1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TO0025 *********************************************************************** TO0025 DESIGNATION - BONNERS RM 5 TO0025 PID - TO0025 TO0025 STATE/COUNTY- ID/BOUNDARY TO0025 USGS QUAD - BONNERS FERRY (1996) TO0025 TO0025 *CURRENT SURVEY CONTROL TO0025 ___________________________________________________________________ TO0025* NAD 83(1986)- 48 40 33. (N) 116 20 01. (W) SCALED TO0025* NAVD 88 - 567.26 (+/-2cm) 1861.1 (feet) VERTCON TO0025 ___________________________________________________________________ TO0025 GEOID HEIGHT- -16.56 (meters) GEOID99 TO0025 TO0025 VERT ORDER - THIRD (See Below) TO0025 TO0025.The horizontal coordinates were scaled from a topographic map and have TO0025.an estimated accuracy of +/- 6 seconds. TO0025 TO0025.The NAVD 88 height was computed by applying the VERTCON shift value to TO0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) TO0025.The vertical order pertains to the superseded datum. TO0025 TO0025.The geoid height was determined by GEOID99. TO0025 TO0025; North East Units Estimated Accuracy TO0025;SPC ID W - 779,080. 757,020. MT (+/- 180 meters Scaled) TO0025 TO0025 SUPERSEDED SURVEY CONTROL TO0025 TO0025 NGVD 29 - 566.09 (m) 1857.2 (f) RESET 3 TO0025 TO0025.Superseded values are not recommended for survey control. TO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TO0025.See file dsdata.txt to determine how the superseded data were derived. TO0025 TO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP490916(NAD 83) TO0025_MARKER: DR = REFERENCE MARK DISK TO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TO0025_STAMPING: BONNERS 1936 NO 5 1975 TO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TO0025+STABILITY: SURFACE MOTION TO0025 TO0025 HISTORY - Date Condition Report By TO0025 HISTORY - 1975 MONUMENTED NGS TO0025 HISTORY - 1980 MARK NOT FOUND NGS TO0025 HISTORY - 1980 MARK NOT FOUND NGS TO0025 TO0025 STATION DESCRIPTION TO0025 TO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 TO0025'2.65 MI S FROM BONNERS FERRY. TO0025'2.65 MILES SOUTH ALONG U. S. HIGHWAYS 2 AND 95 FROM THE POST OFFICE AT TO0025'BONNERS FERRY, AT THE IDAHO STATE HIGHWAY MAINTENANCE YARD, 96 FEET TO0025'NORTH OF THE NORTHWEST CORNER OF A LOADING RAMP, 95.99 FEET FROM TO0025'BONNER RM 4, 57.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TUBULAR TO0025'GARAGE, 51 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF STORAGE TO0025'BUILDING NO. 5062 AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW TO0025'THE SURFACE OF THE GROUND. TO0025 TO0025 STATION RECOVERY (1980) TO0025 TO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 TO0025'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE TO0025'MEASUREMENTS PLACE THIS MARK IN AN AREA THAT HAS BEEN RECENTLY GRADED TO0025'FOR THE CONSTRUCTION OF A NEW STORAGE BUILDING, MARK IS PRESUMED TO0025'DESTROYED. TO0025 TO0025 STATION RECOVERY (1980) TO0025 TO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 TO0025'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TO0922 *********************************************************************** TO0922 DESIGNATION - BONNERS RM 5 RESET TO0922 PID - TO0922 TO0922 STATE/COUNTY- ID/BOUNDARY TO0922 USGS QUAD - BONNERS FERRY (1996) TO0922 TO0922 *CURRENT SURVEY CONTROL TO0922 ___________________________________________________________________ TO0922* NAD 83(1992)- 48 40 10.12872(N) 116 20 06.99854(W) ADJUSTED TO0922* NAVD 88 - 567.01 (meters) 1860.3 (feet) RESET TO0922 ___________________________________________________________________ TO0922 LAPLACE CORR- 2.46 (seconds) DEFLEC99 TO0922 GEOID HEIGHT- -16.56 (meters) GEOID99 TO0922 TO0922 HORZ ORDER - THIRD TO0922 VERT ORDER - THIRD TO0922 TO0922.The horizontal coordinates were established by classical geodetic methods TO0922.and adjusted by the National Geodetic Survey in July 1992. TO0922.No horizontal observational check was made to the station. TO0922 TO0922.The orthometric height was computed from unverified reset data. TO0922.No vertical observational check was made to the station. TO0922 TO0922.The Laplace correction was computed from DEFLEC99 derived deflections. TO0922 TO0922.The geoid height was determined by GEOID99. TO0922 TO0922; North East Units Scale Converg. TO0922;SPC ID W - 778,371.582 756,894.520 MT 0.99995615 -0 26 22.2 TO0922;UTM 11 - 5,390,927.705 548,940.244 MT 0.99962943 +0 29 57.0 TO0922 TO0922: Primary Azimuth Mark Grid Az TO0922:SPC ID W - TT 13 M=BONNERS 009 32 51.1 TO0922:UTM 11 - TT 13 M=BONNERS 008 36 31.9 TO0922 TO0922|---------------------------------------------------------------------| TO0922| PID Reference Object Distance Geod. Az | TO0922| dddmmss.s | TO0922| TO0023 TT 13 M=BONNERS APPROX. 0.7 KM 0090628.9 | TO0922| TO0920 BONNERS A STA 20.480 METERS 11941 | TO0922| TO0026 BONNERS RM 4 AZIMUTH 29.259 METERS 18906 | TO0922|---------------------------------------------------------------------| TO0922 TO0922 SUPERSEDED SURVEY CONTROL TO0922 TO0922 NAD 83(1986)- 48 40 10.13727(N) 116 20 06.99393(W) AD( ) 3 TO0922 NAD 27 - 48 40 10.37236(N) 116 20 03.28816(W) AD( ) 3 TO0922 NGVD 29 - 565.85 (m) 1856.5 (f) LEVELING 3 TO0922 TO0922.Superseded values are not recommended for survey control. TO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TO0922.See file dsdata.txt to determine how the superseded data were derived. TO0922 TO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4894090928(NAD 83) TO0922_MARKER: DR = REFERENCE MARK DISK TO0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TO0922_STAMPING: BONNERS USFS 1936 NO 5 1975 1980 TO0922_MARK LOGO: NGS TO0922_PROJECTION: RECESSED 5 CENTIMETERS TO0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TO0922+STABILITY: SURFACE MOTION TO0922 TO0922 HISTORY - Date Condition Report By TO0922 HISTORY - 1975 MONUMENTED NGS TO0922 HISTORY - 1980 GOOD NGS TO0922 HISTORY - 1981 GOOD NGS TO0922 TO0922 STATION DESCRIPTION TO0922 TO0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 TO0922'SEE STATION BONNERS USFS TO0922 TO0922 STATION RECOVERY (1980) TO0922 TO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) TO0922'THE STATION MARK WAS RECOVERED WITH THE CAP MISSING. THE STEM AND TO0922'THE INDENTATION OF THE CAP WERE EASILY IDENTIFIED. THE CENTER OF TO0922'THE STEM WAS HELD AND THE CAP REPLACED. THE LINE TO BONNERS USFS TO0922'1936 IS OBSTRUCTED. THE DISTANCE FROM STATION BONNERS USFS 1936 TO0922'RM 4 WAS MEASURED AND FOUND TO BE 96.014 FEET OR 29.2646 METERS. TO0922' TO0922'FOR A ROUTE TO REACH SEE THE DESCRIPTION FOR BONNERS USFS 1936 RM TO0922'4 1975. TO0922' TO0922'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED BONNERS TO0922'USFS 1976 NO 5 1975 1980, SET IN THE TOP OF A ROUND CONCRETE TO0922'MONUMENT 10 INCHES IN DIAMETER AND RECESSED 2 INCHES. IT IS 51 FEET TO0922'SSE OF THE SE CORNER OF BLDG 5062, 16 FEET NNW OF A BACK DOOR TO TO0922'BUILDING 520-01, AND 1 FT S OF A METAL WITNESS POST. TO0922 TO0922 STATION RECOVERY (1981) TO0922 TO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 TO0922'4.2 KM (2.60 MI) SW FROM BONNERS FERRY. TO0922'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION AS FOLLOWS. TO0922'4.2 KM (2.60 MI) SOUTHWEST ALONG US HIGHWAYS 2 AND 95 FROM THE POST TO0922'OFFICE IN BONNERS FERRY, IN THE IDAHO DEPARTMENT OF HIGHWAYS YARD, TO0922'29.3 M (96.1 FT) NORTH OF THE NORTHWEST CORNER OF A LOADING RAMP, TO0922'15.5 M (50.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BLDG TO0922'5062, 4.9 M (16.1 FT) NORTH-NORTHWEST OF THE ENTRANCE DOOR TO BLDG TO0922'520-01. TO0922'THE MARK IS 0.3 METERS S FROM A WITNESS POST TO0922'THE MARK IS 7.6 M BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TO1176 *********************************************************************** TO1176 FBN - This is a Federal Base Network Control Station. TO1176 DESIGNATION - S 381 RESET TO1176 PID - TO1176 TO1176 STATE/COUNTY- ID/BOUNDARY TO1176 USGS QUAD - BONNERS FERRY (1996) TO1176 TO1176 *CURRENT SURVEY CONTROL TO1176 ___________________________________________________________________ TO1176* NAD 83(1999)- 48 43 52.82797(N) 116 15 29.80026(W) ADJUSTED TO1176* NAVD 88 - 710.23 (meters) 2330.1 (feet) RESET TO1176 ___________________________________________________________________ TO1176 X - -1,864,967.666 (meters) COMP TO1176 Y - -3,780,403.338 (meters) COMP TO1176 Z - 4,771,426.535 (meters) COMP TO1176 LAPLACE CORR- 6.57 (seconds) DEFLEC99 TO1176 ELLIP HEIGHT- 693.85 (meters) (09/01/00) GPS OBS TO1176 GEOID HEIGHT- -16.38 (meters) GEOID99 TO1176 TO1176 HORZ ORDER - A TO1176 VERT ORDER - THIRD TO1176 ELLP ORDER - THIRD CLASS I TO1176 TO1176.The horizontal coordinates were established by GPS observations TO1176.and adjusted by the National Geodetic Survey in September 2000. TO1176.This is a SPECIAL STATUS position. See SPECIAL STATUS under the TO1176.DATUM ITEM on the data sheet items page. TO1176 TO1176.The orthometric height was computed from unverified reset data. TO1176.No vertical observational check was made to the station. TO1176 TO1176.The X, Y, and Z were computed from the position and the ellipsoidal ht. TO1176 TO1176.The Laplace correction was computed from DEFLEC99 derived deflections. TO1176 TO1176.The ellipsoidal height was determined by GPS observations TO1176.and is referenced to NAD 83. TO1176 TO1176.The geoid height was determined by GEOID99. TO1176 TO1176; North East Units Scale Converg. TO1176;SPC ID W - 785,209.624 762,611.334 MT 0.99995050 -0 22 55.3 TO1176;UTM 11 - 5,397,856.306 554,542.421 MT 0.99963655 +0 33 27.0 TO1176 TO1176 SUPERSEDED SURVEY CONTROL TO1176 TO1176 NAD 83(1992)- 48 43 52.82658(N) 116 15 29.80108(W) AD( ) B TO1176 ELLIP HT - 693.88 (m) (01/22/97) GP( ) 4 1 TO1176 TO1176.Superseded values are not recommended for survey control. TO1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. TO1176.See file dsdata.txt to determine how the superseded data were derived. TO1176 TO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5454297856(NAD 83) TO1176_MARKER: I = METAL ROD TO1176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TO1176_STAMPING: S 381 RESET 1991 TO1176_MARK LOGO: NGS TO1176_PROJECTION: FLUSH TO1176_MAGNETIC: N = NO MAGNETIC MATERIAL TO1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TO1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TO1176+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2000 TO1176_ROD/PIPE-DEPTH: 24.3 meters TO1176 TO1176 HISTORY - Date Condition Report By TO1176 HISTORY - 1991 MONUMENTED NGS TO1176 HISTORY - 19960819 GOOD NGS TO1176 HISTORY - 19990524 GOOD NGS TO1176 HISTORY - 20000909 GOOD NGS TO1176 TO1176 STATION DESCRIPTION TO1176 TO1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 TO1176'MARK IS LOCATED ABOUT 6.0 KM (3.7 MI) WEST OF MOYIE SPRINGS, 5.5 KM TO1176'(3.4 MI) NORTHEAST OF BONNERS FERRY AND 3.0 KM (1.9 MI) EAST OF THE TO1176'JUNCTION OF U.S HIGHWAYS 95 AND 2. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO1176'FROM THE THE POST OFFICE IN BONNERS FERRY. GO NORTH ON U.S. TO1176'HIGHWAYS 95 AND 2 FOR 4.7 KM (2.9 MI) TO THE JUNCTION OF U.S. TO1176'HIGHWAY 2. TURN RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 3.11 KM TO1176'(1.93 MI) TO THE MARK ON THE RIGHT. MARK AT THIS TIME WAS SET IN THE TO1176'PROPOSED NEW HIGHWAY RIGHT-OF-WAY AND THIS DESCRIPTION COULD CHANGE TO1176'AFTER CONSTRUCTION. LOCATED 0.5 M (1.6 FT) WEST OF A FENCE RUNNING TO1176'NORTH AND SOUTH AND 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST, TO1176'A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP AND ACCESS TO1176'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO. TO1176 TO1176 STATION RECOVERY (1996) TO1176 TO1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM) TO1176'DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS. STATION IS TO1176'LOCATED ABOUT 6 KM (3.70 MI) WEST OF MOYIE SPRINGS, 5.5 KM (3.40 MI) TO1176'NORTHEAST OF BONNERS FERRY AND 3 KM (1.85 MI) EAST OF THE JUNCTION OF TO1176'U.S. HIGHWAYS 2 AND 95. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. REACHED TO1176'FROM THE POST OFFICE IN BONNERS FERRY, GO NORTH ON U.S. HIGHWAYS 2 TO1176'AND 95 FOR 2.9 MI (4.7 KM) TO THE JUNCTION OF U.S. HIGHWAY 2. TURN TO1176'RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 1.85 MI (2.98 KM) TO A TO1176'DRIVEWAY ON THE RIGHT THAT LEADS TO THE DYER RESIDENCE (THE NAME DYER TO1176'IS ON A POST) . TURN RIGHT AND THEN LEFT AND FOLLOW ALONG ON THE TO1176'NORTH SIDE OF AN EAST-WEST FENCE FOR ABOUT 50 M (164.0 FT) TO THE MARK TO1176'ON THE RIGHT. IT IS, 46.4 M (152.2 FT) EAST OF THE WEST END OF THE TO1176'POLE FENCE, 32.7 M (107.3 FT) SOUTH OF AND ABOUT 5 M (16.4 FT) ABOUE TO1176'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF THE POLE FENCE AND 0.3 M (1.0 FT) TO1176'NORTHWEST OF A FIBREGLASS WITNESS POST. STATION MARK IS A STAINLESS TO1176'STEEL ROD DRIVEN TO REFUSAL AT 24.3 M (79.7 FT) WITH A PUNCH HOLE IN TO1176'THE TOP. ACCESS TO MARK IS THROUGH A 5-INCH NGS LOGO CAP. DESCRIBED TO1176'BY B.E. KELLY. TO1176 TO1176 STATION RECOVERY (1999) TO1176 TO1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM) TO1176'THE STATION IS LOCATED 5.6 KM (3.45 MI) NORTHEAST OF BONNERS FERRY, ON TO1176'THE SOUTH SIDE OF STATE HIGHWAY 2, 3.0 KM (1.85 MI) EAST OF THE TO1176'JUNCTION OF US HIGHWAY 95, ALONG HIGHWAY RIGHT-OF-WAY ON THE NORTH TO1176'SIDE OF A WOODEN POST FENCE AND 0.40 KM (0.25 MI) EAST OF HIGHWAY TO1176'MILEPOST 66. OWNERSHIP--STATE OF IDAHO. TO REACH THE STATION FROM TO1176'THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 2, ABOUT 4.8 KM (3.00 TO1176'MI) NORTH OF BONNERS FERRY, GO EAST ON STATE HIGHWAY 2 FOR 2.98 KM TO1176'(1.85 MI) TO A GRAVEL ENTRANCE DRIVE ON THE RIGHT WITH A WOODEN SIGN TO1176'--DYER--, NAILED TO A POWER POLE ON THE EAST SIDE OF THE DRIVE. TURN TO1176'RIGHT, SOUTH INTO THE ENTRANCE DRIVE THEN TURN LEFT, EAST ALONG THE TO1176'NORTH SIDE OF A WOODEN POST FENCE FOR ABOUT 45.72 M (150.00 FT) TO THE TO1176'STATION ON THE RIGHT. THE STATION IS A PUNCH MARK ON THE TOP OF A TO1176'STAINLESS STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH AN NGS ACCESS TO1176'COVER SURROUNDED BY CONCRETE FLUSH WITH GROUND. LOCATED 46.33 M TO1176'(152.00 FT) EAST OF THE WEST END OF THE WOODEN POST FENCE, 32.92 M TO1176'(108.01 FT) (SLOPE MEASUREMENT) SOUTH OF THE CENTER OF THE HIGHWAY, TO1176'ABOUT 4.57 M (14.99 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) TO1176'NORTH OF THE FENCE AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS TO1176'WITNESS POST. TO1176 TO1176 STATION RECOVERY (2000) TO1176 TO1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM) TO1176'RECOVERED AS DESCRIBED.