1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2683 *********************************************************************** JD2683 DESIGNATION - KNOBBY JD2683 PID - JD2683 JD2683 STATE/COUNTY- MO/CAMDEN JD2683 USGS QUAD - KNOBBY (1983) JD2683 JD2683 *CURRENT SURVEY CONTROL JD2683 ___________________________________________________________________ JD2683* NAD 83(1997)- 38 11 35.03293(N) 093 04 01.71785(W) ADJUSTED JD2683* NAVD 88 - 288. (meters) 945. (feet) SCALED JD2683 ___________________________________________________________________ JD2683 LAPLACE CORR- -0.77 (seconds) DEFLEC99 JD2683 GEOID HEIGHT- -32.01 (meters) GEOID99 JD2683 JD2683 HORZ ORDER - THIRD JD2683 JD2683.The horizontal coordinates were established by classical geodetic methods JD2683.and adjusted by the National Geodetic Survey in February 2000. JD2683 JD2683.The orthometric height was scaled from a topographic map. JD2683 JD2683.The Laplace correction was computed from DEFLEC99 derived deflections. JD2683 JD2683.The geoid height was determined by GEOID99. JD2683 JD2683; North East Units Scale Converg. JD2683;SPC MO C - 262,012.687 450,320.357 MT 0.99996372 -0 21 02.4 JD2683;UTM 15 - 4,227,238.433 494,120.438 MT 0.99960043 -0 02 29.5 JD2683 JD2683: Primary Azimuth Mark Grid Az JD2683:SPC MO C - KNOBBY AZ MK 285 57 31.8 JD2683:UTM 15 - KNOBBY AZ MK 285 38 58.9 JD2683 JD2683|---------------------------------------------------------------------| JD2683| PID Reference Object Distance Geod. Az | JD2683| dddmmss.s | JD2683| CN6536 KNOBBY RM 1 38.792 METERS 14111 | JD2683| CN6537 KNOBBY RM 2 40.246 METERS 23327 | JD2683| JD2682 TT 393 87.563 METERS 24946 | JD2683| CN6535 KNOBBY AZ MK 2853629.4 | JD2683|---------------------------------------------------------------------| JD2683 JD2683 SUPERSEDED SURVEY CONTROL JD2683 JD2683 NAD 83(1997)- 38 11 35.04066(N) 093 04 01.71348(W) AD( ) 3 JD2683 NAD 83(1986)- 38 11 35.04352(N) 093 04 01.71661(W) AD( ) 3 JD2683 NAD 27 - 38 11 34.93900(N) 093 04 01.00700(W) AD( ) 3 JD2683 JD2683.Superseded values are not recommended for survey control. JD2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2683.See file dsdata.txt to determine how the superseded data were derived. JD2683 JD2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC9412027238(NAD 83) JD2683_MARKER: DS = TRIANGULATION STATION DISK JD2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2683_STAMPING: KNOBBY 1948 JD2683_MARK LOGO: CGS JD2683_MAGNETIC: N = NO MAGNETIC MATERIAL JD2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2683+STABILITY: SURFACE MOTION JD2683 JD2683 HISTORY - Date Condition Report By JD2683 HISTORY - 1948 MONUMENTED CGS JD2683 HISTORY - 1963 GOOD CGS JD2683 HISTORY - 19831013 GOOD NGS JD2683 JD2683 STATION DESCRIPTION JD2683 JD2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE) JD2683'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH AND 1.0 MILE WEST JD2683'OF CLIMAX SPRINGS, 6.5 MILES SOUTHEAST OF LAKE VIEW HEIGHTS AND JD2683'0.75 MILE EAST OF THE BENTON-CAMDEN COUNTY LINE, ON LAND OWNED JD2683'AND OCCUPIED BY MR. J.M. WAISNER. IT IS ABOUT 0.05 MILE JD2683'NORTH-NORTHEAST OF THE WAISNER FARM HOUSE ON THE HIGH POINT JD2683'OF A PASTURE, 110 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, JD2683'89 FEET NORTH OF EAST-WEST FENCE LINE AND 56 FEET NORTHEAST JD2683'OF FENCE CORNER. IT IS STAMPED KNOBBY 1948 AND SET FLUSH WITH JD2683'THE GROUND. JD2683' JD2683'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 20 FEET NORTH JD2683'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF JD2683'EAST-WEST FENCE LINE. IT IS STAMPED KNOBBY NO 1 1948 AND JD2683'PROJECTS 8 INCHES. JD2683' JD2683'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 20 FEET NORTH JD2683'OF THE CENTER OF THE EAST-WEST ROAD, 15 FEET EAST OF SOUTHEAST JD2683'CORNER OF BARN AND 1 FOOT NORTH OF EAST-WEST FENCE LINE. IT IS JD2683'STAMPED KNOBBY NO 2 1948 AND PROJECTS 8 INCHES. JD2683' JD2683'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 30 FEET JD2683'NORTH OF THE CENTER OF EAST-WEST ROAD, 3 FEET EAST OF FENCE JD2683'CORNER AND 2 FEET EAST OF WITNESS POST. IT IS STAMPED KNOBBY JD2683'1948 AND PROJECTS 8 INCHES. TO REACH FROM THE STATION, GO WEST JD2683'ON GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE JD2683'AS DESCRIBED. JD2683' JD2683'THE U.S.C. AND G.S. AND STATE SURVEY MARK TT 393 1934 IS JD2683'SOUTHWEST OF THE STATION. IT IS 15 FEET SOUTH OF THE CENTER OF JD2683'EAST-WEST ROAD, 12 FEET EAST OF FENCE CORNER, 12 FEET EAST JD2683'SOUTHEAST OF EAST ONE OF THREE MAIL BOXES AND 5 FEET NORTH OF JD2683'FENCE LINE. IT IS STAMPED 393 1934 936 FT AND PROJECTS 12 JD2683'INCHES. JD2683' JD2683'TO REACH THE STATION FROM THE COURT HOUSE IN WARSAW, GO JD2683'NORTHEAST ON STATE HIGHWAY 35 FOR 1.5 MILES TO JUNCTION WITH JD2683'U.S. HIGHWAY 65, TURN RIGHT AND GO SOUTH ON 65 FOR 4.3 MILES JD2683'TO LAKE ROAD NO 52 LEFT, TURN LEFT AND FOLLOW MAIN GRAVELED ROAD JD2683'EAST FOR 5.0 MILES TO T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD JD2683'EAST ON MAIN GRAVELED ROAD FOR 2.35 MILES TO CROSSROADS, JD2683'CONTINUE STRAIGHT AHEAD EAST FOR 2.8 MILES TO T-INTERSECTION AT JD2683'STORE ON RIGHT, BEAR LEFT AND GO 0.8 MILES TO SIDE ROAD RIGHT, JD2683'TURN RIGHT AND FOLLOW MAIN ROAD SOUTHEAST FOR 3.3 MILES CROSS JD2683'SMALL STREAM AND BEAR RIGHT FOR 0.45 MILE TO SIDE ROAD JD2683'RIGHT, CONTINUE STRAIGHT AHEAD EAST FOR 2.35 MILES TO HOUSE JD2683'ON THE RIGHT AND STATION JUST NORTH IN PASTURE AS JD2683'DESCRIBED. JD2683' JD2683'AN 87 FOOT SIGNAL AT STATION DUROC IS VISIBLE FROM THE GROUND. JD2683' JD2683'AN 87 FOOT SIGNAL AT STATION BUFFALO IS VISIBLE FROM THE GROUND. JD2683' JD2683'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. JD2683 JD2683 STATION RECOVERY (1963) JD2683 JD2683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CC) JD2683'AZIMUTH MARK HAS BEEN RECOVERED IN VERY GOOD CONDITION. RMS JD2683'HAVE BEEN RECOVERED IN OK CONDITION. JD2683' JD2683'BENCH MARK TT 393 (MO. GEOD. SURVEY 1934), WAS FOUND LOOSE IN JD2683'GROUND- CONCRETE LEANS APPROX. 8 NORTH. JD2683 JD2683 STATION RECOVERY (1983) JD2683 JD2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) JD2683'THE SURFACE STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD JD2683'CONDITION BUT THE AZ MK IS NO LONGER GROUND VISIBLE. RM 1 WAS JD2683'RECOVERED IN FAIR CONDITION, THE MARK NOW BEING ON THE BACK SCOPE OF A JD2683'ROAD DITCH AND THE S SIDE PROJECTS ABOUT 0.46 METERS (1.51 FT) DUE TO JD2683'EROSION. THE MARK IS GOOD. RM 2 WAS FOUND LYING ON TOP OF THE JD2683'GROUND. THE DISTANCE AND DIRECTION TO RM 1 AGREED WITH 1948 DATA BY JD2683'USING AN INVERSED DIRECTION TO THE PROCTOR LOOKOUT TOWER. RMS 3 AND 4 JD2683'WERE ESTABLISHED THIS DATE. THERE WAS NO PLACE FOR A NEW AZ MK DUE TO JD2683'BUILDINGS AND TREES. DUE TO THE ABOVE AND OTHER CHANGES, A COMPLETE JD2683'NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 9.7 KM (6.00 JD2683'MI) NNW OF CLIMAX SPRINGS 9.7 KM (6.00 MI) NE OF EDWARDS, 1.2 KM (0.75 JD2683'MI) E OF THE BENTON-CAMDEN COUNTY LINE AND ON PROPERTY OWNED BY MR BOB JD2683'LYDAY, RURAL ROUTE 1, BOX 41, EDWARDS, MISSOURI 65326. TO REACH THE JD2683'STATION FROM THE POST OFFICE IN CLIMAX SPRINGS GO W ON STATE HWY 7 FOR JD2683'6.44 KM (4.00 MI) TO STATE ROAD DD ON THE RIGHT. TURN RIGHT AND GO N JD2683'ON ROAD DD FOR 5.79 KM (3.60 MI) TO STATE ROAD FF ON THE RIGHT. TURN JD2683'RIGHT AD GO E AND NE ON ROAD FF FOR 3.22 KM (2.00 MI) TO A GRAVELED JD2683'CROSSROAD. TURN RIGHT AND GO E FOR 0.16 KM (0.10 MI) TO THE LYDAY JD2683'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT, IN A PASTURE AND JUST JD2683'W OF THE CABLE RIDGE CEMETERY. JD2683' JD2683'STATION IS A STANDARD CGS DISK STAMPED---KNOBBY 1948---, SET INTO THE JD2683'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, JD2683'FLUSH WITH GROUND. THE STATION IS LOCATED 52.88 METERS (173.49 FT) NW JD2683'FROM THE SW CORNER OF THE CABLE RIDGE CEMETERY, 42.28 METERS (138.71 JD2683'FT) W FROM THE W FENCE OF THE CEMETERY, 27.43 METERS (89.99 FT) N FROM JD2683'THE N RIGHT-OF-WAY FENCE, 40.29 METERS (132.18 FT) NE FROM THE E END JD2683'OF A GATE INTO THE MEADOW. RM NO 1, IS A STANDARD CGS DISK JD2683'STAMPED---KNOBBY NO 1 1948---, SET INTO THE TOP OF A SQUARE CONCRETE JD2683'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) JD2683'ABOVE THE GROUND. THE STATION IS LOCATED 18.60 METERS (61.02 FT) W JD2683'FROM THE SW CORNER OF THE CEMETERY, 4.27 METERS (14.01 FT) N FROM THE JD2683'CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) S FROM THE N RIGHT-OF-WAY JD2683'FENCE. RM NO 3, IS A STANDARD NGS DISK STAMPED---KNOBBY 1948 NO 3 JD2683'1983---, SET INTO THE TOP OF A BOULDER, 1.5 FT, (0.5 M) 0.5 METERS JD2683'(1.6 FT) LARGEST DIMENSI0N. THE STATION IS LOCATED 18.14 METERS JD2683'(59.51 FT) N FROM THE N RIGHT-OF-WAY FENCE, 26.82 METERS (87.99 FT) NW JD2683'FROM THE W END OF THE GATE INTO THE MEADOW, 22.98 METERS (75.39 FT) E JD2683'FROM THE W FENCE OF THE MEADOW, AND 1.5 METERS (4.9 FT) LOWER THAN THE JD2683'STATION. RM NO 4, IS A STANDARD NGS DISK STAMPED---KNOBBY 1948 NO 4 JD2683'1983---, SET INTO THE TOP OF A BOULDER, 1.0 FT, (0.3 M) 0.3 METERS, JD2683'(1.0 FT) IN DIMENSION. THE STATION IS LOCATED 43.28 METERS (141.99 JD2683'FT) NNW FOM THE W GATE POST OF THE GATE INTO THE MEADOW, 34.63 METERS JD2683'(113.62 FT) E FROM THE W FENCE OF THE MEADOW, AND 1.5 METERS LOWER JD2683'THAN THE STATION. AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---KNOBBY JD2683'1948---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 JD2683'CM) IN DIAMETER, PROJECTING 6 INCHES, 15 CM, ABOVE THE GROUND. THE JD2683'STATION IS LOCATED 9.15 METERS (30.02 FT) N FROM THE CENTERLINE OF THE JD2683'ROAD, 0.91 METERS (2.99 FT) E FROMN A FENCE CORNER. TO REACH THE AZ JD2683'MK FROM THE STATION, GO W ON THE GRAVELED ROAD FOR 0.80 KM (0.50 MI) JD2683'TO THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0191 *********************************************************************** JD0191 DESIGNATION - N 30 RESET JD0191 PID - JD0191 JD0191 STATE/COUNTY- MO/CAMDEN JD0191 USGS QUAD - CAMDENTON (1983) JD0191 JD0191 *CURRENT SURVEY CONTROL JD0191 ___________________________________________________________________ JD0191* NAD 83(1986)- 38 01 13. (N) 092 43 36. (W) SCALED JD0191* NAVD 88 - 290.70 (meters) 953.7 (feet) RESET JD0191 ___________________________________________________________________ JD0191 GEOID HEIGHT- -31.47 (meters) GEOID99 JD0191 JD0191 VERT ORDER - THIRD JD0191 JD0191.The horizontal coordinates were scaled from a topographic map and have JD0191.an estimated accuracy of +/- 6 seconds. JD0191 JD0191.The orthometric height was computed from unverified reset data. JD0191 JD0191.The geoid height was determined by GEOID99. JD0191 JD0191; North East Units Estimated Accuracy JD0191;SPC MO C - 242,710. 480,100. MT (+/- 180 meters Scaled) JD0191 JD0191 SUPERSEDED SURVEY CONTROL JD0191 JD0191.No superseded survey control is available for this station. JD0191 JD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC239081(NAD 83) JD0191_MARKER: DB = BENCH MARK DISK JD0191_SETTING: 30 = CONCRETE PORCH JD0191_STAMPING: N 30 RESET 1965 JD0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0191 JD0191 HISTORY - Date Condition Report By JD0191 HISTORY - 1965 MONUMENTED CGS JD0191 JD0191 STATION DESCRIPTION JD0191 JD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JD0191'1.3 MI E FROM CAMDENTON. JD0191'1.3 MILES EAST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, NEAR THE JD0191'CENTER OF THE NORTH SIDE OF KELSEYS ANTIQUE CAR BUILDING, 84.5 JD0191'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET EAST OF JD0191'THE WEST END OF A CONCRETE PORCH AND 1 FOOT SOUTH OF THE NORTH JD0191'EDGE. A STANDARD DISK, STAMPED N 30 RESET 1965 AND SET IN A JD0191'DRILL HOLE IN CONCRETE PORCH FLUSH WITH THE SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0491 *********************************************************************** HD0491 DESIGNATION - Q 32 RESET HD0491 PID - HD0491 HD0491 STATE/COUNTY- MO/CAMDEN HD0491 USGS QUAD - MACKS CREEK (1982) HD0491 HD0491 *CURRENT SURVEY CONTROL HD0491 ___________________________________________________________________ HD0491* NAD 83(1986)- 37 57 59. (N) 092 58 05. (W) SCALED HD0491* NAVD 88 - 269.58 (meters) 884.4 (feet) RESET HD0491 ___________________________________________________________________ HD0491 GEOID HEIGHT- -31.31 (meters) GEOID99 HD0491 HD0491 VERT ORDER - THIRD HD0491 HD0491.The horizontal coordinates were scaled from a topographic map and have HD0491.an estimated accuracy of +/- 6 seconds. HD0491 HD0491.The orthometric height was computed from unverified reset data. HD0491 HD0491.The geoid height was determined by GEOID99. HD0491 HD0491; North East Units Estimated Accuracy HD0491;SPC MO C - 236,810. 458,870. MT (+/- 180 meters Scaled) HD0491 HD0491 SUPERSEDED SURVEY CONTROL HD0491 HD0491.No superseded survey control is available for this station. HD0491 HD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC028020(NAD 83) HD0491_MARKER: DB = BENCH MARK DISK HD0491_SETTING: 30 = STEP HD0491_STAMPING: Q 32 RESET 1968 HD0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0491 HD0491 HISTORY - Date Condition Report By HD0491 HISTORY - 1968 MONUMENTED CGS HD0491 HD0491 STATION DESCRIPTION HD0491 HD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HD0491'AT MACKS CREEK. HD0491'AT THE SOUTH SIDE OF U.S. HIGHWAY 54 AND ITS JUNCTION WITH HD0491'COUNTY ROAD N AT THE EAST EDGE OF MACKS CREEK, AT THE FIRST HD0491'BAPTIST CHURCH, 10 FEET NORTHEAST OF THE NORTHWEST CORNER OF HD0491'THE CHURCH, 6 FEET NORTHWEST OF THE NORTHWEST ENTRNACE TO THE HD0491'CHURCH, 6 INCHES EAST OF THE WEST EDGE OF A STEP, CEMENTED IN HD0491'A DRILL HOLE IN THE CONCRETE STEP AT THE NORTH ENTRANCE TO THE HD0491'CHURCH AND PROJECTS ABOUT 2 1/2 FEET ABOVE THE SURFACE OF THE HD0491'GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0205 *********************************************************************** JD0205 DESIGNATION - R 30 RESET JD0205 PID - JD0205 JD0205 STATE/COUNTY- MO/CAMDEN JD0205 USGS QUAD - CAMDENTON (1983) JD0205 JD0205 *CURRENT SURVEY CONTROL JD0205 ___________________________________________________________________ JD0205* NAD 83(1986)- 38 06 37. (N) 092 41 21. (W) SCALED JD0205* NAVD 88 - 269.92 (meters) 885.6 (feet) RESET JD0205 ___________________________________________________________________ JD0205 GEOID HEIGHT- -31.70 (meters) GEOID99 JD0205 JD0205 VERT ORDER - THIRD JD0205 JD0205.The horizontal coordinates were scaled from a topographic map and have JD0205.an estimated accuracy of +/- 6 seconds. JD0205 JD0205.The orthometric height was computed from unverified reset data. JD0205 JD0205.The geoid height was determined by GEOID99. JD0205 JD0205; North East Units Estimated Accuracy JD0205;SPC MO C - 252,690. 483,410. MT (+/- 180 meters Scaled) JD0205 JD0205 SUPERSEDED SURVEY CONTROL JD0205 JD0205.No superseded survey control is available for this station. JD0205 JD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC272180(NAD 83) JD0205_MARKER: DB = BENCH MARK DISK JD0205_SETTING: 0 = UNSPECIFIED SETTING JD0205_STAMPING: R 30 RESET 1958 JD0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0205 JD0205 HISTORY - Date Condition Report By JD0205 HISTORY - 1958 MONUMENTED USGS JD0205 HISTORY - 1958 GOOD NGS JD0205 JD0205 STATION DESCRIPTION JD0205 JD0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 JD0205'AT DAMSEL. JD0205'AT DAMSEL ON U.S. HIGHWAY 54, NORTHEAST OF A GENERAL STORE, AND JD0205'42.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2799 *********************************************************************** JD2799 DESIGNATION - RIVER VIEW AZ MK 3 JD2799 PID - JD2799 JD2799 STATE/COUNTY- MO/CAMDEN JD2799 USGS QUAD - BAGNELL (1983) JD2799 JD2799 *CURRENT SURVEY CONTROL JD2799 ___________________________________________________________________ JD2799* NAD 83(1997)- 38 09 12.11690(N) 092 36 53.57773(W) ADJUSTED JD2799* NAVD 88 - 272.86 (meters) 895.2 (feet) RESET JD2799 ___________________________________________________________________ JD2799 LAPLACE CORR- 2.00 (seconds) DEFLEC99 JD2799 GEOID HEIGHT- -31.75 (meters) GEOID99 JD2799 JD2799 HORZ ORDER - THIRD JD2799 VERT ORDER - THIRD JD2799 JD2799.The horizontal coordinates were established by classical geodetic methods JD2799.and adjusted by the National Geodetic Survey in February 2000. JD2799.No horizontal observational check was made to the station. JD2799 JD2799.The orthometric height was computed from unverified reset data. JD2799.No vertical observational check was made to the station. JD2799 JD2799.The Laplace correction was computed from DEFLEC99 derived deflections. JD2799 JD2799.The geoid height was determined by GEOID99. JD2799 JD2799; North East Units Scale Converg. JD2799;SPC MO C - 257,460.616 489,931.290 MT 0.99993458 -0 04 15.5 JD2799;UTM 15 - 4,222,901.552 533,741.792 MT 0.99961402 +0 14 16.5 JD2799 JD2799 SUPERSEDED SURVEY CONTROL JD2799 JD2799 NAD 83(1986)- 38 09 12.12901(N) 092 36 53.57866(W) AD( ) 3 JD2799 NAD 27 - 38 09 12.01189(N) 092 36 52.91196(W) AD( ) 3 JD2799 NGVD 29 (10/29/03) 272.79 (m) 895.0 (f) RESET 3 JD2799 JD2799.Superseded values are not recommended for survey control. JD2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2799.See file dsdata.txt to determine how the superseded data were derived. JD2799 JD2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3374222902(NAD 83) JD2799_MARKER: DR = REFERENCE MARK DISK JD2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2799_STAMPING: RIVER VIEW 1947 AZ 3 1977 JD2799_MARK LOGO: NGS JD2799_MAGNETIC: N = NO MAGNETIC MATERIAL JD2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2799+STABILITY: SURFACE MOTION JD2799 JD2799 HISTORY - Date Condition Report By JD2799 HISTORY - 1977 MONUMENTED NGS JD2799 HISTORY - 19850616 GOOD NGS JD2799 JD2799 STATION DESCRIPTION JD2799 JD2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 JD2799'AT OSAGE BEACH, 0.55 MI (0.89 KM) NORTHEAST ALONG U.S. HIGHWAY 54 FROM JD2799'THE POST OFFICE, 111 FT (33.8 M) NORTH FROM THE CENTERLINE OF THE JD2799'HIGHWAY, 94.0 FT (28.7 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE JD2799'DRESS FOR LESS CLOTHING STORE, 74.0 FT (22.6 M) NORTH-NORTHEAST OF A JD2799'POWER LINE POLE, 2.5 FT (0.8 M) SOUTH FROM A FENCE CORNER POST. THE JD2799'ELEVATION WAS DETERMINED FROM MARK V 30 WHICH IS 91.9 FT (28.0 M) JD2799'SOUTHWEST OF THIS MARK. JD2799 JD2799 STATION RECOVERY (1985) JD2799 JD2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 JD2799'THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER, IT HAD NO JD2799'PREVIOUS DESCRIPTION. THE STATION IS LOCATED IN OSAGE BEACH, 0.88 KM JD2799'(0.55 MI) NE OF THE POST OFFICE AND AT THE DRESS FOR LESS CLOTHING JD2799'STORE. THE STATION MARK IS A NGS REFERENCE MARK DISK, STAMPED RIVER JD2799'VIEW 1947 AZ 3 1977, SET INTO THE TOP OF A 12 INCH OR 30 CM ROUND JD2799'CONCRETE MONUMENT THAT IS FLUSH. IT IS 33.8 M (110.9 FT) NW FROM THE JD2799'CENTERLINE OF US HWY 54, 28.65 M (94.00 FT) SE FROM THE SE CORNER OF JD2799'THE CLOTHING STORE BUILDING, 22.76 M (74.67 FT) NNE FROM A POWERLINE JD2799'POLE AND 0.76 M (2.49 FT) S FROM A WITNESS POST. THIS STATION WAS JD2799'POSITIONED BY ELECTRONIC TRAVERSE FROM STATION RIVER VIEW IN 1977. JD2799'THAT STATION IS NOW OBSTRUCTED. AN ELEVATION TIE WAS MADE FROM BENCH JD2799'MARK V 30, WHICH IS 28.0 M (91.9 FT) SW OF THE STATION, ON THIS DATE. JD2799'DESCRIBED BY J A ODUM. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0208 *********************************************************************** JD0208 DESIGNATION - T 30 RESET JD0208 PID - JD0208 JD0208 STATE/COUNTY- MO/CAMDEN JD0208 USGS QUAD - LAKE OZARK (1983) JD0208 JD0208 *CURRENT SURVEY CONTROL JD0208 ___________________________________________________________________ JD0208* NAD 83(1986)- 38 07 32. (N) 092 40 12. (W) SCALED JD0208* NAVD 88 - 253.70 (meters) 832.3 (feet) RESET JD0208 ___________________________________________________________________ JD0208 GEOID HEIGHT- -31.73 (meters) GEOID99 JD0208 JD0208 VERT ORDER - THIRD JD0208 JD0208.The horizontal coordinates were scaled from a topographic map and have JD0208.an estimated accuracy of +/- 6 seconds. JD0208 JD0208.The orthometric height was computed from unverified reset data. JD0208 JD0208.The geoid height was determined by GEOID99. JD0208 JD0208; North East Units Estimated Accuracy JD0208;SPC MO C - 254,380. 485,100. MT (+/- 180 meters Scaled) JD0208 JD0208 SUPERSEDED SURVEY CONTROL JD0208 JD0208 NGVD 29 (??/??/??) 253.62 (m) 832.1 (f) RESET 3 JD0208 JD0208.Superseded values are not recommended for survey control. JD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0208.See file dsdata.txt to determine how the superseded data were derived. JD0208 JD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC289197(NAD 83) JD0208_MARKER: DB = BENCH MARK DISK JD0208_SETTING: 0 = UNSPECIFIED SETTING JD0208_STAMPING: T 30 RESET 1958 JD0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0208 JD0208 HISTORY - Date Condition Report By JD0208 HISTORY - 1958 MONUMENTED MOHC JD0208 HISTORY - 1958 GOOD NGS JD0208 HISTORY - 1959 GOOD USGS JD0208 HISTORY - 1985 MARK NOT FOUND NGS JD0208 JD0208 STATION DESCRIPTION JD0208 JD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 JD0208'1.4 MI NE FROM CAMDEN. JD0208'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM DAMSEL, SOUTHEAST JD0208'OF AN ABANDONED CHURCH, AND 57.2 FEET NORTHWEST OF THE CENTERLINE JD0208'OF THE HIGHWAY. JD0208 JD0208 STATION RECOVERY (1959) JD0208 JD0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 JD0208'RECOVERED IN GOOD CONDITION. JD0208 JD0208 STATION RECOVERY (1985) JD0208 JD0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 JD0208'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7379 *********************************************************************** AA7379 DESIGNATION - U 30 RESET AA7379 PID - AA7379 AA7379 STATE/COUNTY- MO/CAMDEN AA7379 USGS QUAD - LAKE OZARK (1983) AA7379 AA7379 *CURRENT SURVEY CONTROL AA7379 ___________________________________________________________________ AA7379* NAD 83(1986)- 38 08 02. (N) 092 38 24. (W) SCALED AA7379* NAVD 88 - 212.81 (+/-2cm) 698.2 (feet) VERTCON AA7379 ___________________________________________________________________ AA7379 GEOID HEIGHT- -31.73 (meters) GEOID99 AA7379 AA7379 VERT ORDER - THIRD (See Below) AA7379 AA7379.The horizontal coordinates were scaled from a topographic map and have AA7379.an estimated accuracy of +/- 6 seconds. AA7379 AA7379.The NAVD 88 height was computed by applying the VERTCON shift value to AA7379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7379.The vertical order pertains to the superseded datum. AA7379 AA7379.The geoid height was determined by GEOID99. AA7379 AA7379; North East Units Estimated Accuracy AA7379;SPC MO C - 255,300. 487,730. MT (+/- 180 meters Scaled) AA7379 AA7379 SUPERSEDED SURVEY CONTROL AA7379 AA7379 NGVD 29 (10/29/03) 212.73 (m) 697.9 (f) RESET 3 AA7379 AA7379.Superseded values are not recommended for survey control. AA7379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7379.See file dsdata.txt to determine how the superseded data were derived. AA7379 AA7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC315207(NAD 83) AA7379_MARKER: DV = VERTICAL CONTROL DISK AA7379_SETTING: 38 = BRIDGE ABUTMENT AA7379_STAMPING: U 30 RESET 1994 AA7379_MARK LOGO: NGS AA7379_MAGNETIC: N = NO MAGNETIC MATERIAL AA7379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7379 AA7379 HISTORY - Date Condition Report By AA7379 HISTORY - 1994 MONUMENTED MODNR AA7379 AA7379 STATION DESCRIPTION AA7379 AA7379'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC) AA7379'THE BENCH MARK IS ON THE EAST END OF THE SOUTH BOUND LANE OF THE AA7379'HIGHWAY 54 BRIDGE OVER THE GRAND GLAIZE ARM OF THE LAKE OF THE OZARKS. AA7379'THE BENCH MARK IS 7.7 FT (2.3 M) WEST OF THE NORTHEAST ABUTMENT, NEXT AA7379'TO A PIPE RAILING, IT IS ABOUT 2.7 FT (0.8 M) HIGHER THAN THE BRIDGE AA7379'FLOOR. THERE IS TO BE A NEW BRIDGE ALONG THE SOUTH SIDE OF THIS AA7379'BRIDGE.