STATE OF IDAHO CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ATHOL IDAHO KOOTENAI N471164 BOISE (1980) IDAHO ADA N431161 BOISE (1990) VERIFIED IDAHO ADA N431161 BOISE (2003) REMEASURED IDAHO ADA N431161 IDAHO FALLS (1990) IDAHO BONNEVILLE N431114 IDAHO FALLS (2003) REMEASURED IDAHO BONNEVILLE N431114 IDAHO FALLS WEST IDAHO BONNEVILLE N431121 MOSCOW (1987) IDAHO LATAH N461164 MOSCOW (2003) REMEASURED IDAHO LATAH N461164 POCATELLO IDAHO POWER N421124 TWIN FALLS IDAHO JEROME N421141 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471164 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ATHOL IDAHO ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16586 KOOTENAI COUNTY LIST OF ADJUSTED DISTANCES (APRIL 9, 1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 747.980 150 748.170 149.9998 149.9999 0.1 0 747.980 440 745.812 439.9897 439.9950 0.4 0 747.980 1060 748.386 1060.0113 1060.0114 0.6 150 748.170 440 745.812 290.0137 290.0233 0.4 150 748.170 1060 748.386 910.0115 910.0115 0.5 440 745.812 1060 748.386 620.1005 620.1059 0.4 **************************************************************************************************************************** * THE ATHOL BASE LINE IS A BROKEN BASE LINE WITH THE 440 METER POINT OFF LINE RELATIVE TO THE OTHER METER POINTS. THE * * ADJUSTED DISTANCES TO THE 440 METER POINT ARE FROM MONUMENT TO MONUMENT; THEY ARE NOT LENGTHS PROJECTED ON LINE WITH THE * * OTHER MONUMENTS. THE ANGLES FROM THE ON LINE POINTS TO THE 440 METER POINT ARE AS FOLLOWS: 440-0-1060 = 000 DEG 49 MIN * * 51 SEC; 440-150-1060 = 0001 DEG 15 MIN 32 SEC; AND 440-1060-0 = 000 DEG 35 MIN 25 SEC. * **************************************************************************************************************************** DESCRIPTION OF ATHOL BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 37.6 K (23.4 MI) SOUTH OF SANDPOINT, 31.4 K (19.5 MI) NORTH OF COEUR D'ALENE, 10.0 K (6.2 MI) SOUTHWEST OF BAYVIEW, 5.1 K (3.2 MI) WEST OF FARRAGUT STATE PARK, AND 1.6 K (1.0 MI) EAST OF ATHOL ALONG THE SOUTH SIDE OF IDAHO STATE HIGHWAY 54. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 95 AND IDAHO STATE HIGHWAY 54 IN ATHOL, GO EAST ON STATE HIGHWAY 54 FOR 1.4 K (0.9 MI) TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED. TO REACH THE 150 METER POINT, CONTINUE EAST ON HIGHWAY 54 FOR 0.16 K (0.1 MI) TO THE MARK ON THE RIGHT ABOUT 13.8 M (45.3 FT) SOUTH OF CENTER LINE OF HIGHWAY. TO REACH 440 METER POINT, CONTINUE EAST ON THE HIGHWAY FOR 0.24 K (0.15 MI) TO THE MARK ON THE RIGHT ABOUT 8.53 M (28.0 FT) SOUTH OF CENTER LINE OF HIGHWAY. TO REACH 1060 METER POINT, CONTINUE EAST ON THE HIGHWAY FOR 0.64 K (0.4 MI) TO THE MARK ON THE RIGHT ABOUT 11.77 M (38.6 FT) SOUTH OF CENTER LINE OF HIGHWAY. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 440, AND 1060 METER POINTS WITH MARKS FOR THE CALIBRATION OF 100 AND 200 FOOT TAPES SET ON LINE EAST OF THE 0 METER POINT. THE 440 METER POINT IS SET OFF LINE ABOUT ONE DEGREE. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 47.3 M (155.0 FT) N FROM BARBED WIRE FENCE, 10.95 M (35.9 FT) S FROM CENTER LINE OF HIGHWAY 54, AND 4.4 M (14.4 FT) S OF SOUTH EDGE OF HIGHWAY. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS AND NOT STAMPED AT THIS TIME. WITNESS POSTS ARE GOING TO BE SET BY EACH MARK. ALL OF THE MARKS ARE SET ON THE SOUTH SIDE OF HIGHWAY 54. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND IDAHO TRANSPORTATION DEPARTMENT. FOR FURTHER INFORMATION, CONTACT U.S. FOREST SERVICE, IDAHO PANHANDLE NATIONAL FORESTS, FOREST LAND SURVEYOR, 1201 IRONWOOD DRIVE, COEUR D'ALENE, ID 83814. TELEPHONE (208) 765-7427. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431161 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BOISE IDAHO ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16586 ADA COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 9, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 868.58 150 869.30 149.9869 149.9886 .3 0 868.58 430 871.93 429.9935 430.0065 .5 0 868.58 1400 883.92 1399.9900 1400.0740 .7 150 869.30 430 871.93 280.0066 280.0189 .4 150 869.30 1400 883.92 1250.0030 1250.0885 .6 430 871.93 1400 883.92 969.9963 970.0704 .4 DESCRIPTION OF BOISE BASE LINE YEAR MEASURED: 1980 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 1.5 MILES SOUTH OF BOISE, 1 MILE SOUTH OF INTERSTATE HIGHWAY 84, ON THE SOUTH SIDE OF GOWEN FIELD, AND JUST NORTH OF, AND PARALLEL TO GOWEN ROAD. TO REACH FROM THE INTERSECTION OF GOWEN ROAD AND INTERSTATE HIGHWAY 84, 3 MILES SOUTHEAST OF BOISE, GO WEST ON GOWEN ROAD FOR 1.75 MILES TO THE 1400 METER POINT, WHICH IS SET ON THE WEST CREST OF A HILL. CONTINUE WEST FOR 0.87 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS 43.7 METERS NORTH OF THE CENTERLINE OF GOWEN ROAD, 31.0 METERS NORTHEAST OF A POWER POLE, 18.6 METERS NORTH- NORTHWEST OF A 2-CENTIMETER SQUARE FENCE POST, AND 18.1 METERS NORTH OF THE FENCE. ALL THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 15-CENTIMETER DIAMETER CONCRETE MONUMENTS AND FLUSH WITH THE GROUND. THERE IS NO STAMPING ON THE DISKS AT THIS TIME. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT AT THE WEST END. IT CONSISTS OF 0, 150, 430, AND 1400 METER POINTS. THE BASE LINE WAS SET IN CONJUNCTION WITH THE IDAHO SOCIETY OF LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT DONALD C. MCCARTER, MCCARTER AND TULLER, INCORPORATED, 327 NORTH 27TH STREET, BOISE, IDAHO 83702. HIS PHONE NUMBER IS (208) 344-0676. DESCRIPTION OF: BOISE BASE LINE YEAR MEASURED: 1980 YEAR VERIFIED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTH OF BOISE AND 2.4 KM (1.5 MI) SOUTHEAST OF BOISE MUNICIPAL AIRPORT (GOWEN FIELD). THE BASE LINE RUNS PARALLEL TO, AND ALONG THE NORTH SIDE OF GOWEN ROAD. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND GOWEN ROAD (EXIT 57), GO WEST ON GOWEN ROAD FOR 2.7 KM (1.68 MI) TO THE INTERSECTION OF BROADWAY AVENUE ON THE LEFT. CONTINUE WEST ON GOWEN ROAD FOR 30 M (98 FT) TO THE 1400-METER POINT IN THE FIELD ON THE RIGHT, SET ON THE WESTERN CREST OF THE HILL. CONTINUE WEST ON GOWEN ROAD FOR 1.4 KM (0.9 MI) TO THE 0-METER POINT IN THE FIELD ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 0" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.6 M (143.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 31.2 M (102.4 FT) NORTHEAST OF A POWERLINE POLE, 18.1 M (59.4 FT) NORTH OF A BARDED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA 150" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.9 M (144.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 18.1 M (59.4 FT) NORTH OF A BARBED WIRE FENCE, AND 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 430" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 44.0 M (144.4 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 30.0 M (98.4 FT) NORTHWEST OF A POWERLINE POLE, 18.3 M (60.0 FT) NORTH OF A BARBED WIRE FENCE, AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 1400" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 45.4 M (149.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 22.0 M (72.2 FT) NORTH OF A POWERLINE POLE, 19.1 M (62.7 FT) NORTH OF A BARBED WIRE FENCE, AND 0.8 M (2.6 FT) SOUTH OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE IDAHO SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT MCCARTER AND TULLER, INCORPORATED, 327 NORTH 27TH STREET, BOISE, ID 83702. TELEPHONE (208) 344-0676. OR CONTACT MR. BERNARD E. KELLY, STATE OF IDAHO, DIVISION OF HIGHWAYS, P.O. BOX 7129, BOISE, IDAHO 83707. TELEPHONE (208) 334-8476. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431161 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BOISE CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 ADA COUNTY NEAREST TOWN: BOISE LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) STA. 0 868.580 STA 150 869.300 149.9838 149.9855 .1 STA. 0 868.580 STA. 430 871.930 429.9912 430.0042 .2 STA. 0 868.580 STA. 1400 883.920 1399.9829 1400.0669 .3 STA 150 869.300 STA. 430 871.930 280.0074 280.0197 .1 STA 150 869.300 STA. 1400 883.920 1249.9990 1250.0845 .2 STA. 430 871.930 STA. 1400 883.920 969.9916 970.0657 .1 DESCRIPTION OF BOISE BASE LINE YEAR MEASURED: 1980 YEAR REMEASURED: 2003 AZIMUTH: 104 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTH OF BOISE AND 2.4 KM (1.5 MI) SOUTHEAST OF BOISE MUNICIPAL AIRPORT (GOWEN FIELD). THE BASE LINE RUNS PARALLEL TO, AND ALONG THE NORTH SIDE OF GOWEN ROAD. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND GOWEN ROAD (EXIT 57), GO WEST ON GOWEN ROAD FOR 2.7 KM (1.68 MI) TO THE INTERSECTION OF BROADWAY AVENUE ON THE LEFT. CONTINUE WEST ON GOWEN ROAD FOR 30 M (98 FT) TO THE 1400-METER POINT IN THE FIELD ON THE RIGHT, SET ON THE WESTERN CREST OF THE HILL. CONTINUE WEST ON GOWEN ROAD FOR 1.4 KM (0.9 MI) TO THE 0-METER POINT IN THE FIELD ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 0" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.6 M (143.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 31.2 M (102.4 FT) NORTHEAST OF A POWER LINE POLE, 18.1 M (59.4 FT) NORTH OF A BARBED WIRE FENCE, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA 150" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.9 M (144.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 18.1 M (59.4 FT) NORTH OF A BARBED WIRE FENCE, AND 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 430" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 44.0 M (144.4 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 30.0 M (98.4 FT) NORTHWEST OF A POWER LINE POLE, 18.3 M (60.0 FT) NORTH OF A BARBED WIRE FENCE, AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "STA. 1400" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 45.4 M (149.0 FT) NORTH OF THE CENTERLINE OF GOWEN ROAD, 22.0 M (72.2 FT) NORTH OF A POWER LINE POLE, 19.1 M (62.7 FT) NORTH OF A BARBED WIRE FENCE, AND 0.8 M (2.6 FT) SOUTH OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. YOU MUST NOTIFY AIRPORT OPERATIONSAND SECURITY POLICE AT (208)422-5366 PRIOR TO ACCESSING THE BOISE CALIBRATION BASE LINE AS A SECURITY PRECAUTION. 1POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 43 33 04.0 W 116 12 38.1 150 N 43 33 02.7 W 116 12 31.8 430 N 43 33 00.7 W 116 12 19.6 1400 N 43 32 53.4 W 116 11 37.4 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE IDAHO SOCIETY OF LAND SURVEYORS. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS AND THE IDAHO TRANSPORTATION DEPARTMENT FOR MORE INFORMATION CONTACT: LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT DISTRICT 3, 8150 CHINDEN BOULEVARD, P.O. BOX 8028, BOISE, ID 83707-2028; PHONE (208)334-8336 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431114 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: IDAHO FALLS CBL IDAHO ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 16586 BONNEVILLE COUNTY NEAREST TOWN: IDAHO FALLS LIST OF ADJUSTED DISTANCES (JUNE 21, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1458.000 150 1458.481 150.0009 150.0017 0.1 0 1458.000 430 1459.728 429.9921 429.9956 0.3 0 1458.000 1400 1462.931 1400.0017 1400.0103 0.4 150 1458.481 430 1459.728 279.9912 279.9940 0.3 150 1458.481 1400 1462.931 1250.0008 1250.0087 0.4 430 1459.728 1400 1462.931 970.0095 970.0148 0.3 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF: IDAHO FALLS BASE LINE YEAR MEASURED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHEAST OF IDAHO FALLS, 6.4 KM (4.0 MI) SOUTH OF UCON, AND 0.6 KM (0.4 MI) NORTHEAST OF BEACH'S CORNER. IT LIES APPROXIMATELY PARALLEL TO AND ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 26. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400- METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED NORTHEAST OF AND APPROXIMATELY ON LINE WITH THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 118) AND U.S. HIGHWAY 20 WEST (BROADWAY)IN IDAHO FALLS, GO SOUTHEAST ON BROADWAY FOR 0.8 KM (0.5 MI) TO THE BRIDGE OVER THE SNAKE RIVER. CONTINUE AHEAD ON BROADWAY FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF N. YELLOWSTONE AVENUE (U.S. HIGHWAY 26). TURN LEFT AND GO NORTHEAST ON N. YELLOWSTONE AVE.(HWY 26) FOR 5.5 KM (3.4 MI) TO A RAILROAD CROSSING. CONTINUE NORTHEAST ON HIGHWAY 26 FOR 2.8 KM (1.75 MI) TO THE INTERSECTION OF STATE HIGHWAY 43 ON THE LEFT. CONTINUE STRAIGHT AHEAD, NORTHEAST ON HIGHWAY 26 FOR 0.6 KM (0.4 MI) TO THE 0-METER POINT ON THE RIGHT, JUST PAST THE ENTRANCE TO EGAN'S GREENHOUSE. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 7 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 16.0 M (52.5 FT) NORTHEAST OF THE CENTERLINE OF THE GRAVEL DRIVEWAY LEADING TO EGAN'S GREENHOUSE, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) WEST OF A CHAIN LINK FENCE CORNER POST, 4.3 M (14.1 FT) NORTHWEST OF A CHAIN LINK FENCE, AND 4.3 M (14.1 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 4.5 M (14.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 27.3 M (89.6 FT) SOUTHWEST OF A GRAVEL DRIVEWAY LEADING TO A SMALL BROWN HOUSE, 16.8 M (55.1 FT) NORTHEAST OF A POWER LINE POLE, 13.4 M (44.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 4.9 M (16.1 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.3 M (89.6 FT) NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 14.3 M (46.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTHWEST OF A POWER LINE POLE, 4.0 M (13.1 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 3.9 M (12.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100.00 FT) NORTHEAST OF THE 0-METER POINT, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF A HIGHWAY DISTANCE SIGN (FOR RIRIE, SWAN VALLEY, AND JACKSON), 5.9 M (19.4 FT) SOUTHWEST OF A POWER LINE POLE, AND 3.4 M (11.2 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN SECTION OF THE IDAHO ASSOCIATION OF LAND SURVEYORS, AND THE CITY OF IDAHO FALLS, IDAHO. FOR MORE INFORMATION CONTACT MR. KENT HARKER, CITY OF IDAHO FALLS, 380 CONSTITUTION WAY, P.O. BOX 50220, IDAHO FALLS, IDAHO 83405. TELEPHONE (208) 529-1255. OR CONTACT MR. BERNARD E. KELLY, STATE OF IDAHO, DIVISION OF HIGHWAYS, P.O. BOX 7129, BOISE, IDAHO 83707. TELEPHONE (208) 334-8476. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431114 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: IDAHO FALLS CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 BONNEVILLE COUNTY NEAREST TOWN: IDAHO FALLS LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1990 1458.000 150 M 1990 1458.481 149.9997 150.0004 .1 0 M 1990 1458.000 430 M 1990 1459.728 429.9899 429.9933 .1 0 M 1990 1458.000 1400 M 1990 1462.931 1399.9968 1400.0055 .2 150 M 1990 1458.481 430 M 1990 1459.728 279.9902 279.9930 .1 150 M 1990 1458.481 1400 M 1990 1462.931 1249.9971 1250.0051 .1 430 M 1990 1459.728 1400 M 1990 1462.931 970.0070 970.0123 .1 DESCRIPTION OF: IDAHO FALLS CBL YEAR MEASURED: 1990 YEAR REMEASURED: 2003 AZIMUTH: 40 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHEAST OF IDAHO FALLS, 6.4 KM (4.0 MI) SOUTH OF UCON, AND 0.6 KM (0.4 MI) NORTHEAST OF BEACH'S CORNER. IT LIES APPROXIMATELY PARALLEL TO AND ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 26. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400- METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED NORTHEAST OF AND APPROXIMATELY ON LINE WITH THE 0-METER POINT. A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. (NOT REMEASURED IN 2003) TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 118) AND U.S. HIGHWAY 20 WEST (BROADWAY)IN IDAHO FALLS, GO SOUTHEAST ON BROADWAY FOR 0.8 KM (0.5 MI) TO THE BRIDGE OVER THE SNAKE RIVER. CONTINUE AHEAD ON BROADWAY FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF N. YELLOWSTONE AVENUE (U.S. HIGHWAY 26). TURN LEFT AND GO NORTHEAST ON N. YELLOWSTONE AVE.(HWY 26) FOR 5.5 KM (3.4 MI) TO A RAILROAD CROSSING. CONTINUE NORTHEAST ON HIGHWAY 26 FOR 2.8 KM (1.75 MI) TO THE INTERSECTION OF STATE HIGHWAY 43 ON THE LEFT. CONTINUE STRAIGHT AHEAD, NORTHEAST ON HIGHWAY 26 FOR 0.6 KM (0.4 MI) TO THE 0-METER POINT ON THE RIGHT, JUST PAST THE ENTRANCE TO EGAN'S GREENHOUSE. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 7 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 16.0 M (52.5 FT) NORTHEAST OF THE CENTERLINE OF THE GRAVEL DRIVEWAY LEADING TO EGAN'S GREENHOUSE, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) WEST OF A CHAIN LINK FENCE CORNER POST, 4.3 M (14.1 FT) NORTHWEST OF A CHAIN LINK FENCE, AND 4.3 M (14.1 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 4.5 M (14.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 27.3 M (89.6 FT) SOUTHWEST OF A GRAVEL DRIVEWAY LEADING TO A SMALL BROWN HOUSE, 16.8 M (55.1 FT) NORTHEAST OF A POWER LINE POLE, 13.4 M (44.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 4.9 M (16.1 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.3 M (89.6 FT) NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 14.3 M (46.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTHWEST OF A POWER LINE POLE, 4.0 M (13.1 FT) NORTHWEST OF A BARBED WIRE FENCE, AND 3.9 M (12.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1990" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100.00 FT) NORTHEAST OF THE 0-METER POINT, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF A HIGHWAY DISTANCE SIGN (FOR RIRIE, SWAN VALLEY, AND JACKSON), 5.9 M (19.4 FT) SOUTHWEST OF A POWER LINE POLE, AND 3.4 M (11.2 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 43 32 39.7 W 111 57 31.0 150 N 43 32 42.6 W 111 57 25.8 430 N 43 32 48.4 W 111 57 16.2 1400 N 43 33 08.5 W 111 56 43.1 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN SECTION OF THE IDAHO ASSOCIATION OF LAND SURVEYORS, AND THE CITY OF IDAHO FALLS, IDAHO. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE IDAHO TRANSPORTATION DEPARTMENT, CITY OF IDAHO FALLS, IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS, AND THE IDAHO NATIONAL ENGINEERING AND ENVIRONMENTAL LABORATORY. FOR MORE INFORMATION PLEASE CONTACT LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT DISTRICT 6, 206 NORTH YELLOWSTONE HIGHWAY, P.O. BOX 97, RIGBY, ID 83442-0097, PHONE (208)745-5677. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431121 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: IDAHO FALLS WEST CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 BONNEVILLE COUNTY NEAREST TOWN: IDAHO FALLS LIST OF ADJUSTED DISTANCES (11/07/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2005 1549.940 150 M 2005 1547.539 149.9404 149.9596 .1 0 M 2005 1549.940 430 M 2005 1548.411 429.9672 429.9699 .2 0 M 2005 1549.940 1400 M 2005 1557.847 1399.9354 1399.9577 .2 150 M 2005 1547.539 430 M 2005 1548.411 280.0267 280.0281 .1 150 M 2005 1547.539 1400 M 2005 1557.847 1249.9946 1250.0371 .2 430 M 2005 1548.411 1400 M 2005 1557.847 969.9677 970.0136 .1 DESCRIPTION OF: IDAHO FALLS WEST CBL YEAR MEASURED: 2005 AZIMUTH: 285 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 26.2 KM (16.3 MI) WEST-NORTHWEST OF IDAHO FALLS. IT LIES APPROXIMATELY PARALLEL TO AND ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 20 BETWEEN HIGHWAY MILE POSTS 290 AND 291. THE BASE LINE IS A WEST-NORTHWEST-EAST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE EAST-SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 118) AND U.S. HIGHWAY 20 WEST (BROADWAY) IN IDAHO FALLS, GO WEST ON HIGHWAY 20 (BROADWAY) FOR 21.2 KM (13.3 MI) TO THE INTERSECTION OF 135TH WEST. CONTINUE AHEAD ON HIGHWAY 20 FOR 4.3 KM (2.7 MI) TO A HISTORICAL SITE AND HIGHWAY PULL OUT FOR THE ELEPHANT HUNTER HISTORICAL SIGN. CONTINUE AHEAD ON HIGHWAY 20 FOR 0.5 KM (0.3 MI) TO HIGHWAY MILEPOST 191 AND THE 0-METER POINT ON THE RIGHT ON TOP OF A LOW LAVA ROCK HIGHWAY CUT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 2005" SET IN A DRILL HOLE NEAR THE SOUTHERN EDGE OF A LOW EXPOSURE OF LAVA OUTCROP. IT IS 50.4 M (165.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.6 M (64.3 FT) SOUTHWEST OF A UTILITY POLE, 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF THE HIGHEAST POINT OF THE LOW LAVA OUTCROP, AND 2.1 M (6.9 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 51.5 M (169.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45.1 M (148.0 FT) NORTH-NORTHEAST OF THE NORTH END OF A 70 CM CORRUGATED METAL CULVERT UNDER THE HIGHWAY, 12.9 M (42.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 16800, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 53.2 M (174.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 85.6 M (280.8 FT) EAST OF THE CENTER OF A PROMINENT TRACK ROAD LEADING NORTH ACROSS COUNTRY, 52.2 M (171.2 FT) WEST-SOUTHWEST OF THE SECOND UTILITY POLE EAST OF THE TRACK ROAD LEADING NORTH, 28.4 M (93.2 FT) EAST-SOUTHEAST OF THE FIRST UTILITY POLE EAST OF THE TRACK ROAD, AND 1.1 M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 58.9 M (193.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT) EAST-SOUTHEAST OF A UTILITY POLE, 2.0 M (6.6 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.1 M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 43 32 41.3 W 112 21 40.8 150 N 43 32 42.4 W 112 21 47.3 430 N 43 32 44.6 W 112 21 59.4 1400 N 43 32 51.9 W 112 22 41.4 THIS CALIBRATION BASE LINE WAS ESTABLISHED THROUGH THE DIRECTION OF THE IDAHO TRANSPORTATION DEPARTMENT, DISTRICT 6, WHO PROVIDED MATERIALS AND PERSONNEL IN CONJUNCTION WITH THE EASTERN SECTION OF THE IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS, AND THE IDAHO NATIONAL LABORATORY. FOR MORE INFORMATION PLEASE CONTACT LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT, DISTRICT 6, 206 NORTH YELLOWSTONE HIGHWAY, P.O. BOX 97, RIGBY, IDAHO 83442-0097, PHONE: (208) 745-5677. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461164 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MOSCOW IDAHO ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G16586 LATAH COUNTY NEAREST TOWN: MOSCOW LIST OF ADJUSTED DISTANCES (OCTOBER 16, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 805.000 150 806.279 149.9984 150.0039 0.1 0 805.000 430 810.196 429.9578 429.9892 0.5 0 805.000 1020 822.088 1019.8933 1020.0364 0.7 150 806.279 430 810.196 279.9594 279.9868 0.5 150 806.279 1020 822.088 869.8948 870.0384 0.7 430 810.196 1020 822.088 589.9353 590.0552 0.5 DESCRIPTION OF MOSCOW BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 4.8 KM (3.0 MI) EAST OF MOSCOW, 4.8 KM (3.0 MI) EAST OF THE JUNCTION OF U.S.ROUTE 95 AND STATE ROUTE 8, AND IS SET ON THE UNIVERSITY OF IDAHO, COLLEGE OF AGRICULTURE, COLLEGE OF FORESTRY FARM. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S.ROUTE 95 AND STATE ROUTE 8 IN SOUTH MOSCOW, GO 4.0 KM (2.5 MI) EAST ON STATE ROUTE 8 TO THE GRAVEL ENTRANCE ROAD LEFT OF THE UNIVERSITY OF IDAHO AGRICULTURE AND FORESTRY FARM. CONTINUE STRAIGHT ON STATE ROUTE 8 FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF A GRAVEL ROAD AT THE WEST EDGE OF THE MOSCOW ELKS GOLF COURSE. TURN LEFT ON THE GRAVEL ROAD AND GO NORTH FOR 0.32 KM (0.2 MI) TO A GRAVEL SIDE ROAD LEFT. TURN LEFT ON THE GRAVEL SIDE ROAD AND THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND 1020 METER POINT WITH A 100 FOOT TAPE STATION SET OFF-LINE AND NORTH OF THE 0 METER POINT. ALL POINTS ARE SET ON A WEST-SOUTHWEST LINE FROM THE 0 METER POINT RUNNING DIAGONALLY ACROSS THE EAST-WEST GRAVEL ROAD, PLOWED FIELDS, CLEARING THROUGH THE TREES, AND THROUGH AN ORCHARD TOWARDS A GREEN ROOF BARN AND THE 1020 METER POINT AT THE SOUTHWEST CORNER OF THE ORCHARD. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "0 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, AND SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METER (3.3 FT) WEST OF WITNESS POST, 1.4 METERS (4.6 FT) WEST OF A WIRE FENCE, 12.4 METERS (40.7 FT) WEST OF THE MAIN GRAVEL ROAD CENTERLINE, AND 16.5 METERS (54.1 FT) NORTH OF THE GRAVEL ENTRANCE ROAD CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "150 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METER (3.3 FT) NORTH OF A WITNESS POST, 2.0 METERS (6.6 FT) WEST OF A DIRT TRACK ROAD CENTERLINE, AND 22.0 METERS (72.2 FT) SOUTH OF THE GRAVEL ENTRANCE ROAD CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "430 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND, 1.0 METERS NORTH OF A WITNESS POST, AND 17.0 METERS (55.8 FT) EAST OF A DIRT TRACK ROAD. THE 1020 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "1020 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN THE TOP OF 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METER (3.3 FT) EAST OF A WITNESS POST, 5.8 METERS (19.0 FT) NORTH WOOD FENCE, AND 6.2 METERS (20.3 FT) EAST OF A WIRE FENCE. THE 100 FT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE, STAMPED "100 FT 1987", WITH A PUNCH MARK ON THE SOUTH EDGE OF THE DISC, SET IN A 40 CM (16 IN) DIAMETER CONCRETE POST, 1.0 METER (3.3 FT) WEST OF A WITNESS POST, 2.0 METERS (6.6 FT) WEST OF A WIRE FENCE, 9.4 METERS (30.8 FT) NORTH OF A TELEPHONE POLE, AND 12.4 METERS (40.7 FT) WEST OF THE MAIN GRAVEL ROAD CENTER-LINE. USER NOTES: CARE SHOULD BE TAKEN TO PLUMB OVER PUNCH MARKS ON ALL POINTS. ELEVATION AT 0 METER POINT SCALED AND ALL POINT ELEVATIONS FOR BASELINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE UNIVERSITY OF IDAHO AND THE IDAHO ASSOCIATION OF LAND SURVEYORS. FOR MORE INFORMATION, PLEASE CONTACT MR. JERRY WILETTE, CIVIL ENGINEERING DEPT., UNIVERSITY OF IDAHO, MOSCOW, IDAHO, 83843, TELEPHONE (208) 885-6516. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461164 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MOSCOW CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 LATAH COUNTY NEAREST TOWN: MOSCOW LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1987 805.000 150 M 1987 806.279 149.9927 149.9981 .1 0 M 1987 805.000 430 M 1987 810.196 429.9498 429.9812 .1 0 M 1987 805.000 1020 M 1987 822.088 1019.8823 1020.0255 .2 150 M 1987 806.279 430 M 1987 810.196 279.9571 279.9845 .1 150 M 1987 806.279 1020 M 1987 822.088 869.8895 870.0332 .1 430 M 1987 810.196 1020 M 1987 822.088 589.9324 590.0522 .1 DESCRIPTION OF MOSCOW BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED:2003 AZIMUTH: 240 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1020 METER POINTS WITH A 100-FOOT CALIBRATION STATION LOCATED NORTH OF THE 0 M POINT (NOT MEASURED THIS SURVEY). TO REACH THE 0-METER POINT FROM THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 8 EAST LOCATED ON THE SOUTH SIDE OF MOSCOW. GO EAST ON STATE HIGHWAY 8 FOR 3.9 KM (2.4 MI) TO THE JUNCTION OF LUNDQUIST LANE ON THE LIFT FOR ACCESS TO THE 1020 METER POINT WHICH IS 0.2 KM (0.15 MI) TO THE NORTH, CONTINUE AHEAD, EAST ON HIGHWAY 8 FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF MILL ROAD ON THE WEST EDGE OF THE MOSCOW ELKS GOLF CLUB. TURN LEFT, NORTH ON MILL ROAD FOR 0.32 KM (0.2 MI) TO THE 0 METER POINT ON THE LEFT ON THE NORTH SIDE OF THE MAIN GRAVEL ROAD LEADING WEST TO THE UNIVERSITY OF IDAHO COLLEGE OF AGRICULTURE. THE 0-METER POINT IS A NGS CBL DISK STAMPED 0 M 1987 SET IN THE TOP OF A 40 CM (16 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.73 M (71.29 FT) SOUTH OF A POWER POLE WITH A GUY WIRE, 16.15 M (52.99 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 10.76 M (35.30 FT) NORTH-NORTHEAST OF THE NORTH END OF A PIPE CULVERT UNDER THE GRAVEL ROAD, 9.60 M (31.50 FT) WEST OF THE CENTER OF MILL ROAD AND 1.16 M (3.81 FT) WEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A NGS CBL DISK STAMPED 150 M 1987 SET IN THE TOP IF A 40 CM (16 IN) DIAMETER ROUND CONCRETE POST PROJECTING 4 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 22.0 M (72.2 FT) SOUTH OF THE CENTER OF THE MAIN EAST-WEST GRAVEL ROAD, 16.9 M (55.4 FT) SOUTH OF THE WEST END OF A 25 CM METAL CULVERT PIPE UNDER A TRACK ROAD LEADING SOUTH BETWEEN CULTIVATED FIELDS, 2.0 M (6.6 FT) WEST OF THE CENTER OF THE TRACK ROAD. THE 430-METER POINT IS A NGS CBL DISK STAMPED 430 M 1987 SET IN THE TOP OF A 40 CM (16 IN) DIAMETER, ROUND CONCRETE POST PROJECTING 4 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 90.5 M (297.0 FT) SOUTH OF THE CENTER OF THE MAIN EAST-WEST GRAVEL ROAD, 17.7 M (58.0 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH BETWEEN EXPERIMENTAL FIELDS, 1.0 M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 1020-METER POINT IS A NGS CBL DISK STAMPED 1020 M 1987 SET IN THE TOP OF A 40 CM (16 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 10.7 M (35.1 FT) EAST OF THE CENTER OF LUNDQUIST LANE, 7.7 M (25.3 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A WOODEN RAIL FENCE, 7.1 (23.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AT THE BASE OF A DEAD END SIGN, 5.3 M (17.4 FT) NORTH OF A WOOD POST AND POLE FENCE. THE 100 FT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE, STAMPED "100 FT 1987", WITH A PUNCH MARK ON THE SOUTH EDGE OF THE DISC, SET IN A 40 CM (16 IN) DIAMETER CONCRETE POST, 1.0 METER (3.3 FT) WEST OF A WITNESS POST, 2.0 METERS (6.6 FT) WEST OF A WIRE FENCE, 9.4 METERS (30.8 FT) NORTH OF A TELEPHONE POLE, AND 12.4 METERS (40.7 FT) WEST OF THE MAIN GRAVEL ROAD CENTER-LINE. (NOT MEASURED THIS SURVEY) 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 46 43 32.6 W 116 56 55.1 150 N 46 43 31.1 W 116 57 01.8 430 N 46 43 29.5 W 116 57 15.0 1020 N 46 43 24.9 W 116 57 42.1 THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE IDAHO TRANSPORTATION DEPARTMENT, CITY OF MOSCOW, LATAH COUNTY, AND THE IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT: LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT, DISTRICT 2, 2600 NORTH AND SOUTH HIGHWAY, P.O. BOX 837, LEWISTION, ID 83501-0837, PHONE:(208)799-4235 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421124 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: POCATELLO CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 POWER COUNTY NEAREST TOWN: POCATELLO LIST OF ADJUSTED DISTANCES (11/07/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2005 1356.949 150 M 2005 1355.213 150.1782 150.1882 .1 0 M 2005 1356.949 430 M 2005 1355.083 430.2149 430.2190 .2 0 M 2005 1356.949 1400 M 2005 1357.685 1400.1310 1400.1312 .3 150 M 2005 1355.213 430 M 2005 1355.083 280.0367 280.0367 .1 150 M 2005 1355.213 1400 M 2005 1357.685 1249.9526 1249.9550 .2 430 M 2005 1355.083 1400 M 2005 1357.685 969.9158 969.9193 .1 DESCRIPTION OF: POCATELLO CBL YEAR MEASURED: 2005 AZIMUTH: 252 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 26.2 KM (16.3 MI) WEST OF POCATELLO, AND 0.8 KM (0.5 MI) SOUTHEAST AND ACROSS INTERSTATE HIGHAY 86 FROM POCATELLO MUNICIPAL AIRPORT. IT LIES APPROXIMATELY PARALLEL TO AND ALONG THE SOUTHEAST SIDE OF EAST COUNTY ROAD (OLD U.S. HIGHWAY 30), BETWEEN EAST COUNTY ROAD AND THE UNION PACIFIC RAILROAD. THE BASE LINE IS A WEST-SOUTHWEST-EAST-NORTHEAST LINE WITH THE 0-METER POINT ON THE EAST-NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAYS 15 AND 86 ON THE NORTH SIDE OF POCATELLO, GO WEST ON INTERSTATE HIGHWAY 86 FOR 11.3 KM (7.0 MI) TO EXIT 56 TO THE POCATELLO AIR TERMINAL. AT THE TOP OF THE EXIT RAMP TURN LEFT, SOUTHEAST, ON AIRPORT WAY FOR 0.3 KM (0.2 MI) TO THE T-JUNCTION OF EAST COUNTY ROAD. TURN LEFT, EAST-NORTHEAST, ON EAST COUNTY ROAD FOR 1.3 KM (0.8 MI) TO THE 0-METER POINT ON THE RIGHT. THE 1400 M-POINT CAN BE REACHED BY TURNING RIGHT AT THE INTERSECTION OF AIRPORT WAY AND EAST COUNTY ROAD AND GOING WEST-SOUTHWEST ON EAST COUNTY ROAD FOR 0.1 KM (0.05 MI) TO THE 1400-M POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 16.7 M (54.8 FT) SOUTHEAST OF THE CENTERLINE OF EAST COUNTY ROAD, 24.9 M (81.7 FT) WEST OF THE WEST CORNER OF A 1.35 M (4.5 FT) SQUARE CONCRETE PAD SUPPORTING A BURIED TELEPHONE CABLE ACCESS BOX, AND 0.85 M (2.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 4 CM ABOVE THE SURFACE OF THE GROUND. IT IS 16.8 M (55.1 FT) SOUTHEAST OF THE CENTERLINE OF EAST COUNTY ROAD, 60.0 M (196.8 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST POLE OF A MULTI-POLE SUPPORT FOR THREE TRANSFORMERS AT A T-JUNTION IN THE POWERLINES, 19.9 M (65.3 FT) NORTH OF A UTILITY POLE, AND 0.85 M (2.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 4 CM ABOVE THE SURFACE OF THE GROUND. IT IS 17.0 M (55.8 FT) SOUTHEAST OF THE CENTERLINE OF EAST COUNTY ROAD, 35.9 M (117.8 FT) WEST-SOUTHWEST OF BURIED TELEPHONE CABLE PEDESTAL NUMBER S3, 19.7 M (64.6 FT) NORTH OF A UTILITY POLE, AND 0.85 M (2.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM ABOVE THE SURFACE OF THE GROUND. IT IS 18.2 M (59.7 FT) SOUTHEAST OF THE CENTERLINE OF EAST COUNTY ROAD, 134.0 M (439.6 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF AIRPORT WAY, 58.9 M (193.2 FT) SOUTH AND ACROSS THE ROAD FROM BENCH MARK B 425 (PID NU1495), AND 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 42 54 15.2 W 112 33 33.7 150 N 42 54 13.8 W 112 33 39.9 430 N 42 54 11.1 W 112 33 51.5 1400 N 42 54 01.5 W 112 34 32.4 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN SECTION OF THE IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS, AND THE IDAHO TRANSPORTATION DEPARTMENT. FOR MORE INFORMATION PLEASE CONTACT LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT, DISTRICT 5, 5151 SOUTH 5TH, P.O. BOX 4700, POCATELLO, IDAHO 83205-4700, PHONE: (208) 239-3316. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421141 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TWIN FALLS CBL IDAHO SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16586 JEROME COUNTY NEAREST TOWN: TWIN FALLS LIST OF ADJUSTED DISTANCES (11/07/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2005 1194.766 150 M 2005 1195.821 149.9887 149.9925 .1 0 M 2005 1194.766 430 M 2005 1197.171 429.9528 429.9595 .2 0 M 2005 1194.766 1400 M 2005 1211.935 1399.8602 1399.9655 .2 150 M 2005 1195.821 430 M 2005 1197.171 279.9641 279.9673 .1 150 M 2005 1195.821 1400 M 2005 1211.935 1249.8714 1249.9753 .2 430 M 2005 1197.171 1400 M 2005 1211.935 969.9071 970.0194 .1 DESCRIPTION OF: TWIN FALLS CBL YEAR MEASURED: 2005 AZIMUTH: 0 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 26.2 KM (16.3 MI) NORTH OF TWIN FALLS, AND 16.3 KM (10.1 MI) SOUTH OF SHOSHONE. IT LIES APPROXIMATELY PARALLEL TO AND ALONG THE WEST SIDE OF A GRAVEL FRONTAGE ROAD PARALELLING THE WEST SIDE OF U.S. HIGHWAY 93 BETWEEN HIGHWAY MILE POSTS 62.9 AND 63.8. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 (EXIT 173) AND U.S. HIGHWAY 93 ABOUT 11.0 KM (6.8 MI) NORTH OF TWIN FALLS, GO NORTH ON HIGHWAY 93 FOR 9.2 KM (5.7 MI) TO THE INTERSECTION OF STATE HIGHWAY 25. CONTINUE AHEAD ON HIGHWAY 93 FOR 6.7 KM (4.15 MI) TO THE JUNCTION OF 400 NORTH ROAD ON THE LEFT LEADING WEST. TURN LEFT, WEST, ON 400 NORTH ROAD FOR 0.1 KM (0.5 MI) TO THE JUNCTION OF A GRAVEL FRONTAGE ROAD. TURN RIGHT, NORTH, ON THE GRAVEL FRONTAGE ROAD FOR 0.1 KM (0.05 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 2005" SET IN THE TOP OF THE WEST EDGE OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 41.6 M (136.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 126.3 M (414.4 FT) NORTH OF THE CENTERLINE OF 400 NORTH ROAD, 11.9 M (39.0 FT) WEST OF THE CENTER OF THE GRAVEL FRONTAGE ROAD, AND 19.6 M (64.3 FT) EAST OF THE WIRE FENCE AT THE TOP OF THE ROAD CUT. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 2005" SET IN A DRILL HOLE IN A SMALL EXPOSURE OF LAVA OUTCROP FLUSH WITH THE GROUND. IT IS 41.7 M (136.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 110.8 M (363.5 FT) SOUTH OF THE CENTER OF A GRAVEL CROSS OVER AND FIELD ACCESS ROAD, 11.7 M (38.4 FT) WEST OF THE CENTER OF THE GRAVEL FRONTAGE ROAD, AND 10.2 M (33.5 FT) EAST FROM THE WIRE FENCE. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 41.6 M (136.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.1 M (39.7 FT) WEST OF THE CENTER OF THE GRAVEL FRONTAGE ROAD, 3.3 M (10.8 FT) SOUTHEAST OF THE SOUTH END OF A WOOD BRACE IN THE WIRE FENCE, 1.65 M (5.4 FT) EAST OF A FIBERGLASS WITNESS POST AND SURROUNDED BY THREE METAL T-FENCE POSTS. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 2005" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 40.8 M (133.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 76.3 M (250.3 FT) SOUTH OF THE CENTERLINE OF 500 NORTH ROAD, 10.2 M (33.5 FT) WEST OF THE CENTER OF THE GRAVEL FRONTAGE ROAD, 5.0 M (16.4 FT) EAST OF THE WIRE FENCE, 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST, AND SURROUNDED BY FOUR METAL T-FENCE POSTS. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 42 46 59.0 W 114 26 02.4 150 N 42 47 04.0 W 114 26 02.4 430 N 42 47 13.1 W 114 26 02.3 1400 N 42 47 44.5 W 114 26 02.3 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MAGIC VALLEY SECTION OF THE IDAHO SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT LAND SURVEYOR, IDAHO TRANSPORTATION DEPARTMENT, DISTRICT 4, 216 SOUTH DATE STREET, P.O. BOX 2-A, SHOSHONE, IDAHO 83352-0820, PHONE: (208) 886-7800.