1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0549 *********************************************************************** RZ0549 DESIGNATION - B 351 RESET RZ0549 PID - RZ0549 RZ0549 STATE/COUNTY- ID/LATAH RZ0549 USGS QUAD - TROY (1975) RZ0549 RZ0549 *CURRENT SURVEY CONTROL RZ0549 ___________________________________________________________________ RZ0549* NAD 83(1986)- 46 43 35. (N) 116 46 00. (W) SCALED RZ0549* NAVD 88 - 837.36 (meters) 2747.2 (feet) RESET RZ0549 ___________________________________________________________________ RZ0549 GEOID HEIGHT- -17.93 (meters) GEOID99 RZ0549 RZ0549 VERT ORDER - THIRD RZ0549 RZ0549.The horizontal coordinates were scaled from a topographic map and have RZ0549.an estimated accuracy of +/- 6 seconds. RZ0549 RZ0549.The orthometric height was computed from unverified reset data. RZ0549 RZ0549.The geoid height was determined by GEOID99. RZ0549 RZ0549; North East Units Estimated Accuracy RZ0549;SPC ID W - 562,680. 722,290. MT (+/- 180 meters Scaled) RZ0549 RZ0549 SUPERSEDED SURVEY CONTROL RZ0549 RZ0549.No superseded survey control is available for this station. RZ0549 RZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM178747(NAD 83) RZ0549_MARKER: DB = BENCH MARK DISK RZ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0549_STAMPING: B 351 RESET 1968 RZ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0549+STABILITY: SURFACE MOTION RZ0549 RZ0549 HISTORY - Date Condition Report By RZ0549 HISTORY - 1968 MONUMENTED CGS RZ0549 RZ0549 STATION DESCRIPTION RZ0549 RZ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 RZ0549'1.2 MI S FROM TROY. RZ0549'THE MARK IS ON OLD HIGHWAY 99, 0.2 MILE NORTH OF THE POINT WHERE THE RZ0549'OLD ROAD JOINS THE NEW ROAD, 0.05 MILE NORTH OF AND ABOUT 12 FEET RZ0549'LOWER THAN THE POINT WHERE THE ROAD CROSSES THE SUMMIT OF A HILL, 52 RZ0549'FEET NORTH OF A TELEPHONE POLE, 47 FEET WEST OF A POWER POLE, 12 FEET RZ0549'WEST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT ABOVE THE ROAD, 8 FEET RZ0549'LOWER THAN THE TOP OF THE CUT BANK ON THE WEST SIDE OF THE ROAD AND 1 RZ0549'FOOT NORTH OF A METAL WITNESS POST. THE MARK IS A STANDARD DISK SET RZ0549'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ON THE EAST SIDE AND RZ0549'IS FLUSH WITH THE BANK ON THE WEST SIDE. REACHED FROM THE RZ0549'INTERSECTION OF STATE HIGHWAYS 8 AND 99 AT THE SOUTH EDGE OF TROY BY RZ0549'GOING SOUTH ON STATE HIGHWAY 99 FOR 0.5 MILE, TURN RIGHT AND GO WEST RZ0549'AND SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, 0.05 RZ0549'MILE BEFORE REACHING THE TOP OF THE HILL. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ1905 *********************************************************************** RZ1905 DESIGNATION - E 345 RESET RZ1905 PID - RZ1905 RZ1905 STATE/COUNTY- ID/LATAH RZ1905 USGS QUAD - TROY (1975) RZ1905 RZ1905 *CURRENT SURVEY CONTROL RZ1905 ___________________________________________________________________ RZ1905* NAD 83(1986)- 46 44 04. (N) 116 46 00. (W) SCALED RZ1905* NAVD 88 - 750.88 (meters) 2463.5 (feet) RESET RZ1905 ___________________________________________________________________ RZ1905 GEOID HEIGHT- -17.93 (meters) GEOID99 RZ1905 RZ1905 VERT ORDER - THIRD RZ1905 RZ1905.The horizontal coordinates were scaled from a topographic map and have RZ1905.an estimated accuracy of +/- 6 seconds. RZ1905 RZ1905.The orthometric height was computed from unverified reset data. RZ1905.No vertical observational check was made to the station. RZ1905 RZ1905.The geoid height was determined by GEOID99. RZ1905 RZ1905; North East Units Estimated Accuracy RZ1905;SPC ID W - 563,580. 722,300. MT (+/- 180 meters Scaled) RZ1905 RZ1905 SUPERSEDED SURVEY CONTROL RZ1905 RZ1905 NGVD 29 - 749.78 (m) 2459.9 (f) RESET 3 RZ1905 RZ1905.Superseded values are not recommended for survey control. RZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RZ1905.See file dsdata.txt to determine how the superseded data were derived. RZ1905 RZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM178756(NAD 83) RZ1905_MARKER: DV = VERTICAL CONTROL DISK RZ1905_SETTING: 31 = SIDEWALK RZ1905_STAMPING: E 345 RESET 1990 RZ1905_MARK LOGO: NGS RZ1905_MAGNETIC: N = NO MAGNETIC MATERIAL RZ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ1905+STABILITY: SURFACE MOTION RZ1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RZ1905+SATELLITE: SATELLITE OBSERVATIONS - 1990 RZ1905 RZ1905 HISTORY - Date Condition Report By RZ1905 HISTORY - 1990 MONUMENTED NGS RZ1905 RZ1905 STATION DESCRIPTION RZ1905 RZ1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 RZ1905'IN TROY, IN THE SIDEWALK IN FRONT OF THE WAR MEMORIAL WALL, ADJACENT RZ1905'TO THE NEW POST OFFICE BUILDING, IN THE APPROXIMATE CENTER OF A 1.6 RZ1905'METER SQUARE SECTION OF SIDEWALK, 40 M (131.2 FT) NORTHWEST OF THE RZ1905'POST OFFICE BUILDING, 2.4 M (7.9 FT) SOUTHEAST OF THE WEST SIXTH RZ1905'STREET CURB, 6.5 M (21.3 FT) NORTH OF THE BASE OF THE MEMORIAL, 1.3 M RZ1905'(4.3 FT) NORTHWEST OF THE EAST CORNER OF THE MEMORIAL AND 12.2 M RZ1905'(40.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE DRIVEWAY INTO THE RZ1905'POST OFFICE PARKING LOT. DESCRIBED BY G.R.HEID. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0525 *********************************************************************** RZ0525 DESIGNATION - J 349 RESET RZ0525 PID - RZ0525 RZ0525 STATE/COUNTY- ID/LATAH RZ0525 USGS QUAD - DEARY (1994) RZ0525 RZ0525 *CURRENT SURVEY CONTROL RZ0525 ___________________________________________________________________ RZ0525* NAD 83(1986)- 46 47 59. (N) 116 33 21. (W) SCALED RZ0525* NAVD 88 - 873.74 (meters) 2866.6 (feet) RESET RZ0525 ___________________________________________________________________ RZ0525 GEOID HEIGHT- -17.55 (meters) GEOID99 RZ0525 RZ0525 VERT ORDER - THIRD RZ0525 RZ0525.The horizontal coordinates were scaled from a topographic map and have RZ0525.an estimated accuracy of +/- 6 seconds. RZ0525 RZ0525.The orthometric height was computed from unverified reset data. RZ0525 RZ0525.The geoid height was determined by GEOID99. RZ0525 RZ0525; North East Units Estimated Accuracy RZ0525;SPC ID W - 570,650. 738,490. MT (+/- 180 meters Scaled) RZ0525 RZ0525 SUPERSEDED SURVEY CONTROL RZ0525 RZ0525.No superseded survey control is available for this station. RZ0525 RZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM338830(NAD 83) RZ0525_MARKER: DB = BENCH MARK DISK RZ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0525_STAMPING: J 349 RESET 1961 RZ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0525+STABILITY: SURFACE MOTION RZ0525 RZ0525 HISTORY - Date Condition Report By RZ0525 HISTORY - 1961 MONUMENTED IDDT RZ0525 RZ0525 STATION DESCRIPTION RZ0525 RZ0525'DESCRIBED BY ID DEPT OF TRANSP 1961 RZ0525'IN DEARY. RZ0525'AT DEARY, AT THE JUNCTION OF STATE HIGHWAY 7, AND STATE HIGHWAY 8, 59 RZ0525'FEET NORTHEAST OF THE CENTERLINE OF THE JUNCTION, 47 FEET NORTH OF RZ0525'HIGHWAY 8, 34 FEET EAST OF A POWERLINE POLE, 1.7 FEET WEST OF A RZ0525'WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE RZ0525'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ1911 *********************************************************************** RZ1911 DESIGNATION - K 348 RESET RZ1911 PID - RZ1911 RZ1911 STATE/COUNTY- ID/LATAH RZ1911 USGS QUAD - TEXAS RIDGE (1994) RZ1911 RZ1911 *CURRENT SURVEY CONTROL RZ1911 ___________________________________________________________________ RZ1911* NAD 83(1986)- 46 38 19. (N) 116 36 35. (W) SCALED RZ1911* NAVD 88 - 617.89 (meters) 2027.2 (feet) RESET RZ1911 ___________________________________________________________________ RZ1911 GEOID HEIGHT- -17.69 (meters) GEOID99 RZ1911 RZ1911 VERT ORDER - THIRD RZ1911 RZ1911.The horizontal coordinates were scaled from a topographic map and have RZ1911.an estimated accuracy of +/- 6 seconds. RZ1911 RZ1911.The orthometric height was computed from unverified reset data. RZ1911.No vertical observational check was made to the station. RZ1911 RZ1911.The geoid height was determined by GEOID99. RZ1911 RZ1911; North East Units Estimated Accuracy RZ1911;SPC ID W - 552,780. 734,180. MT (+/- 180 meters Scaled) RZ1911 RZ1911 SUPERSEDED SURVEY CONTROL RZ1911 RZ1911 NGVD 29 - 616.83 (m) 2023.7 (f) RESET 3 RZ1911 RZ1911.Superseded values are not recommended for survey control. RZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RZ1911.See file dsdata.txt to determine how the superseded data were derived. RZ1911 RZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM298650(NAD 83) RZ1911_MARKER: DB = BENCH MARK DISK RZ1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ1911_STAMPING: K 348 RESET 1983 RZ1911_MARK LOGO: IDDT RZ1911_PROJECTION: PROJECTING 8 CENTIMETERS RZ1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ1911+STABILITY: SURFACE MOTION RZ1911 RZ1911 HISTORY - Date Condition Report By RZ1911 HISTORY - 1983 MONUMENTED IDDT RZ1911 RZ1911 STATION DESCRIPTION RZ1911 RZ1911'DESCRIBED BY ID DEPT OF TRANSP 1983 RZ1911'5.5 KM (3.40 MI) SE FROM KENDRICK. RZ1911'3.4 MILES NORTHEAST OF THE KENDRICK POST OFFICE ALONG STATE HIGHWAY RZ1911'NO. 3, AT MILEPOST 16.1, 98 FEET WEST OF CENTERLINE RZ1911'(STATION 149+00 ON PROJECT F.F.R. 4171(5)) 2 FEET EAST OF RIGHT OF WAY RZ1911'FENCE, ABOUT 5 FEET HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ1912 *********************************************************************** RZ1912 DESIGNATION - P 348 RESET RZ1912 PID - RZ1912 RZ1912 STATE/COUNTY- ID/LATAH RZ1912 USGS QUAD - MOSCOW WEST (1975) RZ1912 RZ1912 *CURRENT SURVEY CONTROL RZ1912 ___________________________________________________________________ RZ1912* NAD 83(1986)- 46 43 39. (N) 117 00 44. (W) SCALED RZ1912* NAVD 88 - 781.13 (meters) 2562.8 (feet) RESET RZ1912 ___________________________________________________________________ RZ1912 GEOID HEIGHT- -18.32 (meters) GEOID99 RZ1912 RZ1912 VERT ORDER - THIRD RZ1912 RZ1912.The horizontal coordinates were scaled from a topographic map and have RZ1912.an estimated accuracy of +/- 6 seconds. RZ1912 RZ1912.The orthometric height was computed from unverified reset data. RZ1912.No vertical observational check was made to the station. RZ1912 RZ1912.The geoid height was determined by GEOID99. RZ1912 RZ1912; North East Units Estimated Accuracy RZ1912;SPC ID W - 563,080. 703,520. MT (+/- 180 meters Scaled) RZ1912 RZ1912 SUPERSEDED SURVEY CONTROL RZ1912 RZ1912 NGVD 29 - 780.03 (m) 2559.1 (f) RESET 3 RZ1912 RZ1912.Superseded values are not recommended for survey control. RZ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RZ1912.See file dsdata.txt to determine how the superseded data were derived. RZ1912 RZ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM990748(NAD 83) RZ1912_MARKER: DB = BENCH MARK DISK RZ1912_SETTING: 31 = SIGNAL BASE RZ1912_STAMPING: P 348 RESET 1983 RZ1912_MARK LOGO: LOCSUR RZ1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY RZ1912 RZ1912 HISTORY - Date Condition Report By RZ1912 HISTORY - 1983 MONUMENTED LOCSUR RZ1912 RZ1912 STATION DESCRIPTION RZ1912 RZ1912'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 RZ1912'1.0 KM (0.60 MI) WEST FROM MOSCOW. RZ1912'0.6 MILE WEST ALONG STATE HIGHWAY 8 FROM THE OLD POST OFFICE MOSCOW, RZ1912'AT THE SOUTHWEST CORNER OF THE JUNCTION OF LINE STREET, IN THE TOP RZ1912'CENTER OF THE WEST CONCRETE BASE FOR THE UNION PACIFIC RAILWAY RZ1912'CANTILEVER AND GATE ARM SIGNALS, 82.5 FT SOUTH OF THE CENTERLINE OF RZ1912'THE HIGHWAY, 26.5 FT WEST OF THE CENTERLINE OF LINE STREET, AND ABOUT RZ1912'1.0 FT ABOVE LEVEL OF THE STREET. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0432 *********************************************************************** RZ0432 DESIGNATION - R 345 RESET RZ0432 PID - RZ0432 RZ0432 STATE/COUNTY- ID/LATAH RZ0432 USGS QUAD - STANFORD (1994) RZ0432 RZ0432 *CURRENT SURVEY CONTROL RZ0432 ___________________________________________________________________ RZ0432* NAD 83(1986)- 46 45 22. (N) 116 43 08. (W) SCALED RZ0432* NAVD 88 - 833.22 (meters) 2733.7 (feet) RESET RZ0432 ___________________________________________________________________ RZ0432 GEOID HEIGHT- -17.86 (meters) GEOID99 RZ0432 RZ0432 VERT ORDER - THIRD RZ0432 RZ0432.The horizontal coordinates were scaled from a topographic map and have RZ0432.an estimated accuracy of +/- 6 seconds. RZ0432 RZ0432.The orthometric height was computed from unverified reset data. RZ0432 RZ0432.The geoid height was determined by GEOID99. RZ0432 RZ0432; North East Units Estimated Accuracy RZ0432;SPC ID W - 565,940. 725,980. MT (+/- 180 meters Scaled) RZ0432 RZ0432 SUPERSEDED SURVEY CONTROL RZ0432 RZ0432.No superseded survey control is available for this station. RZ0432 RZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM214781(NAD 83) RZ0432_MARKER: DB = BENCH MARK DISK RZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0432_STAMPING: R 345 RESET 1971 RZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0432+STABILITY: SURFACE MOTION RZ0432 RZ0432 HISTORY - Date Condition Report By RZ0432 HISTORY - 1971 MONUMENTED NGS RZ0432 RZ0432 STATION DESCRIPTION RZ0432 RZ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 RZ0432'3.4 MI NE FROM TROY. RZ0432'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM ITS INTERSECTION WITH RZ0432'STATE HIGHWAY 3 IN DEARY, 0.75 MILE SOUTHWEST OF THE BRIDGE OVER NORA RZ0432'CREEK, 275 FEET SOUTH OF THE PROPOSED CENTERLINE OF THE NEW HIGHWAY, RZ0432'26 FEET WEST OF THE CENTER OF A GRAVEL SIDE ROAD, ABOUT 10 FEET SOUTH RZ0432'OF THE POINT WHERE A BURIED GAS LINE CROSSES THE GRAVEL ROAD, 3 FEET RZ0432'SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A METAL WITNESS POST AND ON RZ0432'LINE WITH THE TELEPHONE POLES. MARK IS A STANDARD DISK SET IN A ROUND RZ0432'CONCRETE POST WHICH PROJECTS 3 INCHES AND IS ON THE WESTERN SIDE OF A RZ0432'SMALL HILL. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ1913 *********************************************************************** RZ1913 DESIGNATION - R 346 RESET RZ1913 PID - RZ1913 RZ1913 STATE/COUNTY- ID/LATAH RZ1913 USGS QUAD - GENESEE (1990) RZ1913 RZ1913 *CURRENT SURVEY CONTROL RZ1913 ___________________________________________________________________ RZ1913* NAD 83(1986)- 46 37 08. (N) 116 56 06. (W) SCALED RZ1913* NAVD 88 - 835.24 (meters) 2740.3 (feet) RESET RZ1913 ___________________________________________________________________ RZ1913 GEOID HEIGHT- -18.05 (meters) GEOID99 RZ1913 RZ1913 VERT ORDER - THIRD RZ1913 RZ1913.The horizontal coordinates were scaled from a topographic map and have RZ1913.an estimated accuracy of +/- 6 seconds. RZ1913 RZ1913.The orthometric height was computed from unverified reset data. RZ1913.No vertical observational check was made to the station. RZ1913 RZ1913.The geoid height was determined by GEOID99. RZ1913 RZ1913; North East Units Estimated Accuracy RZ1913;SPC ID W - 550,910. 709,240. MT (+/- 180 meters Scaled) RZ1913 RZ1913 SUPERSEDED SURVEY CONTROL RZ1913 RZ1913 NGVD 29 - 834.15 (m) 2736.7 (f) RESET 3 RZ1913 RZ1913.Superseded values are not recommended for survey control. RZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RZ1913.See file dsdata.txt to determine how the superseded data were derived. RZ1913 RZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM049628(NAD 83) RZ1913_MARKER: DV = VERTICAL CONTROL DISK RZ1913_SETTING: 37 = WINGWALL RZ1913_STAMPING: R 346 RESET 1978 RZ1913_MARK LOGO: NGS RZ1913_MAGNETIC: N = NO MAGNETIC MATERIAL RZ1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RZ1913 RZ1913 HISTORY - Date Condition Report By RZ1913 HISTORY - 1978 MONUMENTED NGS RZ1913 RZ1913 STATION DESCRIPTION RZ1913 RZ1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 RZ1913'FROM THE GENESEE POST OFFICE BY GOING SOUTH FOR 1 BLOCK TO A MACADAM RZ1913'ROAD AT A T-INTERSECTION, TURN RIGHT, AND GO WEST FOR 1.1 MILES RZ1913'(1.8 KM) TO US HIGHWAY 95, TURN RIGHT, AND GO NORTH ON US HIGHWAY 95 RZ1913'FOR 3.8 MILES (6.1 KM) TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO RZ1913'EASTERLY FOR 1.2 MILES (1.9 KM) TO A T-INTERSECTION, 0.05 MILES RZ1913'(0.08 KM) NORTHWEST OF THE GENESEE VALLEY LUTHERN CHURCH, TURN LEFT, RZ1913'AND GO NORTH ON THE MACADAM ROAD FOR 0.7 MILES (1.1 KM) TO A FORK, RZ1913'TAKE LEFT FORK MACADAM ROAD, AND GO NORTHWEST FOR 0.2 MILE (0.3 KM) RZ1913'TO A CONCRETE BRIDGE OVER A DRAINAGE DITCH, AND MARK ON THE LEFT, 12 RZ1913'FEET (3.7 M) SOUTH OF THE CENTER OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0434 *********************************************************************** RZ0434 DESIGNATION - S 345 RESET RZ0434 PID - RZ0434 RZ0434 STATE/COUNTY- ID/LATAH RZ0434 USGS QUAD - STANFORD (1994) RZ0434 RZ0434 *CURRENT SURVEY CONTROL RZ0434 ___________________________________________________________________ RZ0434* NAD 83(1986)- 46 45 32. (N) 116 42 01. (W) SCALED RZ0434* NAVD 88 - 806.35 (meters) 2645.5 (feet) RESET RZ0434 ___________________________________________________________________ RZ0434 GEOID HEIGHT- -17.83 (meters) GEOID99 RZ0434 RZ0434 VERT ORDER - THIRD RZ0434 RZ0434.The horizontal coordinates were scaled from a topographic map and have RZ0434.an estimated accuracy of +/- 6 seconds. RZ0434 RZ0434.The orthometric height was computed from unverified reset data. RZ0434 RZ0434.The geoid height was determined by GEOID99. RZ0434 RZ0434; North East Units Estimated Accuracy RZ0434;SPC ID W - 566,230. 727,410. MT (+/- 180 meters Scaled) RZ0434 RZ0434 SUPERSEDED SURVEY CONTROL RZ0434 RZ0434.No superseded survey control is available for this station. RZ0434 RZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM228784(NAD 83) RZ0434_MARKER: DB = BENCH MARK DISK RZ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0434_STAMPING: S 345 RESET 1971 RZ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0434+STABILITY: SURFACE MOTION RZ0434 RZ0434 HISTORY - Date Condition Report By RZ0434 HISTORY - 1971 MONUMENTED NGS RZ0434 RZ0434 STATION DESCRIPTION RZ0434 RZ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 RZ0434'4.4 MI NE FROM TROY. RZ0434'7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM ITS INTERSECTION WITH RZ0434'STATE HIGHWAY 3 IN DEARY, 0.2 MILE NORTHEAST OF THE BRIDGE OVER NORA RZ0434'CREEK, 75 FEET SOUTH-SOUTHEAST OF THE PROPOSED CENTERLINE OF THE NEW RZ0434'HIGHWAY, 36 FEET EAST OF THE CENTER OF A DRIVEWAY INTO A FARMYARD, 4.5 RZ0434'FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND 2 FEET WEST OF A METAL RZ0434'WITNESS POST. THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE RZ0434'POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0436 *********************************************************************** RZ0436 DESIGNATION - T 345 RESET RZ0436 PID - RZ0436 RZ0436 STATE/COUNTY- ID/LATAH RZ0436 USGS QUAD - STANFORD (1994) RZ0436 RZ0436 *CURRENT SURVEY CONTROL RZ0436 ___________________________________________________________________ RZ0436* NAD 83(1986)- 46 45 45. (N) 116 40 44. (W) SCALED RZ0436* NAVD 88 - 828.36 (meters) 2717.7 (feet) RESET RZ0436 ___________________________________________________________________ RZ0436 GEOID HEIGHT- -17.79 (meters) GEOID99 RZ0436 RZ0436 VERT ORDER - THIRD RZ0436 RZ0436.The horizontal coordinates were scaled from a topographic map and have RZ0436.an estimated accuracy of +/- 6 seconds. RZ0436 RZ0436.The orthometric height was computed from unverified reset data. RZ0436 RZ0436.The geoid height was determined by GEOID99. RZ0436 RZ0436; North East Units Estimated Accuracy RZ0436;SPC ID W - 566,610. 729,050. MT (+/- 180 meters Scaled) RZ0436 RZ0436 SUPERSEDED SURVEY CONTROL RZ0436 RZ0436.No superseded survey control is available for this station. RZ0436 RZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM245788(NAD 83) RZ0436_MARKER: DB = BENCH MARK DISK RZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0436_STAMPING: T 345 RESET 1971 RZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0436+STABILITY: SURFACE MOTION RZ0436 RZ0436 HISTORY - Date Condition Report By RZ0436 HISTORY - 1971 MONUMENTED NGS RZ0436 RZ0436 STATION DESCRIPTION RZ0436 RZ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 RZ0436'5.5 MI NE FROM TROY. RZ0436'6.65 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM ITS INTERSECTION WITH RZ0436'STATE HIGHWAY 3 IN DEARY, 1.25 MILES NORTHEAST OF THE BRIDGE OVER NORA RZ0436'CREEK, ON THE EASTERN BANK OF A WIDE RAVINE, ABOUT 12 FEET ABOVE THE RZ0436'CREEK BED AND HALF WAY UP THE SLOPE BETWEEN THE CULTIVATED FIELD AND RZ0436'CREEK BED, 80 FEET SOUTH OF THE PROPOSED CENTERLINE OF THE NEW ROAD, RZ0436'10 FEET NORTH OF THE NORTH EDGE OF A GROVE OF TREES AND 2 FEET RZ0436'NORTHEAST OF A METAL WITNESS POST. THE MARK IS A STANDARD DISK SET IN RZ0436'A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0438 *********************************************************************** RZ0438 DESIGNATION - Z 345 RESET RZ0438 PID - RZ0438 RZ0438 STATE/COUNTY- ID/LATAH RZ0438 USGS QUAD - STANFORD (1994) RZ0438 RZ0438 *CURRENT SURVEY CONTROL RZ0438 ___________________________________________________________________ RZ0438* NAD 83(1986)- 46 45 57. (N) 116 39 33. (W) SCALED RZ0438* NAVD 88 - 805.03 (meters) 2641.2 (feet) RESET RZ0438 ___________________________________________________________________ RZ0438 GEOID HEIGHT- -17.75 (meters) GEOID99 RZ0438 RZ0438 VERT ORDER - THIRD RZ0438 RZ0438.The horizontal coordinates were scaled from a topographic map and have RZ0438.an estimated accuracy of +/- 6 seconds. RZ0438 RZ0438.The orthometric height was computed from unverified reset data. RZ0438 RZ0438.The geoid height was determined by GEOID99. RZ0438 RZ0438; North East Units Estimated Accuracy RZ0438;SPC ID W - 566,970. 730,560. MT (+/- 180 meters Scaled) RZ0438 RZ0438 SUPERSEDED SURVEY CONTROL RZ0438 RZ0438.No superseded survey control is available for this station. RZ0438 RZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM260791(NAD 83) RZ0438_MARKER: DB = BENCH MARK DISK RZ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0438_STAMPING: Z 345 RESET 1971 RZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0438+STABILITY: SURFACE MOTION RZ0438 RZ0438 HISTORY - Date Condition Report By RZ0438 HISTORY - 1971 MONUMENTED NGS RZ0438 RZ0438 STATION DESCRIPTION RZ0438 RZ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 RZ0438'5.45 MI SW FROM DEARY. RZ0438'5.65 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM ITS INTERSECTION WITH RZ0438'STATE HIGHWAY 3 IN DEARY, 2.25 MILES NORTHEAST OF THE BRIDGE OVER NORA RZ0438'CREEK, ON THE SOUTHEAST SLOPE OF A KNOLL AND ABOUT 4 FEET HIGHER THAN RZ0438'THE FLAT AREA WHICH BEGINS ABOUT 30 FEET SOUTHEAST OF THE MARK, 65 RZ0438'FEET SOUTH OF THE PROPOSED CENTERLINE OF THE NEW ROAD, 50 FEET EAST OF RZ0438'THE CENTER OF A FIELD APPROACH AND 2 FEET NORTH OF A METAL WITNESS RZ0438'POST. THE MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH RZ0438'PROJECTS 4 INCHES. NOTE-- 6.5 MILES NE OF TROY. 1 National Geodetic Survey, Retrieval Date = APRIL 2, 2003 RZ0501 *********************************************************************** RZ0501 DESIGNATION - Z 348 RESET RZ0501 PID - RZ0501 RZ0501 STATE/COUNTY- ID/LATAH RZ0501 USGS QUAD - JULIAETTA (1990) RZ0501 RZ0501 *CURRENT SURVEY CONTROL RZ0501 ___________________________________________________________________ RZ0501* NAD 83(1986)- 46 35 18. (N) 116 41 40. (W) SCALED RZ0501* NAVD 88 - 337.05 (meters) 1105.8 (feet) RESET RZ0501 ___________________________________________________________________ RZ0501 GEOID HEIGHT- -17.85 (meters) GEOID99 RZ0501 RZ0501 VERT ORDER - THIRD RZ0501 RZ0501.The horizontal coordinates were scaled from a topographic map and have RZ0501.an estimated accuracy of +/- 6 seconds. RZ0501 RZ0501.The orthometric height was computed from unverified reset data. RZ0501 RZ0501.The geoid height was determined by GEOID99. RZ0501 RZ0501; North East Units Estimated Accuracy RZ0501;SPC ID W - 547,270. 727,620. MT (+/- 180 meters Scaled) RZ0501 RZ0501 SUPERSEDED SURVEY CONTROL RZ0501 RZ0501.No superseded survey control is available for this station. RZ0501 RZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM234594(NAD 83) RZ0501_MARKER: DB = BENCH MARK DISK RZ0501_SETTING: 30 = RAILROAD EMBANKMENT RZ0501_STAMPING: Z 348 RESET 1962 RZ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY RZ0501 RZ0501 HISTORY - Date Condition Report By RZ0501 HISTORY - 1962 MONUMENTED IDDT RZ0501 RZ0501 STATION DESCRIPTION RZ0501 RZ0501'DESCRIBED BY ID DEPT OF TRANSP 1962 RZ0501'1.0 MI NE FROM JULIAETTA. RZ0501'1.0 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION RZ0501'AT JULIAETTA IN THE NORTH SIDE OF THE RAILROAD EMBANKMENT, 161 FEET RZ0501'WEST OF MILEPOST 114, 15 FEET NORTH OF NORTH RAIL, AND ABOUT 3 FEET RZ0501'LOWER THAN THE RAILS.