1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 RZ0461 *********************************************************************** RZ0461 DESIGNATION - H 346 RZ0461 PID - RZ0461 RZ0461 STATE/COUNTY- ID/LATAH RZ0461 USGS QUAD - GENESEE (1990) RZ0461 RZ0461 *CURRENT SURVEY CONTROL RZ0461 ___________________________________________________________________ RZ0461* NAD 83(1986)- 46 34 06. (N) 116 54 15. (W) SCALED RZ0461* NAVD 88 - 816.905 (meters) 2680.13 (feet) ADJUSTED RZ0461 ___________________________________________________________________ RZ0461 GEOID HEIGHT- -17.99 (meters) GEOID99 RZ0461 DYNAMIC HT - 816.841 (meters) 2679.92 (feet) COMP RZ0461 MODELED GRAV- 980,507.8 (mgal) NAVD 88 RZ0461 RZ0461 VERT ORDER - SECOND CLASS 0 RZ0461 RZ0461.The horizontal coordinates were scaled from a topographic map and have RZ0461.an estimated accuracy of +/- 6 seconds. RZ0461 RZ0461.The orthometric height was determined by differential leveling RZ0461.and adjusted by the National Geodetic Survey in June 1991. RZ0461 RZ0461.The geoid height was determined by GEOID99. RZ0461 RZ0461.The dynamic height is computed by dividing the NAVD 88 RZ0461.geopotential number by the normal gravity value computed on the RZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RZ0461.degrees latitude (g = 980.6199 gals.). RZ0461 RZ0461.The modeled gravity was interpolated from observed gravity values. RZ0461 RZ0461; North East Units Estimated Accuracy RZ0461;SPC ID W - 545,260. 711,520. MT (+/- 180 meters Scaled) RZ0461 RZ0461 SUPERSEDED SURVEY CONTROL RZ0461 RZ0461 NGVD 29 (??/??/92) 815.828 (m) 2676.60 (f) ADJ UNCH 2 0 RZ0461 RZ0461.Superseded values are not recommended for survey control. RZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RZ0461.See file dsdata.txt to determine how the superseded data were derived. RZ0461 RZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM073572(NAD 83) RZ0461_MARKER: DB = BENCH MARK DISK RZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RZ0461_STAMPING: H 346 1952 RZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RZ0461+STABILITY: SURFACE MOTION RZ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RZ0461+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001 RZ0461 RZ0461 HISTORY - Date Condition Report By RZ0461 HISTORY - 1952 MONUMENTED CGS RZ0461 HISTORY - 20011022 GOOD JCLS RZ0461 RZ0461 STATION DESCRIPTION RZ0461 RZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 RZ0461'1.7 MI N FROM GENESEE. RZ0461'1.7 MILES NORTH ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN RZ0461'PACIFIC RAILWAY STATION AT GENESEE, AT THE JUNCTION OF A DRIVEWAY RZ0461'LEADING SOUTHWEST TO THE R.D. STOUT RANCH, 29 FEET SOUTH OF THE CENTER RZ0461'LINE OF THE DRIVEWAY, 26 1/2 FEET WEST OF THE CENTER LINE OF THE RZ0461'HIGHWAY, 6 FEET SOUTH OF A FENCE CORNER POST, 3.0 FEET NORTH OF A RZ0461'WITNESS POST, 1.8 FEET EAST OF THE FENCE, ABOUT 1 FOOT HIGHER THAN THE RZ0461'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT RZ0461'ABOVE THE GROUND. RZ0461 RZ0461 STATION RECOVERY (2001) RZ0461 RZ0461'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 RZ0461'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AC5215 *********************************************************************** AC5215 CBN - This is a Cooperative Base Network Control Station. AC5215 DESIGNATION - MOSCOW CBL 0 AC5215 PID - AC5215 AC5215 STATE/COUNTY- ID/LATAH AC5215 USGS QUAD - MOSCOW EAST (1975) AC5215 AC5215 *CURRENT SURVEY CONTROL AC5215 ___________________________________________________________________ AC5215* NAD 83(1999)- 46 43 32.61601(N) 116 56 55.16873(W) ADJUSTED AC5215* NAVD 88 - 790.524 (meters) 2593.58 (feet) ADJUSTED AC5215 ___________________________________________________________________ AC5215 X - -1,985,191.944 (meters) COMP AC5215 Y - -3,904,804.736 (meters) COMP AC5215 Z - 4,621,479.310 (meters) COMP AC5215 LAPLACE CORR- 5.56 (seconds) DEFLEC99 AC5215 ELLIP HEIGHT- 772.25 (meters) (09/01/00) GPS OBS AC5215 GEOID HEIGHT- -18.20 (meters) GEOID99 AC5215 DYNAMIC HT - 790.459 (meters) 2593.36 (feet) COMP AC5215 MODELED GRAV- 980,506.5 (mgal) NAVD 88 AC5215 AC5215 HORZ ORDER - A AC5215 VERT ORDER - SECOND CLASS II AC5215 ELLP ORDER - THIRD CLASS I AC5215 AC5215.The horizontal coordinates were established by GPS observations AC5215.and adjusted by the National Geodetic Survey in September 2000. AC5215.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC5215.DATUM ITEM on the data sheet items page. AC5215 AC5215.The orthometric height was determined by differential leveling AC5215.and adjusted by the National Geodetic Survey in October 1997. AC5215 AC5215.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5215 AC5215.The Laplace correction was computed from DEFLEC99 derived deflections. AC5215 AC5215.The ellipsoidal height was determined by GPS observations AC5215.and is referenced to NAD 83. AC5215 AC5215.The geoid height was determined by GEOID99. AC5215 AC5215.The dynamic height is computed by dividing the NAVD 88 AC5215.geopotential number by the normal gravity value computed on the AC5215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5215.degrees latitude (g = 980.6199 gals.). AC5215 AC5215.The modeled gravity was interpolated from observed gravity values. AC5215 AC5215; North East Units Scale Converg. AC5215;SPC ID W - 562,803.391 708,375.902 MT 1.00003648 -0 52 22.0 AC5215;UTM 11 - 5,174,687.123 503,923.236 MT 0.99960019 +0 02 14.6 AC5215 AC5215 SUPERSEDED SURVEY CONTROL AC5215 AC5215 ELLIP H (07/24/97) 772.30 (m) GP( ) 1 1 AC5215 NAD 83(1992)- 46 43 32.61411(N) 116 56 55.16933(W) AD( ) B AC5215 ELLIP H (01/22/97) 772.34 (m) GP( ) 4 1 AC5215 NAVD 88 (01/29/98) 790.52 (m) 2593.6 (f) LEVELING 3 AC5215 NAVD 88 (07/24/97) 790.52 (m) 2593.6 (f) LEVELING 3 AC5215 AC5215.Superseded values are not recommended for survey control. AC5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5215.See file dsdata.txt to determine how the superseded data were derived. AC5215 AC5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0392374687(NAD 83) AC5215_MARKER: DQ = CALIBRATION BASE LINE DISK AC5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5215_STAMPING: 0 M 1987 AC5215_MARK LOGO: NGS AC5215_MAGNETIC: N = NO MAGNETIC MATERIAL AC5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5215+STABILITY: SURFACE MOTION AC5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5215+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001 AC5215 AC5215 HISTORY - Date Condition Report By AC5215 HISTORY - 1987 MONUMENTED UID AC5215 HISTORY - 19951010 GOOD NGS AC5215 HISTORY - 19960520 GOOD IDTD AC5215 HISTORY - 19990518 GOOD NGS AC5215 HISTORY - 20011022 GOOD JCLS AC5215 AC5215 STATION DESCRIPTION AC5215 AC5215'DESCRIBED BY UNIVERSITY OF IDAHO 1987 (GW) AC5215'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF MOSCOW, 4.8 KM (3.00 AC5215'MI) EAST OF THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 95, ON AC5215'THE GROUNDS OF THE UNIVERSITY OF IDAHO, COLLEGE OF AGRICULTURE, AC5215'COLLEGE OF FORESTRY FARM. OWNERSHIP--STATE OF IDAHO. POINT OF AC5215'CONTACT-MR. JERRY WILETTE, CIVIL ENGINEERING DEPARTMENT, PHONE AC5215'208-885-6516. REACHED FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE AC5215'HIGHWAY 8 IN SOUTH MOSCOW, GO EAST ON STATE HIGHWAY 8 FOR 2.5 MI (4.0 AC5215'KM) TO A GRAVEL SIDE ROAD LEFT AND THE ENTRANCE TO THE UNIVERSITY OF AC5215'IDAHO AGRICULTURE AND FORESTRY FARM. CONTINUE AHEAD ON STATE HIGHWAY AC5215'8 FOR 0.5 MI (0.8 KM) TO A CROSS ROADS AT THE WEST EDGE OF THE MOSCOW AC5215'ELKS GOLF COURSE. TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.2 MI AC5215'(0.3 KM) TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO WEST ON THE AC5215'GRAVEL ROAD FOR 12 M (39.4 FT) AND TO THE MARK ON THE RIGHT. IT IS AC5215'12.4 M (40.7 FT) WEST OF THE CENTER OF THE MAIN GRAVEL ROAD, 16.5 M AC5215'(54.1 FT) NORTH OF THE GRAVEL ENTRANCE ROAD, 1.4 M (4.6 FT) WEST OF A AC5215'WIRE FENCE AND 1.0 M (3.3 FT) WEST OF A FIBREGLASS WITNESS POST. MARK AC5215'IS A CALIBRATION BASELINE DISK WITH A PUNCH HOLE IN THE TOP SET IN TOP AC5215'OF A 40 CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.1 M (3.6 FT) AND AC5215'FLUSH WITH GROUND SURFACE. DESCRIBED BY B.E. KELLY. AC5215 AC5215 STATION RECOVERY (1995) AC5215 AC5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK) AC5215'RECOVERED AS DESCRIBED. AC5215 AC5215 STATION RECOVERY (1996) AC5215 AC5215'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 AC5215'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF MOSCOW, 4.8 KM (3.00 AC5215'MI) EAST OF THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 95 AND AC5215'IS ON THE UNIVERSITY OF IDAHO, COLLEGE OF AGRICULTURE, COLLEGE OF AC5215'FORESTY FARM. OWNERSHIP--STATE OF IDAHO. JERRY WILETTE, CIVIL AC5215'ENGINEERING DEPARTMENT 208-885-6516. REACHED FROM THE JUNCTION OF AC5215'STATE HIGHWAY 8 AND U.S. HIGHWAY 95 IN MOSCOW, GO EAST ON STATE AC5215'HIGHWAY 8 FOR 4.0 KM (2.50 MI) TO A GRAVEL SIDE ROAD LEFT AND THE AC5215'ENTRANCE TO THE UNIVERSITY OF IDAHO AGRICULTURE AND FORESTRY FARM. AC5215'CONTINUE AHEAD EAST ON STATE HIGHWAY 8 FOR 0.8 KM (0.50 MI) TO A CROSS AC5215'ROADS AT THE WEST EDGE OF THE MOSCOW ELKS GOLF COURSE. TURN LEFT AND AC5215'GO NORTH ON A GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO A GRAVEL SIDE ROAD AC5215'LEFT. TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR ABOUT 12.0 M (39.4 AC5215'FT) AND THE MARK ON THE RIGHT. LOCATED 12.4 M (40.7 FT) WEST OF THE AC5215'CENTER OF THE MAIN GRAVEL ROAD (NORTH-SOUTH) , 16.5 M (54.1 FT) NORTH AC5215'OF THE CENTER OF THE GRAVEL ENTRANCE ROAD, 1.4 M (4.6 FT) WEST OF A AC5215'WIRE FENCE AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. MARK AC5215'IS A CALIBRATION BASE LINE DISK WITH A PUNCH HOLE IN TOP AND SET IN AC5215'TOP OF A 40.0 CM IN DIAMETER CONCRETE POST TO A DEPTH OF 1.1 M (3.6 AC5215'FT) AND FLUSH WITH THE GROUND SURFACE. AC5215 AC5215 STATION RECOVERY (1999) AC5215 AC5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM) AC5215'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST OF MOSCOW, ON THE AC5215'PROPERTY OF THE UNIVERSITY OF IDAHO COLLEGE OF AGRICULTURE, ON THE AC5215'WEST SIDE OF MILL ROAD AND 0.32 KM (0.20 MI) NORTH OF THE JUNCTION OF AC5215'STATE HIGHWAY 8. OWNERSHIP--UNIVERSITY OF IDAHO COLLEGE OF AC5215'AGRICULTURE. CONTACT IS DR. JIM MILLIGAN, ENGINEERING DEPARTMENT, AC5215'PHONE 208-885-6516. TO REACH THE STATION FROM THE JUNCTION OF US AC5215'HIGHWAY 95 AND STATE HIGHWAY 8 EAST IN THE SOUTH SECTION OF MOSCOW, GO AC5215'EAST ON STATE HIGHWAY 8 FOR 4.82 KM (3.00 MI) TO THE JUNCTION OF MILL AC5215'ROAD ON THE LEFT. TURN LEFT, NORTH ON MILL ROAD FOR 0.32 KM (0.20 MI) AC5215'TO THE STATION ON THE LEFT, ON THE NORTH SIDE OF A GRAVEL ROAD LEADING AC5215'WEST. THE STATION IS SET IN TOP OF A 40 CM CONCRETE POST FLUSH WITH AC5215'GROUND AND ABOUT 0.9 M (3.0 FT) BELOW THE SURFACE OF MILL ROAD. AC5215'LOCATED 21.73 M (71.29 FT) SOUTH OF A POWER POLE WITH GUY WIRE, 16.15 AC5215'M (52.99 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 10.76 M (35.30 AC5215'FT) NORTH-NORTHEAST OF THE NORTH END OF A PIPE CULVERT UNDER THE AC5215'GRAVEL ROAD, 9.60 M (31.50 FT) WEST OF THE CENTER OF MILL ROAD AND AC5215'1.16 M (3.81 FT) WEST OF A FIBERGLASS WITNESS POST. AC5215 AC5215 STATION RECOVERY (2001) AC5215 AC5215'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 AC5215'RECOVERED IN GOOD CONDITION.