1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF0549 *********************************************************************** NF0549 DESIGNATION - F 175 RESET 1968 NF0549 PID - NF0549 NF0549 STATE/COUNTY- MI/ALLEGAN NF0549 USGS QUAD - KALAMAZOO NE (1979) NF0549 NF0549 *CURRENT SURVEY CONTROL NF0549 ___________________________________________________________________ NF0549* NAD 83(1986)- 42 27 54. (N) 085 34 07. (W) SCALED NF0549* NAVD 88 - 276.02 (+/-2cm) 905.6 (feet) VERTCON NF0549 ___________________________________________________________________ NF0549 GEOID HEIGHT- -33.21 (meters) GEOID99 NF0549 NF0549 VERT ORDER - THIRD (See Below) NF0549 NF0549.The horizontal coordinates were scaled from a topographic map and have NF0549.an estimated accuracy of +/- 6 seconds. NF0549 NF0549.The NAVD 88 height was computed by applying the VERTCON shift value to NF0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) NF0549.The vertical order pertains to the superseded datum. NF0549 NF0549.The geoid height was determined by GEOID99. NF0549 NF0549; North East Units Estimated Accuracy NF0549;SPC MI S - 107,900. 3,901,160. MT (+/- 180 meters Scaled) NF0549 NF0549 SUPERSEDED SURVEY CONTROL NF0549 NF0549 NGVD 29 - 276.15 (m) 906.0 (f) RESET 3 NF0549 NF0549.Superseded values are not recommended for survey control. NF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0549.See file dsdata.txt to determine how the superseded data were derived. NF0549 NF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN176023(NAD 83) NF0549_MARKER: DB = BENCH MARK DISK NF0549_SETTING: 0 = UNSPECIFIED SETTING NF0549_STAMPING: F 175 RESET 1968 NF0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NF0549 NF0549 HISTORY - Date Condition Report By NF0549 HISTORY - 1968 MONUMENTED CGS NF0549 HISTORY - 1989 GOOD USPSQD NF0549 NF0549 STATION DESCRIPTION NF0549 NF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 NF0549'1.2 MI W FROM DOSTER. NF0549'1.25 MILES WEST ALONG 106TH AVE. FROM THE COUNTY LINE CROSSROAD NF0549'AT DOSTER. IT IS 104 FEET NORTHWEST OF THE INTERSECTION OF NF0549'106TH AVE AND 2ND STREET, 102 FEET NORTH OF THE CENTERLINE OF NF0549'106TH AVE, 39 FEET WEST OF AN 18 INCH OAK TREE, 19 FEET WEST OF NF0549'THE CENTERLINE OF GRAVELED ROAD (2ND STREET), 1 FOOT SOUTH OF NF0549'A METAL WITNESS POST AND ABOUT 200 FEET EAST OF THE SOUTHEAST NF0549'CORNER OF THE HOME OF MR. ROBERT STRATTON ON WHOSE PROPERTY NF0549'THE MARK IS LOCATED. NF0549 NF0549 STATION RECOVERY (1989) NF0549 NF0549'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP) NF0549'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF0601 *********************************************************************** NF0601 DESIGNATION - J 170 RESET 1974 NF0601 PID - NF0601 NF0601 STATE/COUNTY- MI/ALLEGAN NF0601 USGS QUAD - OTSEGO (1973) NF0601 NF0601 *CURRENT SURVEY CONTROL NF0601 ___________________________________________________________________ NF0601* NAD 83(1986)- 42 26 54. (N) 085 40 04. (W) SCALED NF0601* NAVD 88 - 225.04 (meters) 738.3 (feet) RESET NF0601 ___________________________________________________________________ NF0601 GEOID HEIGHT- -33.12 (meters) GEOID99 NF0601 NF0601 VERT ORDER - THIRD NF0601 NF0601.The horizontal coordinates were scaled from a topographic map and have NF0601.an estimated accuracy of +/- 6 seconds. NF0601 NF0601.The orthometric height was computed from unverified reset data. NF0601 NF0601.The geoid height was determined by GEOID99. NF0601 NF0601; North East Units Estimated Accuracy NF0601;SPC MI S - 106,170. 3,892,970. MT (+/- 180 meters Scaled) NF0601 NF0601 SUPERSEDED SURVEY CONTROL NF0601 NF0601 NGVD 29 - 225.17 (m) 738.7 (f) RESET 3 NF0601 NF0601.Superseded values are not recommended for survey control. NF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0601.See file dsdata.txt to determine how the superseded data were derived. NF0601 NF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095004(NAD 83) NF0601_MARKER: DB = BENCH MARK DISK NF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF0601_STAMPING: J 170 RESET 1974 NF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF0601+STABILITY: SURFACE MOTION NF0601 NF0601 HISTORY - Date Condition Report By NF0601 HISTORY - 1974 MONUMENTED NGS NF0601 HISTORY - 19971011 MARK NOT FOUND USPSQD NF0601 NF0601 STATION DESCRIPTION NF0601 NF0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 NF0601'1.5 MI NW FROM PLAINWELL. NF0601'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM ITS JUNCTION NF0601'WITH U.S. HIGHWAY 131 AT PLAINWELL, 42 FEET SOUTH OF THE NF0601'CENTERLINE OF THE EAST BOUND LANE OF STATE HIGHWAY 89, 27 FEET NF0601'EAST OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHWEST OF A NF0601'METAL LIGHT POLE, 8 FEET NORTHWEST OF A METAL USED CAR SIGN NF0601'AND 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF TWIN FORD GARAGE NF0601'PAVED USED CAR LOT. THE DISK IS SET IN THE TOP OF A ROUND NF0601'CONCRETE POST FLUSH WITH THE GROUND. NF0601 NF0601 STATION RECOVERY (1997) NF0601 NF0601'RECOVERY NOTE BY US POWER SQUADRON 1997 NF0601'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF1122 *********************************************************************** NF1122 DESIGNATION - J 170 RESET 1977 NF1122 PID - NF1122 NF1122 STATE/COUNTY- MI/ALLEGAN NF1122 USGS QUAD - OTSEGO (1973) NF1122 NF1122 *CURRENT SURVEY CONTROL NF1122 ___________________________________________________________________ NF1122* NAD 83(1986)- 42 26 54. (N) 085 40 04. (W) SCALED NF1122* NAVD 88 - 224.86 (+/-2cm) 737.7 (feet) VERTCON NF1122 ___________________________________________________________________ NF1122 GEOID HEIGHT- -33.12 (meters) GEOID99 NF1122 NF1122 VERT ORDER - THIRD (See Below) NF1122 NF1122.The horizontal coordinates were scaled from a topographic map and have NF1122.an estimated accuracy of +/- 6 seconds. NF1122 NF1122.The NAVD 88 height was computed by applying the VERTCON shift value to NF1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) NF1122.The vertical order pertains to the superseded datum. NF1122 NF1122.The geoid height was determined by GEOID99. NF1122 NF1122; North East Units Estimated Accuracy NF1122;SPC MI S - 106,170. 3,892,970. MT (+/- 180 meters Scaled) NF1122 NF1122 SUPERSEDED SURVEY CONTROL NF1122 NF1122 NGVD 29 - 224.99 (m) 738.2 (f) RESET 3 NF1122 NF1122.Superseded values are not recommended for survey control. NF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1122.See file dsdata.txt to determine how the superseded data were derived. NF1122 NF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095004(NAD 83) NF1122_MARKER: DB = BENCH MARK DISK NF1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF1122_STAMPING: J 170 RESET 1977 NF1122_PROJECTION: FLUSH NF1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF1122+STABILITY: SURFACE MOTION NF1122 NF1122 HISTORY - Date Condition Report By NF1122 HISTORY - 1977 MONUMENTED NGS NF1122 NF1122 STATION DESCRIPTION NF1122 NF1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 NF1122'1.5 MI NW FROM PLAINWELL. NF1122'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 89 FROM ITS JUNCTION WITH U.S. NF1122'HIGHWAY 131 AT PLAINWELL, 53 FEET SOUTH OF THE CENTERLINE OF THE NF1122'EASTBOUND LANE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTH EDGE OF THE NF1122'TWO CITIES FORD MOTOR COMPANY USED CAR LOT, 64 FEET WEST OF THE NF1122'CENTERLINE OF DRIVEWAY, 2 FEET WEST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF1728 *********************************************************************** NF1728 DESIGNATION - MEISTE 2 NF1728 PID - NF1728 NF1728 STATE/COUNTY- MI/ALLEGAN NF1728 USGS QUAD - HAMILTON EAST (1981) NF1728 NF1728 *CURRENT SURVEY CONTROL NF1728 ___________________________________________________________________ NF1728* NAD 83(1994)- 42 42 38.46515(N) 085 59 27.94132(W) ADJUSTED NF1728* NAVD 88 - 228.59 (meters) 750.0 (feet) RESET NF1728 ___________________________________________________________________ NF1728 X - 328,161.652 (meters) COMP NF1728 Y - -4,682,471.623 (meters) COMP NF1728 Z - 4,304,073.284 (meters) COMP NF1728 LAPLACE CORR- 0.79 (seconds) DEFLEC99 NF1728 ELLIP HEIGHT- 195.31 (meters) (07/17/02) GPS OBS NF1728 GEOID HEIGHT- -33.33 (meters) GEOID99 NF1728 OBS GRAVITY - 980,353.4 (mgal) GRAV_OBS NF1728 NF1728 HORZ ORDER - FIRST NF1728 VERT ORDER - THIRD NF1728 ELLP ORDER - FOURTH CLASS I NF1728 NF1728.The horizontal coordinates were established by GPS observations NF1728.and adjusted by the National Geodetic Survey in February 1997. NF1728 NF1728.The orthometric height was computed from unverified reset data. NF1728.No vertical observational check was made to the station. NF1728 NF1728.The X, Y, and Z were computed from the position and the ellipsoidal ht. NF1728 NF1728.The Laplace correction was computed from DEFLEC99 derived deflections. NF1728 NF1728.The ellipsoidal height was determined by GPS observations NF1728.and is referenced to NAD 83. NF1728 NF1728.The geoid height was determined by GEOID99. NF1728.The observed gravity was obtained from relative gravimeter ties NF1728.to the IGSN71 gravity network. NF1728 NF1728; North East Units Scale Converg. NF1728;SPC MI S - 135,763.156 3,866,942.826 MT 0.99991149 -1 06 19.7 NF1728;UTM 16 - 4,729,181.073 582,619.320 MT 0.99968398 +0 41 03.8 NF1728 NF1728: Primary Azimuth Mark Grid Az NF1728:SPC MI S - HAMILTON WISC MICH PIPE MAST 149 17 25.0 NF1728:UTM 16 - HAMILTON WISC MICH PIPE MAST 147 30 01.5 NF1728 NF1728|---------------------------------------------------------------------| NF1728| PID Reference Object Distance Geod. Az | NF1728| dddmmss.s | NF1728| NF1771 MEISTE 2 AZ MK 2 309.076 METERS 08939 | NF1728| NF1778 MEISTE 2 RM 3 7.633 METERS 09224 | NF1728| NF1653 HAMILTON WISC MICH PIPE MAST APPROX. 5.7 KM 1481105.3 | NF1728| NF0885 MEISTE 3.086 METERS 16925 | NF1728| NF0887 MEISTE RM 2 23.888 METERS 35908 | NF1728|---------------------------------------------------------------------| NF1728 NF1728 SUPERSEDED SURVEY CONTROL NF1728 NF1728 ELLIP HT - 195.32 (m) (02/03/97) GP( ) 4 1 NF1728 NAD 83(1994)- 42 42 38.46614(N) 085 59 27.95277(W) AD( ) 1 NF1728 NAD 83(1986)- 42 42 38.46473(N) 085 59 27.95574(W) AD( ) 3 NF1728 NGVD 29 - 228.73 (m) 750.4 (f) RESET 3 NF1728 NF1728.Superseded values are not recommended for survey control. NF1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1728.See file dsdata.txt to determine how the superseded data were derived. NF1728 NF1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8261929181(NAD 83) NF1728_MARKER: DH = HORIZONTAL CONTROL DISK NF1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF1728_STAMPING: MEISTE 2 1985 NF1728_MARK LOGO: NGS NF1728_PROJECTION: FLUSH NF1728_MAGNETIC: N = NO MAGNETIC MATERIAL NF1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NF1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NF1728+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993 NF1728 NF1728 HISTORY - Date Condition Report By NF1728 HISTORY - 1985 MONUMENTED NGS NF1728 HISTORY - 19850604 GOOD NGS NF1728 HISTORY - 19930304 GOOD MIDT NF1728 HISTORY - 19931025 GOOD MIDT NF1728 NF1728 STATION DESCRIPTION NF1728 NF1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 NF1728'LOCATED IN THE SW 1/4 SEC 20., T4N, R14W, ON PROPERTY OWNED BY MR. NF1728'AUSTIN MEISTE, WHO LIVES AT THE STATION SITE. TO REACH FROM THE POST NF1728'OFFICE IN HAMILTON, GO NORTHWEST ON STATE HIGHWAY 40 FOR 0.72 KM, NF1728'(0.45 MI) TO THE TWO SIDE ROADS RIGHT, TAKE THE LEFT ONE OF TWO AND NF1728'GO NORTH ON 47TH STREET FOR 3.7 KM (2.30 MI) TO A CROSSROAD, TURN NF1728'RIGHT AND GO EAST ON 140TH AVENUE FOR 1.3 KM (0.80 MI) TO THE MEISTE NF1728'FARM ON LEFT AND MARK, 31.09 METERS (102.00 FT) SOUTHEAST FROM THE NF1728'SOUTHWEST CORNER OF BARN, 81.5 FEET (24.8 M) SOUTH-SOUTHWEST FROM THE NF1728'SOUTHWEST CORNER OF BARN, 14.32 METERS (46.98 FT) WEST-SOUTHWEST FROM NF1728'THE FAN OUTLET FOR WEST ONE OF THREE GRAIN STORAGE BINS AND 13.41 NF1728'METERS (44.00 FT) NORTH FROM THE CENTER OF 140TH AVENUE. NF1728'STATION IS LOCATED IN QUAD. 420854, IN THE SOUTHWEST 1/4 OF SEC. 20, NF1728'T-4-N, R-14-W, ABOUT 4.42 KM (2.75 MI) WEST OF BENTHEIM, 4.42 KM NF1728'(2.75 MI) NORTH FROM HAMILTON, 3.2 KM (1.99 MI) SOUTHEAST OF OVERISEL NF1728'AND ON PROPERTY OF MR. AUSTIN MEISTE, WHO LIVES AT THE STATION SITE. NF1728'TO REACH FROM THE POST OFFICE IN HAMILTON, GO NORTHWEST ON STATE NF1728'HIGHWAY 40 0.72 KM (0.45 MI) TO TWO SIDE ROADS RIGHT. TAKE THE NF1728'NORTHWEST ONE OF THE TWO SIDE ROADS RIGHT AND GO NORTH ON 47TH STREET NF1728'FOR 3.7 KM (2.30 MI) TO A CROSSROAD. TURN RIGHT AND GO EAST ON 140TH NF1728'AVENUE FOR 1.3 KM (0.81 MI) TO THE MEISTE FARM ON LEFT AND THE NF1728'STATION AS DESCRIBED. NF1728'STATION IS SET FLUSH WITH THE GROUND. IT IS LOCATED 31.09 M NF1728'(102.00 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE BARN, 24.841 M NF1728'(81.499 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF BARN, 23.888 NF1728'M (78.373 FT) SOUTH FROM MEISTE RM 2 1932, 13.411 M (43.999 FT) NORTH NF1728'FROM THE CENTER OF 140TH AVENUE, 14.326 M (47.001 FT) WEST-SOUTHWEST NF1728'FROM A FAN OUTLET FOR THE WEST ONE OF THREE GRAIN STORAGE BINS AND NF1728'7.733 M (25.371 FT) WEST FROM MEISTE RM 3 1985. NF1728'A TRAVERSE CONNECTION WAS MADE TO STATION MEISTE 1932 USING TWO NF1728'STANDARDIZED STEEL TAPES. A TRAVERSE CONNECTION WAS ALSO MADE TO NF1728'MEISTE 2 AZIMUTH MARK 2 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT NF1728'. NF1728'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS. NF1728'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. NF1728 NF1728 STATION RECOVERY (1985) NF1728 NF1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) NF1728'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 SECTION 20 T 4 N R 14 W NF1728'ABOUT 2 3/4 MILES WEST OF BENTHEIM 2 3/4 MILES NORTH OF HAMILTON AND 2 NF1728'MILES (3.2 KM) SOUTHEAST OF OVERISEL. OWNERSHIP--MR AUSTIN MEISTE NF1728'WHO LIVES AT THE STATION SITE. TO REACH THE STATION FROM THE POST NF1728'OFFICE IN HAMILTON, GO NORTHWEST ON STATE HIGHWAY 40 FOR 0.72 KM NF1728'(0.45 MI) TO TWO SIDE ROADS RIGHT. TAKE THE LEFT ONE OF THE TWO SIDE NF1728'ROADS RIGHT (47TH STREEET) AND GO NORTH ON 47TH STREET FOR 3.7 KM NF1728'(2.30 MI) TO A CROSSROAD. TURN RIGHT AND GO EAST ON 140TH AVENUE FOR NF1728'1.3 KM (0.80 MI) TO THE MEISTE FARM ON LEFT AND THE STATION AS NF1728'DESCRIBED. NF1728' NF1728'THE STATION IS A STANDARD NGS DISK STAMPED--MEISTE 2 1985--, SET INTO NF1728'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER, NF1728'FLUSH WITH GROUND. THE STATION IS LOCATED 24.841 METERS (81.499 FT) NF1728'SOUTH SOUTHWEST FROM THE SOUTHEAST CORNER OF BARN 31.090 METERS NF1728'(102.001 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF BARN 13.411 METERS NF1728'(43.999 FT) NORTH FROM THE CENTERLINE OF 140TH AVE AND 14.326 METERS NF1728'(47.001 FT) WEST SOUTHWEST FROM THE FAN OUTLET FOR WEST ONE OF THREE NF1728'GRAIN STORAGE BINS. NF1728' NF1728'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MEISTE NO 2 NF1728'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (10 IN) NF1728'IN DIAMETER, PROJECTING 9 CM (3 INCHES) ABOVE THE GROUND. THE NF1728'STATION IS LOCATED 6.218 METERS (20.400 FT) WEST FROM THE SOUTHEAST NF1728'CORNER OF BARN AND 0.305 METERS (1.001 FT) SOUTH FROM THE FACE OF BARN NF1728'AND 0.2 METERS (0.7 FT) ABOVE THE STATION. NF1728' NF1728'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MEISTE 2 NO 3 NF1728'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 IN) NF1728'IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 13.259 METERS NF1728'(43.501 FT) NORTH FROM THE CENTERLINE OF 140TH AVE 24.689 METERS NF1728'(81.000 FT) SOUTH FROM THE SOUTHEAST CORNER OF BARN AND 7.925 METERS NF1728'(26.001 FT) SOUTHWEST FROM THE FAN OUTLET ON WEST ONE OF THREE GRAIN NF1728'STORAGE BINS AND 0.2 METERS (0.7 FT) BELOW THE STATION. NF1728' NF1728'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMED--MEISTE 2 NO 2 1985--, NF1728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN NF1728'DIAMETER, PROJECTING 18 CM (6 INCHES) ABOVE THE GROUND. THE STATION NF1728'IS LOCATED 15.545 METERS (51.001 FT) WEST FROM THE CENTERLINEOF NF1728'45TH STREET 20.117 METERS (66.001 FT) NORTH FROM THE CENTERLINE OF NF1728'140TH AVE 0.457 METERS (1.499 FT) NORTH FROM A UTILITY POLE AND NF1728'0.305 METERS (1.001 FT) NORTHWEST FROM A WITNESS POST. TO REACH THE NF1728'AZIMUTH MARK FROM THE STATION CONTINUE EAST ON 149TH AVENUE FOR 0.32 NF1728'KM (0.20 MI) TO THE JUNCTION OF 45TH STREET AND THE STATION IN THE NF1728'NORTHWEST QUADRANT OF THIS INTERSECTION. NF1728 NF1728 STATION RECOVERY (1993) NF1728 NF1728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS) NF1728'STATION IS LOCATED IN QUAD 420854 ON THE HAMILTON EAST QUADRANGLE MAP. NF1728'IT IS IN SECTION 20, T-4-N, R-14-W, OVERISEL TOWNSHIP, ABOUT 6 MILES NF1728'(9.7 KM) SOUTHEAST OF HOLLAND, ABOUT 14 MILES (22.5 KM) NORTHWEST OF NF1728'ALLEGAN, ABOUT 10 MILES (16.1 KM) NORTHEAST OF SAUGATUCK, AND ON THE NF1728'PROPERTY OF AUSTIN MEISTE WHO LIVES AT THE STATION SITE. TO REACH THE NF1728'STATION FROM THE POST OFFICE IN HAMILTON, GO NORTHWEST 0.4 MILES (0.6 NF1728'KM) ALONG STATE HIGHWAY M-40 TO 47TH STREET. TURN RIGHT AND GO NORTH NF1728'2.3 MILES (3.7 KM) ALONG 47TH STREET TO 140TH AVENUE. TURN RIGHT AND NF1728'GO EAST ON 140TH AVENUE FOR 0.8 MILES (1.3 KM) TO THE STATION ON THE NF1728'LEFT AS DESCRIBED. STATION IS A STANDARD BRONZE DISK IN TOP OF 12 INCH NF1728'DIAMETER CONCRETE MONUMENT SET FLUSH WITH GROUND, AND LOCATED IN THE NF1728'LAWN OF AUSTIN MEISTE AND SONS FARM. IT IS 35.0 FEET (10.7 M) NORTH OF NF1728'THE CENTER OF 140TH AVENUE, 82.0 FEET (25.0 M) SOUTHWEST OF THE NF1728'SOUTHEAST CORNER OF BARN, 102 FEET (31.1 M) SOUTHEAST OF THE SOUTHWEST NF1728'CORNER OF BARN, AND 48 FEET (14.6 M) SOUTHWEST OF THE NORTHERLY SILO NF1728'FOUNDATION BOLT OF THE WESTERLY MOST OF 3 SILOS. PER REQUEST OF NF1728'PROPERTY OWNER NO WITNESS POST WAS INSTALLED AT STATION SITE. NF1728 NF1728 STATION RECOVERY (1993) NF1728 NF1728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS) NF1728'STATION IS LOCATED IN QUAD 420854 ON THE HAMILTON EAST QUADRANGLE MAP. NF1728'IT IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-4-N, R-14-W, OVERISEL NF1728'TOWNSHIP. ABOUT 14.0 MILES NORTHWEST FROM ALLEGAN, ABOUT 10.0 MILES NF1728'NORTHEAST FROM SAUGATUCK, AND 6.0 MILES SOUTHEAST FROM HOLLAND. TO NF1728'REACH FROM THE POST OFFICE IN HAMILTON, GO NORTHWEST ALONG STATE NF1728'HIGHWAY M-40 FOR 0.4 MILE TO 47TH STREET. GO NORTH ALONG 47TH STREET NF1728'FOR 2.3 MILES TO 140TH AVENUE. GO EAST ALONG 140TH AVENUE FOR 0.8 MILE NF1728'TO STATION ON THE LEFT AS DESCRIBED. STATION IS IN THE LAWN OF AUSTIN NF1728'MEISTE AND SONS FARM AND IS 102 FEET SOUTHEAST FROM SOUTHWEST CORNER NF1728'OF BARN, 82 FEET SOUTHWEST FROM SOUTHEAST CORNER OF BARN, 48 FEET NF1728'SOUTHWEST FROM NORTHERLY SILO FOUNDATION BOLT OF THE WESTERLY MOST OF NF1728'THREE STEEL SILOS, 35 FEET NORTH FROM CENTER OF 140TH AVENUE, AND NO NF1728'WITNESS POST FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB7415 *********************************************************************** AB7415 DESIGNATION - P 177 RESET AB7415 PID - AB7415 AB7415 STATE/COUNTY- MI/ALLEGAN AB7415 USGS QUAD - BOWENS MILL (1982) AB7415 AB7415 *CURRENT SURVEY CONTROL AB7415 ___________________________________________________________________ AB7415* NAD 83(1986)- 42 43 29. (N) 085 33 55. (W) SCALED AB7415* NAVD 88 - 254.19 (meters) 834.0 (feet) RESET AB7415 ___________________________________________________________________ AB7415 GEOID HEIGHT- -33.50 (meters) GEOID99 AB7415 AB7415 VERT ORDER - THIRD AB7415 AB7415.The horizontal coordinates were scaled from a topographic map and have AB7415.an estimated accuracy of +/- 6 seconds. AB7415 AB7415.The orthometric height was computed from unverified reset data. AB7415 AB7415.The geoid height was determined by GEOID99. AB7415 AB7415; North East Units Estimated Accuracy AB7415;SPC MI S - 136,740. 3,901,840. MT (+/- 180 meters Scaled) AB7415 AB7415 SUPERSEDED SURVEY CONTROL AB7415 AB7415.No superseded survey control is available for this station. AB7415 AB7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN174312(NAD 83) AB7415_MARKER: DV = VERTICAL CONTROL DISK AB7415_SETTING: 34 = CHURCH FACE AB7415_STAMPING: P 177 RESET 1996 AB7415_MARK LOGO: NGS AB7415_MAGNETIC: N = NO MAGNETIC MATERIAL AB7415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7415+STABILITY: SURFACE MOTION AB7415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7415+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996 AB7415 AB7415 HISTORY - Date Condition Report By AB7415 HISTORY - 1996 MONUMENTED NGS AB7415 HISTORY - 19960820 GOOD NGS AB7415 AB7415 STATION DESCRIPTION AB7415 AB7415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RLR) AB7415'ABOUT 18.0 MILES (29.0 KM) SOUTH FROM THE CENTER OF GRAND RAPIDS, 3.0 AB7415'MILES (4.8 KM) SOUTH OF THE ALLEGAN-KENT COUNTY LINE, AND IN THE AB7415'NORTHEAST 1/4 SECTION 23, T4N, R11W, LEIGHTON TOWNSHIP. PERMISSION TO AB7415'RESET THIS MARK IN THE FACE OF THE CHURCH WAS GIVEN BY MR. RAY AB7415'TOWNSEND, PASTOR, UNITED METHODIST CHURCH, 4810 SECOND STREET, AB7415'CALEDONIA, MI. 49316, PHONE NO. (616) 891-8028. TO REACH THE AB7415'STATION FROM THE JUNCTION OF US HIGHWAY 131 AND 142ND AVENUE, EXIT 68 AB7415'OFF HIGHWAY 131, GO EAST ON 142ND AVENUE FOR 0.95 MILES (1.53 KM) TO AB7415'THE JUNCTION OF COUNTY ROAD A-45 (DIVISION ST). CONTINUE AB7415'NORTHEASTERLY ON 142ND AVENUE FOR 4.55 MILES (7.32 KM) TO THE UNITED AB7415'METHODIST CHURCH ON THE RIGHT JUST BEFORE REACHING 2ND STREET. THE AB7415'STATION IS IN THE WEST FACE OF THE NORTHWEST CORNER OF THE GYMNASIUM AB7415'PORTION OF THE CHURCH. IT IS 0.5 FEET (15.2 CM) ABOVE THE FLOOR OF AB7415'THE CONCRETE PORCH LOCATED AT THIS CORNER. AB7415 AB7415 STATION RECOVERY (1996) AB7415 AB7415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RLR) AB7415'STATION IS LOCATED IN QUAD 420854. IT IS ABOUT 18.0 MI (29.0 KM) AB7415'SOUTH FROM THE CENTER OF GRAND RAPIDS, 3.0 MI (4.8 KM) SOUTH OF THE AB7415'ALLEGAN - KENT COUNTY LINE, AND IN THE NORTHEAST 1/4 OF SECTION 23, AB7415'T-4-N, R-11-W, LEIGHTON TOWNSHIP. PERMISSION TO RESET THIS MARK IN AB7415'THE FACE OF THE CHURCH WAS GIVEN BY MR. RAY TOWNSEND, PASTOR, UNITED AB7415'METHODIST CHURCH, 4180 SECOND STREET, CALEDONIA, MI. 49316, PHONE NO. AB7415'(616) 891-8028. TO REACH THE STATION FROM THE JUNCTION OF U.S. AB7415'HIGHWAY 131 AND 142 ND AVENUE, EXIT 68 OFF HIGHWAY 131, GO EAST ON 142 AB7415'ND AVENUE FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF COUNTY ROAD A-45 AB7415'(DIVISION ST.) . CONTINUE NORTHEASTERLY ON 142 ND AVENUE FOR 4.55 MI AB7415'(7.32 KM) TO THE UNITED METHODIST CHURCH ON THE RIGHT JUST BEFORE AB7415'REACHING 2 ND STREET, SET IN THE WEST FACE OF THE NORTHWEST CORNER OF AB7415'THE GYMNASIUM PORTION OF THE CHURCH. IT IS 0.5 FT (15.2 CM) ABOVE THE AB7415'FLOOR OF THE CONCRETE PORCH LOCATED AT THIS CORNER. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AE5263 *********************************************************************** AE5263 DESIGNATION - Q 162 RESET AE5263 PID - AE5263 AE5263 STATE/COUNTY- MI/ALLEGAN AE5263 USGS QUAD - ALLEGAN (1981) AE5263 AE5263 *CURRENT SURVEY CONTROL AE5263 ___________________________________________________________________ AE5263* NAD 83(1986)- 42 32 00. (N) 085 49 54. (W) SCALED AE5263* NAVD 88 - 212.58 (meters) 697.4 (feet) RESET AE5263 ___________________________________________________________________ AE5263 GEOID HEIGHT- -33.11 (meters) GEOID99 AE5263 AE5263 VERT ORDER - THIRD AE5263 AE5263.This mark is at Padgham Field Airport (35D) AE5263 AE5263.The horizontal coordinates were scaled from a topographic map and have AE5263.an estimated accuracy of +/- 6 seconds. AE5263 AE5263.The orthometric height was computed from unverified reset data. AE5263 AE5263.The geoid height was determined by GEOID99. AE5263 AE5263; North East Units Estimated Accuracy AE5263;SPC MI S - 115,830. 3,879,660. MT (+/- 180 meters Scaled) AE5263 AE5263 SUPERSEDED SURVEY CONTROL AE5263 AE5263.No superseded survey control is available for this station. AE5263 AE5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN959096(NAD 83) AE5263_MARKER: DV = VERTICAL CONTROL DISK AE5263_SETTING: 35 = AIRPORT SIGN BASE AE5263_STAMPING: Q 162 RESET 1997 AE5263_MARK LOGO: NGS AE5263_MAGNETIC: N = NO MAGNETIC MATERIAL AE5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5263+STABILITY: SURFACE MOTION AE5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE5263+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE5263 AE5263 HISTORY - Date Condition Report By AE5263 HISTORY - 1997 MONUMENTED NGS AE5263 AE5263 STATION DESCRIPTION AE5263 AE5263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RLR) AE5263'STATION IS LOCATED IN QUAD. 420854. STATION IS ON THE PROPERTY OF AE5263'ALLEGAN, PADGHAM FIELD AIRPORT. IT IS IN THE NORTHWEST 1/4 OF SEC 27, AE5263'T-2-N, R-13-W, ALLEGAN TOWNSHIP. TO REACH THE STATION FROM THE BRIDGE AE5263'OVER THE KALAMAZOO RIVER AT ALLEGAN, GO EASTERLY ALONG STATE ROUTE AE5263'M-222, (GRAND STREET) FOR 0.95 MI (1.53 KM) TO A SIDEROAD RIGHT, AE5263'AIRWAY CT. WHICH LEADS TO THE AIRPORT OFFICE. THE STATION IS SET IN AE5263'THE SOUTHEAST QUADRANT OF THIS INTERSECTION. DISK IS CEMENTED IN A AE5263'DRILL HOLE IN THE NORTHWEST CORNER OF A 2 X 2 FOOT (0.6 M) CONCRETE AE5263'BASE FOR THE AIRPORT SIGN. IT IS 57.9 FT (17.6 M) EAST OF THE AE5263'CENTERLINE OF AIRWAY CT., 52.0 FT (15.8 M) SOUTH OF THE CENTERLINE OF AE5263'GRAND ST OR STATE ROUTE M-222, 36.9 FT (11.2 M) SOUTHEAST OF A METAL AE5263'DRAIN IN DITCH LINE ALONG HIGHWAY M-22 AND 1.0 FT (0.3 M) SOUTH OF A AE5263'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF1726 *********************************************************************** NF1726 DESIGNATION - R 170 RESET NF1726 PID - NF1726 NF1726 STATE/COUNTY- MI/ALLEGAN NF1726 USGS QUAD - MERSON (1981) NF1726 NF1726 *CURRENT SURVEY CONTROL NF1726 ___________________________________________________________________ NF1726* NAD 83(1986)- 42 29 31. (N) 085 46 03. (W) SCALED NF1726* NAVD 88 - 208.85 (meters) 685.2 (feet) RESET NF1726 ___________________________________________________________________ NF1726 GEOID HEIGHT- -33.09 (meters) GEOID99 NF1726 NF1726 VERT ORDER - THIRD NF1726 NF1726.The horizontal coordinates were scaled from a topographic map and have NF1726.an estimated accuracy of +/- 6 seconds. NF1726 NF1726.The orthometric height was computed from unverified reset data. NF1726.No vertical observational check was made to the station. NF1726 NF1726.The geoid height was determined by GEOID99. NF1726 NF1726; North East Units Estimated Accuracy NF1726;SPC MI S - 111,140. 3,884,850. MT (+/- 180 meters Scaled) NF1726 NF1726 SUPERSEDED SURVEY CONTROL NF1726 NF1726 NGVD 29 - 208.99 (m) 685.7 (f) RESET 3 NF1726 NF1726.Superseded values are not recommended for survey control. NF1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1726.See file dsdata.txt to determine how the superseded data were derived. NF1726 NF1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN012051(NAD 83) NF1726_MARKER: DV = VERTICAL CONTROL DISK NF1726_SETTING: 32 = HEADWALL NF1726_STAMPING: R 170 RESET 1987 NF1726_MARK LOGO: NGS NF1726_MAGNETIC: N = NO MAGNETIC MATERIAL NF1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF1726+STABILITY: SURFACE MOTION NF1726 NF1726 HISTORY - Date Condition Report By NF1726 HISTORY - 1987 MONUMENTED NGS NF1726 HISTORY - 19971011 GOOD USPSQD NF1726 NF1726 STATION DESCRIPTION NF1726 NF1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 NF1726'FROM THE STOPLIGHT IN THE CENTER OF OTSEGO, AT THE JUNCTION OF STATE NF1726'ROUTE 89, ALLEGAN STREET AND FARMER STREET, GO NORTHWESTERLY ON STATE NF1726'ROUTE 89 FOR 7.72 KM (4.80 MI) TO A CULVERT UNDER HIGHWAY AND THE NF1726'MARK ON THE LEFT, SOUTH SIDE OF ROAD. 0.1 MILE SOUTHEAST OF BRIDGE NF1726'OVER SCHNABLE BROOK, LOCATED 43.8 FT (13.4 M) SOUTHWEST FROM THE NF1726'CENTER OF STATE ROUTE 89 AND 1.3 FT (0.4 M) EAST-SOUTHEAST OF A NF1726'WITNESS POST, IN THE SOUTHWEST END OF THE SOUTH HEADWALL OF CONCRETE NF1726'CULVERT UNDER HIGHWAY 89. NF1726 NF1726 STATION RECOVERY (1997) NF1726 NF1726'RECOVERY NOTE BY US POWER SQUADRON 1997 NF1726'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF0904 *********************************************************************** NF0904 DESIGNATION - W 158 RESET 1974 NF0904 PID - NF0904 NF0904 STATE/COUNTY- MI/ALLEGAN NF0904 USGS QUAD - BURNIPS (1981) NF0904 NF0904 *CURRENT SURVEY CONTROL NF0904 ___________________________________________________________________ NF0904* NAD 83(1986)- 42 43 29. (N) 085 47 37. (W) SCALED NF0904* NAVD 88 - 202.28 (meters) 663.6 (feet) RESET NF0904 ___________________________________________________________________ NF0904 GEOID HEIGHT- -33.36 (meters) GEOID99 NF0904 NF0904 VERT ORDER - THIRD NF0904 NF0904.The horizontal coordinates were scaled from a topographic map and have NF0904.an estimated accuracy of +/- 6 seconds. NF0904 NF0904.The orthometric height was computed from unverified reset data. NF0904 NF0904.The geoid height was determined by GEOID99. NF0904 NF0904; North East Units Estimated Accuracy NF0904;SPC MI S - 137,030. 3,883,140. MT (+/- 180 meters Scaled) NF0904 NF0904 SUPERSEDED SURVEY CONTROL NF0904 NF0904 NGVD 29 - 202.41 (m) 664.1 (f) RESET 3 NF0904 NF0904.Superseded values are not recommended for survey control. NF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0904.See file dsdata.txt to determine how the superseded data were derived. NF0904 NF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN987309(NAD 83) NF0904_MARKER: DB = BENCH MARK DISK NF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF0904_STAMPING: W 158 REST 1974 NF0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF0904+STABILITY: SURFACE MOTION NF0904 NF0904 HISTORY - Date Condition Report By NF0904 HISTORY - 1974 MONUMENTED NGS NF0904 HISTORY - 1987 MARK NOT FOUND USPSQD NF0904 HISTORY - 1989 GOOD USPSQD NF0904 HISTORY - 1991 GOOD USPSQD NF0904 NF0904 STATION DESCRIPTION NF0904 NF0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 NF0904'3.5 MI W FROM DORR. NF0904'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 26 (142ND AVE) FROM THE NF0904'RAILROAD STATION AT DORR, A STANDARD DISK SET IN THE TOP OF A NF0904'ROUND CONCRETE POST PROJECTING 4 INCHES, 33 FEET SOUTH OF THE NF0904'CENTER LINE OF THE HIGHWAY, 52 FEET WEST OF THE CENTER OF A NF0904'SMALL STREAM, 161 FEET EAST OF THE CENTERLINE OF A DRIVEWAY NF0904'SOUTH AND 1 FOOT EAST OF A METAL WITNESS POST. NF0904 NF0904 STATION RECOVERY (1987) NF0904 NF0904'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP) NF0904'MARK NOT FOUND. NF0904 NF0904 STATION RECOVERY (1989) NF0904 NF0904'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP) NF0904'RECOVERED IN GOOD CONDITION. NF0904 NF0904 STATION RECOVERY (1991) NF0904 NF0904'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS) NF0904'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NF1727 *********************************************************************** NF1727 DESIGNATION - Z 162 RESET NF1727 PID - NF1727 NF1727 STATE/COUNTY- MI/ALLEGAN NF1727 USGS QUAD - MARTIN (1982) NF1727 NF1727 *CURRENT SURVEY CONTROL NF1727 ___________________________________________________________________ NF1727* NAD 83(1986)- 42 32 14. (N) 085 40 00. (W) SCALED NF1727* NAVD 88 - 254.21 (meters) 834.0 (feet) RESET NF1727 ___________________________________________________________________ NF1727 GEOID HEIGHT- -33.20 (meters) GEOID99 NF1727 NF1727 VERT ORDER - THIRD NF1727 NF1727.The horizontal coordinates were scaled from a topographic map and have NF1727.an estimated accuracy of +/- 6 seconds. NF1727 NF1727.The orthometric height was computed from unverified reset data. NF1727.No vertical observational check was made to the station. NF1727 NF1727.The geoid height was determined by GEOID99. NF1727 NF1727; North East Units Estimated Accuracy NF1727;SPC MI S - 116,040. 3,893,220. MT (+/- 180 meters Scaled) NF1727 NF1727 SUPERSEDED SURVEY CONTROL NF1727 NF1727 NGVD 29 - 254.34 (m) 834.4 (f) RESET 3 NF1727 NF1727.Superseded values are not recommended for survey control. NF1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1727.See file dsdata.txt to determine how the superseded data were derived. NF1727 NF1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN094102(NAD 83) NF1727_MARKER: DV = VERTICAL CONTROL DISK NF1727_SETTING: 32 = HEADWALL NF1727_STAMPING: Z 162 RESET 1987 NF1727_MARK LOGO: NGS NF1727_MAGNETIC: N = NO MAGNETIC MATERIAL NF1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF1727+STABILITY: SURFACE MOTION NF1727 NF1727 HISTORY - Date Condition Report By NF1727 HISTORY - 1987 MONUMENTED NGS NF1727 HISTORY - 19971011 GOOD USPSQD NF1727 NF1727 STATION DESCRIPTION NF1727 NF1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 NF1727'FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE HIGHWAY 118, 0.64 KM NF1727'(0.40 MI) WEST OF MARTIN, GO WEST ON STATE HIGHWAY 118 FOR 1.52 KM NF1727'(0.94 MI) TO A TWO-STORY WHITE FARM HOUSE ON THE LEFT, AND MARK ON NF1727'THE RIGHT, NORTH SIDE OF 118, 3.04 M (9.97 FT) EAST OF THE EAST END NF1727'OF A GUARDRAIL AND 0.30 M (0.98 FT) SOUTH OF A METAL WITNESS POST, IN NF1727'THE EAST END OF THE CULVERT. NF1727 NF1727 STATION RECOVERY (1997) NF1727 NF1727'RECOVERY NOTE BY US POWER SQUADRON 1997 NF1727'RECOVERED IN GOOD CONDITION.