND STATE HIGHWAY 38 IN ONTONAGON, GO SOUTHEAST, 1.64 KM (1.00 MI) RL0762'ALONG HIGHWAY 38 TO THE STATION ON THE RIGHT, ON TOP OF A LOW BANK. RL0762'STATION IS 24.3 M (79.7 FT) SOUTH-SOUTHWEST OF THE HIGHWAY 38 RL0762'CENTERLINE, 13.0 M (42.7 FT) WEST-NORTHWEST OF A UTILITY POLE, 4.3 M RL0762'(14.1 FT) NORTHWEST OF A STATE B.M., 0.4 M (1.3 FT) WEST-SOUTHWEST OF RL0762'A SHORT 4X4-INCH WOODEN POST MARKED B.M., 0.2 M (0.7 FT) RL0762'SOUTH-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS ABOUT LEVEL RL0762'WITH THE HIGHWAY 38 CENTER AND PROJECTING ABOUT 5-CM ABOVE THE GROUND RL0762'SURFACE. BY R.G. HAYES. RL0762 RL0762 STATION RECOVERY (1999) RL0762 RL0762'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR) RL0762'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL1684 *********************************************************************** RL1684 DESIGNATION - TT 13 TX RESET RL1684 PID - RL1684 RL1684 STATE/COUNTY- MI/ONTONAGON RL1684 USGS QUAD - RL1684 RL1684 *CURRENT SURVEY CONTROL RL1684 ___________________________________________________________________ RL1684* NAD 83(1986)- 46 42 23. (N) 089 12 57. (W) SCALED RL1684* NAVD 88 - 293.50 (meters) 962.9 (feet) RESET RL1684 ___________________________________________________________________ RL1684 GEOID HEIGHT- -31.80 (meters) GEOID99 RL1684 RL1684 VERT ORDER - THIRD RL1684 RL1684.The horizontal coordinates were scaled from a topographic map and have RL1684.an estimated accuracy of +/- 6 seconds. RL1684 RL1684.The orthometric height was computed from unverified reset data. RL1684.No vertical observational check was made to the station. RL1684 RL1684.The geoid height was determined by GEOID99. RL1684 RL1684; North East Units Estimated Accuracy RL1684;SPC MI N - 216,110. 7,830,590. MT (+/- 180 meters Scaled) RL1684 RL1684 SUPERSEDED SURVEY CONTROL RL1684 RL1684 NGVD 29 - 293.51 (m) 963.0 (f) RESET 3 RL1684 RL1684.Superseded values are not recommended for survey control. RL1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1684.See file dsdata.txt to determine how the superseded data were derived. RL1684 RL1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS306749(NAD 83) RL1684_MARKER: DV = VERTICAL CONTROL DISK RL1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1684_STAMPING: TT 13 TX RESET 1988 RL1684_MARK LOGO: NGS RL1684_MAGNETIC: N = NO MAGNETIC MATERIAL RL1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1684+STABILITY: SURFACE MOTION RL1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1684+SATELLITE: SATELLITE OBSERVATIONS - 1988 RL1684 RL1684 HISTORY - Date Condition Report By RL1684 HISTORY - 1988 MONUMENTED MIDT RL1684 RL1684 STATION DESCRIPTION RL1684 RL1684'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988 RL1684'ABOUT 0.15 MI (0.24 KM) NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL RL1684'IN ROCKLAND, THENCE 3.1 MI (5.0 KM) SOUTHWEST ALONG VICTORIA DAM RL1684'ROAD, 0.95 MI (1.53 KM) NORTHEAST OF THE ROAD JUNCTION IN VICTORIA, RL1684'IN THE NORTHEAST QUARTER OF THE JUNCTION WITH A SIDE ROAD NORTH, 70 RL1684'FT (21.3 M) EAST OF THE ROAD NORTH, 40 FT (12.2 M) NORTH OF THE RL1684'CENTERLINE OF THE BLACKTOP ROAD, 11 FEET NORTH OF TREE LINE, AND 2.5 RL1684'FT (0.8 M) EAST OF A ORANGE CARSONITE NGS WITNESS POST, IN A 10-INCH RL1684'CONCRETE POST ABOUT 2 INCHES ABOVE THE GROUND. DESCRIBED BY BRIAN R. RL1684'TAAVOLA, MDOT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0727 *********************************************************************** RL0727 DESIGNATION - TT 23 TX RL0727 PID - RL0727 RL0727 STATE/COUNTY- MI/ONTONAGON RL0727 USGS QUAD - RL0727 RL0727 *CURRENT SURVEY CONTROL RL0727 ___________________________________________________________________ RL0727* NAD 83(1986)- 46 52 22. (N) 089 19 05. (W) SCALED RL0727* NAVD 88 - 188.251 (meters) 617.62 (feet) ADJUSTED RL0727 ___________________________________________________________________ RL0727 GEOID HEIGHT- -31.45 (meters) GEOID99 RL0727 DYNAMIC HT - 188.282 (meters) 617.72 (feet) COMP RL0727 MODELED GRAV- 980,770.4 (mgal) NAVD 88 RL0727 RL0727 VERT ORDER - SECOND CLASS 0 RL0727 RL0727.The horizontal coordinates were scaled from a topographic map and have RL0727.an estimated accuracy of +/- 6 seconds. RL0727 RL0727.The orthometric height was determined by differential leveling RL0727.and adjusted by the National Geodetic Survey in June 1991. RL0727 RL0727.The geoid height was determined by GEOID99. RL0727 RL0727.The dynamic height is computed by dividing the NAVD 88 RL0727.geopotential number by the normal gravity value computed on the RL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0727.degrees latitude (g = 980.6199 gals.). RL0727 RL0727.The modeled gravity was interpolated from observed gravity values. RL0727 RL0727; North East Units Estimated Accuracy RL0727;SPC MI N - 234,820. 7,823,310. MT (+/- 180 meters Scaled) RL0727 RL0727 SUPERSEDED SURVEY CONTROL RL0727 RL0727 NGVD 29 - 188.284 (m) 617.73 (f) ADJ UNCH 2 0 RL0727 RL0727.Superseded values are not recommended for survey control. RL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0727.See file dsdata.txt to determine how the superseded data were derived. RL0727 RL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS233936(NAD 83) RL0727_MARKER: DD = SURVEY DISK RL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0727_STAMPING: TT 23 TX 1937 RL0727_MARK LOGO: USGS RL0727_MAGNETIC: N = NO MAGNETIC MATERIAL RL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0727+STABILITY: SURFACE MOTION RL0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0727+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992 RL0727 RL0727 HISTORY - Date Condition Report By RL0727 HISTORY - 1937 MONUMENTED USGS RL0727 HISTORY - 1948 GOOD NGS RL0727 HISTORY - 1953 GOOD NGS RL0727 HISTORY - 1987 MARK NOT FOUND USPSQD RL0727 HISTORY - 19920730 POOR MIDT RL0727 HISTORY - 19920730 POOR MIDT RL0727 HISTORY - 19950614 MARK NOT FOUND USPSQD RL0727 RL0727 STATION DESCRIPTION RL0727 RL0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 RL0727'IN ONTONAGON. RL0727'IN ONTONAGON, ON THE LAWN OF ONTONAGON COUNTY COURT HOUSE, 32 RL0727'FEET SOUTHEAST OF THE SOUTH CORNER OF THE COURT HOUSE, 11 1/2 RL0727'FEET NORTHWEST OF A NORTHEAST-SOUTHWEST SIDEWALK, 11 FEET RL0727'NORTHEAST OF A NORTHWEST-SOUTHEAST SIDEWALK, 3 1/2 FEET SOUTH RL0727'OF A FLAGPOLE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE SIDEWALKS RL0727'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. THIS RL0727'DISK IS NOT LEVEL IN THE POST. THE ROD WAS HELD ON THE HIGHEST RL0727'POINT ON THE DISK. RL0727 RL0727 STATION RECOVERY (1953) RL0727 RL0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953 RL0727'RECOVERED IN GOOD CONDITION. RL0727 RL0727 STATION RECOVERY (1987) RL0727 RL0727'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0727'MARK NOT FOUND. RL0727 RL0727 STATION RECOVERY (1992) RL0727 RL0727'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0727'STATION IS LOCATED IN ONTONAGON, ON THE LAWN OF THE OLD ONTONAGON RL0727'COUNTY COURTHOUSE, NOW A OFFICE/APARTMENT BUILDING. IN THE NORTHWEST RL0727'QUADRANT OF HOUGHTON STREET AND TRAP STREET. NEAR A LARGE 7 FT (2.1 RL0727'M) HIGH STONE AND MASONARY MONUMENT. NEAR THE SOUTH CORNER OF RL0727'BUILDING. MARK IS ACCESSIBLE AND OWNERSHIP IS UNDETERMINED. TO REACH RL0727'FROM THE POST OFFICE GO 1 BLOCK TO US HIGHWAY 45. TURN LEFT GOING RL0727'NORTHWEST TO HOUGHTON STREET. TURN RIGHT AND GO NORTHEAST 2 BLOCKS TO RL0727'TRAP STREET AND THE STATION. STATION IS 32.0 FT (9.8 M) SOUTHEAST FROM RL0727'SOUTH CORNER OF BUILDING, 11.5 FT (3.5 M) NORTHWEST FROM THE HOUGHTON RL0727'STREET SIDEWALK, 11.0 FT (3.4 M) NORTHEAST FROM THE TRAP STREET RL0727'SIDEWALK, 8.0 FT (2.4 M) NORTH FROM A 20-INCH MAPLE TREE, 11.0 FT (3.4 RL0727'M) SOUTHEAST FROM A MAPLE TREE, 21.0 FT (6.4 M) SOUTHWEST FROM SOUTH RL0727'CORNER CONCRETE BASE FOR MONUMENT HONORING THOMAS WILCOX (1883-1956). RL0727'IN A DEPRESSION IN THE LAWN FLUSH WITH THE GROUND. NOTE--ELEVATION DID RL0727'NOT CHECK WITH RUN D 135 THRU TT 23 TX INTO V 138. THE DISK IS NOT RL0727'LEVEL IN THE POST, ELEV. IS ON THE HIGHEST POINT. RL0727 RL0727 STATION RECOVERY (1992) RL0727 RL0727'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0727'STATION IS LOCATED IN ONTONAGON, ON THE LAWN OF THE OLD ONTONAGON RL0727'COUNTY COURTHOUSE, NOW A OFFICE/APARTMENT BUILDING. IN THE NORTHWEST RL0727'QUADRANT OF HOUGHTON STREET AND TRAP STREET. NEAR A LARGE 7 FT (2.1 RL0727'M) HIGH STONE AND MASONARY MONUMENT. NEAR THE SOUTH CORNER OF RL0727'BUILDING. MARK IS ACCESSIBLE AND OWNERSHIP IS UNDETERMINED. TO REACH RL0727'FROM THE POST OFFICE GO 1 BLOCK TO US HIGHWAY 45. TURN LEFT GOING RL0727'NORTHWEST TO HOUGHTON STREET. TURN RIGHT AND GO NORTHEAST 2 BLOCKS TO RL0727'TRAP STREET AND THE STATION. STATION IS 32.0 FT (9.8 M) SOUTHEAST FROM RL0727'SOUTH CORNER OF BUILDING, 11.5 FT (3.5 M) NORTHWEST FROM THE HOUGHTON RL0727'STREET SIDEWALK, 11.0 FT (3.4 M) NORTHEAST FROM THE TRAP STREET RL0727'SIDEWALK, 8.0 FT (2.4 M) NORTH FROM A 20-INCH MAPLE TREE, 11.0 FT (3.4 RL0727'M) SOUTHEAST FROM A MAPLE TREE, 21.0 FT (6.4 M) SOUTHWEST FROM SOUTH RL0727'CORNER CONCRETE BASE FOR MONUMENT HONORING THOMAS WILCOX (1883-1956). RL0727'IN A DEPRESSION IN THE LAWN FLUSH WITH THE GROUND. NOTE--ELEVATION DID RL0727'NOT CHECK WITH RUN D 135 THRU TT 23 TX INTO V 138. THE DISK IS NOT RL0727'LEVEL IN THE POST, ELEV. IS ON THE HIGHEST POINT. RL0727 RL0727 STATION RECOVERY (1995) RL0727 RL0727'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0727'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0730 *********************************************************************** RL0730 DESIGNATION - TT 26 TX RL0730 PID - RL0730 RL0730 STATE/COUNTY- MI/ONTONAGON RL0730 USGS QUAD - RL0730 RL0730 *CURRENT SURVEY CONTROL RL0730 ___________________________________________________________________ RL0730* NAD 83(1986)- 46 51 47. (N) 089 20 44. (W) SCALED RL0730* NAVD 88 - 189.102 (meters) 620.41 (feet) ADJUSTED RL0730 ___________________________________________________________________ RL0730 GEOID HEIGHT- -31.39 (meters) GEOID99 RL0730 DYNAMIC HT - 189.132 (meters) 620.51 (feet) COMP RL0730 MODELED GRAV- 980,770.0 (mgal) NAVD 88 RL0730 RL0730 VERT ORDER - SECOND CLASS 0 RL0730 RL0730.The horizontal coordinates were scaled from a topographic map and have RL0730.an estimated accuracy of +/- 6 seconds. RL0730 RL0730.The orthometric height was determined by differential leveling RL0730.and adjusted by the National Geodetic Survey in June 1991. RL0730 RL0730.The geoid height was determined by GEOID99. RL0730 RL0730.The dynamic height is computed by dividing the NAVD 88 RL0730.geopotential number by the normal gravity value computed on the RL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0730.degrees latitude (g = 980.6199 gals.). RL0730 RL0730.The modeled gravity was interpolated from observed gravity values. RL0730 RL0730; North East Units Estimated Accuracy RL0730;SPC MI N - 233,800. 7,821,190. MT (+/- 180 meters Scaled) RL0730 RL0730 SUPERSEDED SURVEY CONTROL RL0730 RL0730 NGVD 29 - 189.135 (m) 620.52 (f) ADJ UNCH 2 0 RL0730 RL0730.Superseded values are not recommended for survey control. RL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0730.See file dsdata.txt to determine how the superseded data were derived. RL0730 RL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS212926(NAD 83) RL0730_MARKER: DB = BENCH MARK DISK RL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0730_STAMPING: TT 26 TX 1937 RL0730_MARK LOGO: USGS RL0730_MAGNETIC: N = NO MAGNETIC MATERIAL RL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0730+STABILITY: SURFACE MOTION RL0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0730+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992 RL0730 RL0730 HISTORY - Date Condition Report By RL0730 HISTORY - 1937 MONUMENTED USGS RL0730 HISTORY - 1948 GOOD NGS RL0730 HISTORY - 1987 GOOD USPSQD RL0730 HISTORY - 19920730 GOOD MIDT RL0730 HISTORY - 19920730 GOOD MIDT RL0730 HISTORY - 19950614 GOOD USPSQD RL0730 RL0730 STATION DESCRIPTION RL0730 RL0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 RL0730'1.6 MI SW FROM ONTONAGON. RL0730'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE RL0730'POST OFFICE IN ONTONAGON, IN THE NORTHWEST CORNER OF THE RL0730'INTERSECTION WITH A CROSS ROAD - ROAD SOUTH LEADING TO MATCHWOOD, RL0730'35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST RL0730'OF THE CENTER OF THE ROAD NORTH, 63 FEET NORTHEAST OF THE FIRST RL0730'POWER POLE WEST OF THE CROSS ROAD, 2 FEET WEST OF A WHITE RL0730'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE RL0730'TOP OF A CONCRETE POST PROJECTING 5 INCHES. RL0730 RL0730 STATION RECOVERY (1987) RL0730 RL0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0730'RECOVERED IN GOOD CONDITION. RL0730 RL0730 STATION RECOVERY (1992) RL0730 RL0730'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0730'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF THE POST OFFICE RL0730'IN ONTONAGON, IN THE NORTHWEST 1/4 OF SECTION 35, T-52-N, R-40-W. AT RL0730'LAMBERTS MOTEL AND CABINS, ALONG OLD STATE HIGHWAY M-64 ON COUNTY ROAD RL0730'RIGHT-OF-WAY. IT IS ON USGS QUAD MAP, ONTONAGON SOUTH. TO REACH FROM RL0730'THE POST OFFICE IN ONTONAGON, GO 1 BLOCK TO US HIGHWAY 45. TURN LEFT RL0730'GOING NORTHWEST AND GO 0.28 MI (0.45 KM) TO STATE HIGHWAY M-64. TURN RL0730'LEFT GOING SOUTHWEST CROSSING BRIDGE FOR 1.8 MI (2.9 KM) TO NORWICH RL0730'ROAD. TURN RIGHT NORTH FOR 0.1 MI (0.2 KM) TO OLD STATE HIGHWAY M-64 RL0730'AND THE MARK IN THE NORTHWEST CORNER OF THE INTERSECTION OF ROADS. RL0730'STATION IS 51.0 FT (15.5 M) WEST OF THE CENTER OF THE ROAD NORTH, 35.0 RL0730'FT (10.7 M) NORTH OF THE CENTERLINE OF OLD STATE HIGHWAY M-64, 15.2 FT RL0730'(4.6 M) NORTHEAST FROM THE BLACKTOP PARKING LOT EDGE, 11.0 FT (3.4 M) RL0730'SOUTHWEST OF CONCRETE RIGHT-OF-WAY MARKER, 40.4 FT (12.3 M) SOUTHWEST RL0730'FROM A 20-INCH WHITE PINE TREE, 3.7 FT (1.1 M) WEST OF A 14-INCH MAPLE RL0730'TREE, 0.5 FT (15.2 CM) SOUTH FROM A METAL WITNESS POST AND SIGN AND RL0730'ABOUT LEVEL WITH THE HIGHWAY. RL0730 RL0730 STATION RECOVERY (1992) RL0730 RL0730'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0730'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF THE POST OFFICE RL0730'IN ONTONAGON, IN THE NORTHWEST 1/4 OF SECTION 35, T-52-N, R-40-W. AT RL0730'LAMBERTS MOTEL AND CABINS, ALONG OLD STATE HIGHWAY M-64 ON COUNTY ROAD RL0730'RIGHT-OF-WAY. IT IS ON USGS QUAD MAP, ONTONAGON SOUTH. TO REACH FROM RL0730'THE POST OFFICE IN ONTONAGON, GO 1 BLOCK TO US HIGHWAY 45. TURN LEFT RL0730'GOING NORTHWEST AND GO 0.28 MI (0.45 KM) TO STATE HIGHWAY M-64. TURN RL0730'LEFT GOING SOUTHWEST CROSSING BRIDGE FOR 1.8 MI (2.9 KM) TO NORWICH RL0730'ROAD. TURN RIGHT NORTH FOR 0.1 MI (0.2 KM) TO OLD STATE HIGHWAY M-64 RL0730'AND THE MARK IN THE NORTHWEST CORNER OF THE INTERSECTION OF ROADS. RL0730'STATION IS 51.0 FT (15.5 M) WEST OF THE CENTER OF THE ROAD NORTH, 35.0 RL0730'FT (10.7 M) NORTH OF THE CENTERLINE OF OLD STATE HIGHWAY M-64, 15.2 FT RL0730'(4.6 M) NORTHEAST FROM THE BLACKTOP PARKING LOT EDGE, 11.0 FT (3.4 M) RL0730'SOUTHWEST OF CONCRETE RIGHT-OF-WAY MARKER, 40.4 FT (12.3 M) SOUTHWEST RL0730'FROM A 20-INCH WHITE PINE TREE, 3.7 FT (1.1 M) WEST OF A 14-INCH MAPLE RL0730'TREE, 0.5 FT (15.2 CM) SOUTH FROM A METAL WITNESS POST AND SIGN AND RL0730'ABOUT LEVEL WITH THE HIGHWAY. RL0730 RL0730 STATION RECOVERY (1995) RL0730 RL0730'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0730'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0733 *********************************************************************** RL0733 DESIGNATION - TT 27 TX RESET 1955 RL0733 PID - RL0733 RL0733 STATE/COUNTY- MI/ONTONAGON RL0733 USGS QUAD - RL0733 RL0733 *CURRENT SURVEY CONTROL RL0733 ___________________________________________________________________ RL0733* NAD 83(1986)- 46 51 06. (N) 089 23 13. (W) SCALED RL0733* NAVD 88 - 187.37 (+/-2cm) 614.7 (feet) VERTCON RL0733 ___________________________________________________________________ RL0733 GEOID HEIGHT- -31.30 (meters) GEOID99 RL0733 RL0733 VERT ORDER - THIRD (See Below) RL0733 RL0733.The horizontal coordinates were scaled from a topographic map and have RL0733.an estimated accuracy of +/- 6 seconds. RL0733 RL0733.The NAVD 88 height was computed by applying the VERTCON shift value to RL0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RL0733.The vertical order pertains to the superseded datum. RL0733 RL0733.The geoid height was determined by GEOID99. RL0733 RL0733; North East Units Estimated Accuracy RL0733;SPC MI N - 232,630. 7,817,990. MT (+/- 180 meters Scaled) RL0733 RL0733 SUPERSEDED SURVEY CONTROL RL0733 RL0733 NGVD 29 - 187.40 (m) 614.8 (f) RESET 3 RL0733 RL0733.Superseded values are not recommended for survey control. RL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0733.See file dsdata.txt to determine how the superseded data were derived. RL0733 RL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS180914(NAD 83) RL0733_MARKER: DD = SURVEY DISK RL0733_SETTING: 36 = ABUTMENT RL0733_STAMPING: TT 27 TX 1937 USGS RL0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL0733 RL0733 HISTORY - Date Condition Report By RL0733 HISTORY - 1937 MONUMENTED MIDH RL0733 HISTORY - 1955 GOOD NGS RL0733 HISTORY - 1987 GOOD USPSQD RL0733 RL0733 STATION DESCRIPTION RL0733 RL0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 RL0733'3.6 MI SW FROM ONTONAGON. RL0733'3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE RL0733'IN ONTONAGON, 20.7 FEET NORTHWEST FROM THE CENTERLINE OF A NEW RL0733'BRIDGE OVER POTATO RIVER, SET IN THE NORTHWEST WINGWALL OF THE RL0733'SOUTHWEST ABUTMENT OF THE BRIDGE. A BRASS DISK STAMPED TT 27 RL0733'TX 1937(USGS). RL0733 RL0733 STATION RECOVERY (1987) RL0733 RL0733'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0733'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RL0761 *********************************************************************** RL0761 DESIGNATION - V 138 RL0761 PID - RL0761 RL0761 STATE/COUNTY- MI/ONTONAGON RL0761 USGS QUAD - RL0761 RL0761 *CURRENT SURVEY CONTROL RL0761 ___________________________________________________________________ RL0761* NAD 83(1986)- 46 52 07. (N) 089 18 36. (W) SCALED RL0761* NAVD 88 - 195.638 (meters) 641.86 (feet) ADJUSTED RL0761 ___________________________________________________________________ RL0761 GEOID HEIGHT- -31.45 (meters) GEOID99 RL0761 DYNAMIC HT - 195.669 (meters) 641.96 (feet) COMP RL0761 MODELED GRAV- 980,768.6 (mgal) NAVD 88 RL0761 RL0761 VERT ORDER - SECOND CLASS 0 RL0761 RL0761.The horizontal coordinates were scaled from a topographic map and have RL0761.an estimated accuracy of +/- 6 seconds. RL0761 RL0761.The orthometric height was determined by differential leveling RL0761.and adjusted by the National Geodetic Survey in June 1991. RL0761 RL0761.The geoid height was determined by GEOID99. RL0761 RL0761.The dynamic height is computed by dividing the NAVD 88 RL0761.geopotential number by the normal gravity value computed on the RL0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0761.degrees latitude (g = 980.6199 gals.). RL0761 RL0761.The modeled gravity was interpolated from observed gravity values. RL0761 RL0761; North East Units Estimated Accuracy RL0761;SPC MI N - 234,340. 7,823,910. MT (+/- 180 meters Scaled) RL0761 RL0761 SUPERSEDED SURVEY CONTROL RL0761 RL0761 NGVD 29 - 195.670 (m) 641.96 (f) ADJ UNCH 2 0 RL0761 RL0761.Superseded values are not recommended for survey control. RL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0761.See file dsdata.txt to determine how the superseded data were derived. RL0761 RL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS239931(NAD 83) RL0761_MARKER: DB = BENCH MARK DISK RL0761_SETTING: 36 = BUILDING RL0761_STAMPING: V 138 1948 RL0761_MARK LOGO: CGS RL0761_MAGNETIC: N = NO MAGNETIC MATERIAL RL0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0761+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1992 RL0761 RL0761 HISTORY - Date Condition Report By RL0761 HISTORY - 1948 MONUMENTED CGS RL0761 HISTORY - 19920803 GOOD MIDT RL0761 HISTORY - 19920803 GOOD MIDT RL0761 HISTORY - 19950614 GOOD USPSQD RL0761 RL0761 STATION DESCRIPTION RL0761 RL0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0761'AT ONTONAGON. RL0761'AT ONTONAGON, SET VERTICALLY IN THE NORTHEAST FACE AT THE NORTH RL0761'CORNER OF THE BOILER ROOM AT THE ONTONAGON HIGH SCHOOL, 1 FOOT RL0761'SOUTHEAST OF THE NORTH CORNER AND 2 FEET ABOVE THE GROUND. RL0761 RL0761 STATION RECOVERY (1992) RL0761 RL0761'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0761'STATION IS LOCATED IN ONTONAGON, AT THE OLD SCHOOL ON STATE HIGHWAY RL0761'M-38. IN SECTION 30, T-52-N, R-39-W AND ON ONTONAGON SOUTH QUADRANGLE RL0761'MAP. TO REACH FROM THE POST OFFICE IN ONTONAGON, GO 1 BLOCK EAST TO US RL0761'HIGHWAY 45. TURN RIGHT AND GO SOUTHEAST 0.1 MI (0.2 KM) TO STATE RL0761'HIGHWAY M-38. CONTINUE SOUTHEAST ON M-38 FOR 0.1 MI (0.2 KM) TO RL0761'PARKER AVENUE. TURN LEFT AND GO EAST FOR ABOUT 1 BLOCK TO ENTRANCE TO RL0761'SCHOOL PARKING LOT. CONTINUE ABOUT 200 FT (61.0 M) TO NORTH PARKING RL0761'LOT. CONTINUE ABOUT 200 FT (61.0 M) TO NORTH CORNER OF SMALL ANNEX TO RL0761'SCHOOL AND THE STATION. STATION IS SET VERTICALLY IN THE NORTHEAST RL0761'FACE AT THE NORTH CORNER OF THE BOILER ROOM (ANNEX TO SCHOOL AND MUCH RL0761'LOWER IN HEIGHT) OF THE HIGH SCHOOL. 1 FT (0.3 M) SOUTHEAST OF THE RL0761'NORTH CORNER AND 2 FT (0.6 M) ABOVE THE BLACKTOP PARKING LOT. RL0761 RL0761 STATION RECOVERY (1992) RL0761 RL0761'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT) RL0761'STATION IS LOCATED IN ONTONAGON, AT THE OLD SCHOOL ON STATE HIGHWAY RL0761'M-38. IN SECTION 30, T-52-N, R-39-W AND ON ONTONAGON SOUTH QUADRANGLE RL0761'MAP. TO REACH FROM THE POST OFFICE IN ONTONAGON, GO 1 BLOCK EAST TO US RL0761'HIGHWAY 45. TURN RIGHT AND GO SOUTHEAST 0.1 MI (0.2 KM) TO STATE RL0761'HIGHWAY M-38. CONTINUE SOUTHEAST ON M-38 FOR 0.1 MI (0.2 KM) TO RL0761'PARKER AVENUE. TURN LEFT AND GO EAST FOR ABOUT 1 BLOCK TO ENTRANCE TO RL0761'SCHOOL PARKING LOT. CONTINUE ABOUT 200 FT (61.0 M) TO NORTH PARKING RL0761'LOT. CONTINUE ABOUT 200 FT (61.0 M) TO NORTH CORNER OF SMALL ANNEX TO RL0761'SCHOOL AND THE STATION. STATION IS SET VERTICALLY IN THE NORTHEAST RL0761'FACE AT THE NORTH CORNER OF THE BOILER ROOM (ANNEX TO SCHOOL AND MUCH RL0761'LOWER IN HEIGHT) OF THE HIGH SCHOOL. 1 FT (0.3 M) SOUTHEAST OF THE RL0761'NORTH CORNER AND 2 FT (0.6 M) ABOVE THE BLACKTOP PARKING LOT. RL0761 RL0761 STATION RECOVERY (1995) RL0761 RL0761'RECOVERY NOTE BY US POWER SQUADRON 1995 RL0761'RECOVERED IN GOOD CONDITION.