STATE OF UTAH 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD CEDAR CITY UTAH IRON N371131 HIAWATHA UTAH CARBON N391103 SALT LAKE CBL (1990) UTAH SALT LAKE N401113 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N371131 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CEDAR CITY UTAH ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15364 IRON COUNTY LIST OF ADJUSTED DISTANCES (SEPTEMBER 22, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1682.424 150 1681.002 149.9736 149.9804 0.3 0 1682.424 410 1679.045 409.9874 410.0013 0.5 0 1682.424 1400 1684.687 1399.9879 1399.9898 0.7 150 1681.002 410 1679.045 260.0137 260.0211 0.5 150 1681.002 1400 1684.687 1250.0141 1250.0195 0.6 410 1679.045 1400 1684.687 990.0001 990.0162 0.5 DESCRIPTION OF CEDAR CITY BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 16.09 KM (10.0 MI) SOUTHWEST OF CEDAR CITY AND 1.61 KM (1.0 MI) NORTH OF KANARRAVILLE ALONG THE WEST SIDE OF THE COUNTY ROAD (OLD UNITED STATES HIGHWAY 91). TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE 15 AND COUNTY ROAD (OLD UNITED STATES HIGHWAY 91) AT EXIT 51, GO SOUTHERLY ON COUNTY ROAD TOWARD KANARRAVILLE FOR 4.91 KM (3.05 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF THE 0, 150, 410 AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 200 FOOT TAPES SET NORTH OF THE 410 METER POINT. THE 200 FOOT POINT WAS NOT TIED INTO THE BASE LINE. THE 0 METER POINT IS A STANDARD NGS DISK (NO STAMPING AT THIS TIME) SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 12.86 M (42.2 FT) W FROM THE CENTER LINE OF THE COUNTY ROAD, 2.16 M (7.1 FT) E FROM A WIRE FENCE AND 1.22 M (4.0 FT) E FROM A WITNESS POST. ALL OF THE MARKS ARE CALIBRATION BASE LINE DISKS SET ON A LINE BETWEEN THE WEST SIDE OF THE COUNTY ROAD AND THE EAST SIDE OF THE FENCE LINE ON THE ROAD RIGHT OF WAY. THE 150 METER POINT IS ABOUT 41 FEET WEST OF THE COUNTY ROAD AND ABOUT 7 FEET EAST OF THE FENCE. THE 410 METER POINT IS ABOUT 81 FEET NORTH FROM THE CENTER LINE OF A BLACK TOP SIDE ROAD, ABOUT 40 FEET WEST OF THE CENTER LINE OF COUNTY ROAD AND ABOUT 8 FEET EAST OF THE FENCE. THE 1400 METER POINT IS ABOUT 34 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD AND ABOUT 14 FEET EAST OF THE FENCE. NONE OF THE MARKS ARE STAMPED AT THIS TIME. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH SOUTHERN UTAH STATE COLLEGE. FOR FURTHER INFORMATION CONTACT ENGINEERING DEPARMENT, SOUTHERN UTAH STATE COLLEGE, CEDAR CITY, UT 84720. TELEPHONE (801) 586-7908. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N391103 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HIAWATHA CBL UTAH ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15364 CARBON COUNTY LIST OF ADJUSTED DISTANCES (SEPTEMBER 21, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 PIER 1 1780.650 150 PIER 2 1781.957 149.9673 149.9730 0.2 0 PIER 1 1780.650 430 PIER 3 1785.204 429.7733 429.7974 0.4 0 PIER 1 1780.650 1403 PIER 4 1801.577 1402.8879 1403.0439 0.6 150 PIER 2 1781.957 430 PIER 3 1785.204 279.8060 279.8248 0.4 150 PIER 2 1781.957 1403 PIER 4 1801.577 1252.9205 1253.0741 0.6 430 PIER 3 1785.204 1403 PIER 4 1801.577 973.1143 973.2521 0.4 DESCRIPTION OF HIAWATHA BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 11.26 KM (7.0 MI) SOUTH OF PRICE, 11.26 KM (7.0 MI) EAST OF HIAWATHA AND ALONG THE NORTH SIDE OF STATE HIGHWAY 122 JUST WEST OF ITS JUNCTION WITH STATE HIGHWAY 10. TO REACH THE 0 METER POINT FROM THE UNITED STATES POST OFFICE IN PRICE, GO SOUTH ON STATE HIGHWAY 10 FOR 12.87 KM (8.0 MI) TO THE JUNCTION WITH STATE HIGHWAY 122. TURN RIGHT AND GO WESTERLY ON HIGHWAY 122 FOR 0.48 KM (0.3 MI) TO THE 0 METER POINT ON THE RIGHT ABOUT 46 M (150.0 FT) NORTH OF THE HIGHWAY. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. IT IS MADE UP OF 0, 150, 430, AND 1403 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE ABOUT 46 M (150.0 FT) NORTH OF AND PARALLEL TO HIGHWAY 122. THE 0 METER POINT IS A 20 MM (3/4 IN) HOLE DRILLED THROUGH A NEARLY 406 MM (16.0 IN) SQUARE PIECE OF 20 MM (3/4 IN) THICK ALUMINUM PLATE BOLTED TO THE TOP OF A 61 CM (24 IN) ROUND CONCRETE MONUMENT THAT PROJECTS 1.22 M (4.0 FT) ABOVE A 1.83 M (6.0 FT) SQUARE CONCRETE PAD LOCATED 45.72 M (150.0 FT) N FROM THE CENTER LINE OF STATE HIGHWAY 122. ALL OF THE MARKS ARE SET ON PIERS LIKE THE 0 METER POINT. THE 0, 150, 430, AND 1403 METER POINTS ARE STAMPED PIER 1, PIER 2, PIER 3, AND PIER 4 RESPECTIVELY ON THE ALUMINUM PLATES. THESE PIERS REQUIRE PLUG ADAPTERS WHICH CAN BE OBTAINED FROM THE COUNTY SURVEYOR. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN UTAH SURVEYORS ASSOCIATION. FOR FURTHER INFORMATION CONTACT CARBON COUNTY SURVEYOR, CARBON COUNTY COURTHOUSE, PRICE, UT 84501. TELEPHONE (801) 637-4700. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N401113 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SALT LAKE CBL UTAH ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15364 SALT LAKE COUNTY NEAREST TOWN: DRAPER LIST OF ADJUSTED DISTANCES (JUNE 25, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1362.779 50 1361.189 49.9515 49.9768 0.1 0 1362.779 150 1358.774 149.9474 150.0009 0.1 0 1362.779 350 1355.391 349.8885 349.9665 0.1 0 1362.779 600 1352.018 599.8566 599.9531 0.2 0 1362.779 1000 1351.258 999.8703 999.9366 0.2 0 1362.779 1500 1350.845 1499.9453 1499.9927 0.2 0 1362.779 2000 1350.773 2000.0135 2000.0495 0.2 50 1361.189 150 1358.774 99.9959 100.0251 0.1 50 1361.189 350 1355.391 299.9370 299.9931 0.2 50 1361.189 600 1352.018 549.9051 549.9816 0.2 50 1361.189 1000 1351.258 949.9187 949.9706 0.2 50 1361.189 1500 1350.845 1449.9937 1450.0305 0.2 50 1361.189 2000 1350.773 1950.0619 1950.0897 0.2 150 1358.774 350 1355.391 199.9411 199.9697 0.1 150 1358.774 600 1352.018 449.9092 449.9599 0.2 150 1358.774 1000 1351.258 849.9227 849.9559 0.2 150 1358.774 1500 1350.845 1349.9975 1350.0208 0.2 150 1358.774 2000 1350.773 1850.0656 1850.0829 0.2 350 1355.391 600 1352.018 249.9680 249.9908 0.1 350 1355.391 1000 1351.258 649.9815 649.9946 0.2 350 1355.391 1500 1350.845 1150.0562 1150.0652 0.2 350 1355.391 2000 1350.773 1650.1242 1650.1306 0.2 600 1352.018 1000 1351.258 400.0134 400.0141 0.1 600 1352.018 1500 1350.845 900.0879 900.0887 0.2 600 1352.018 2000 1350.773 1400.1558 1400.1563 0.2 1000 1351.258 1500 1350.845 500.0746 500.0747 0.2 1000 1351.258 2000 1350.773 1000.1424 1000.1425 0.2 1500 1350.845 2000 1350.773 500.0678 500.0678 0.2 DESCRIPTION OF: SALT LAKE BASE LINE YEAR MEASURED: 1974 YEAR REMEASURED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ON THE NORHTWEST SIDE OF DRAPER, ABOUT 30.6 KM (19 MI) SOUTH OF THE STATE CAPITOL BUILDING IN DOWNTOWN SALT LAKE CITY AND 0.8 KM (0.5 MI) NORTHEAST OF THE UTAH STATE PRISON. THE BASE LINE LIES ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 15, BETWEEN THE INTERSTATE AND THE FRONTAGE ROAD (PONY EXPRESS ROAD). THE BASE LINE IS A NORTH-SIDE LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 50, 150, 350, 600, 1000, 1500, AND 2000-METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 71 (12300 SOUTH STREET) AND INTERSTATE HIGHWAY 15 (EXIT 294), GO WEST ON STATE HIGHWAY 71 FOR 0.09 KM (0.06 MI) TO THE INTERSECTION OF PONY EXPRESS ROAD ON THE LEFT. TURN LEFT ONTO PONY EXPRESS ROAD AND GO SOUTH FOR 1.67 KM (1.04 MI) TO THE 2000-METER POINT ON THE LEFT. CONTINUE SOUTH ON PONY EXPRESS ROAD, PASSING THE OTHER POINTS, FOR 2.0 KM (1.2 MI) TO THE 0-METER POINT ON THE LEFT. THERE ARE NO PHYSICAL DISKS DEFINING THE BASE LINE POINTS. AT EACH POINT THERE IS A 0.6 M (2 FT) DIAMETER CONCRETE POST, SET APPROXIMATELY 2 M (7 FT) INTO THE GROUND, PROJECTING ABOUT 1.2 M (4 FT) ABOVE A RECTANGULAR CONCRETE BASE PAD. THE POST AND BASE PAD ARE PAINTED YELLOW. ON THE TOP OF THE POST IS ANCHORED A 43 CM (17 IN) SQUARE ALUMINUM PLATE, 1.9 CM (0.75 IN) THICK. THE CENTER OF THE HOLE IN THIS ALUMINUM PLATE DEFINES THE POINT. THIS HOLE SNUGLY ACCEPTS A PARTIALLY THREADED PLUG, PROVIDED BY THE SALT LAKE COUNTY SURVEYOR'S OFFICE. WITH THE PLUG SCREWED INTO A STANDARD TRIBRACH AND THEN PLACED IN THE HOLE, THE TRIBRACH IS AUTOMATICALLY COLLIMATED OVER THE POINT. THE PLATE DEFINING THE 0-METER POINT IS STAMPED "PIER 1 1974". THE POST PROJECTS 1.22 M (4.0 FT) ABOVE THE 2.41 M (7.9 FT) BY 1.80 M (5.9 FT) BASE PAD. THE BASE PAD HAS A WHITE CROSS PAINTED ON IT, EMANATING OUT FROM THE POST'S CENTER. IT IS 2.8 M (9.2 FT) WEST OF THE CENTERLINE OF A CONCRETE DRAINAGE DITCH, 4.4 M (14.4 FT) WEST OF A BARBED WIRE FENCE, AND 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 50-METER POINT IS STAMPED "PIER 2 1974". THE POST PROJECTS 1.22 M (4.0 FT) ABOVE THE 1.65 M (5.4 FT) BY 1.83 M (6.0 FT) BASE PAD. IT IS 3.0 M (9.8 FT) WEST OF THE CENTERLINE OF A CONCRETE DRAINAGE DITCH, 4.3 M (14.1 FT) WEST OF A BARBED WIRE FENCE, 7.0 M (23.0 FT) NORTH OF THE PROJECTED CENTERLINE OF THE DRIVEWAY TO THE NORTH POINT LONE PEAK FACILITY, AND 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 150-METER POINT IS STAMPED "PIER 3 1974". THE POST PROJECTS 1.27 M (4.2 FT) ABOVE THE 1.70 M (5.6 FT) BY 1.80 M (5.9 FT) BASE PAD. IT IS 2.6 M (8.5 FT) WEST OF THE CENTERLINE OF A CONCRETE DRAINAGE DITCH, 3.9 M (12.8 FT) WEST OF A BARBED WIRE FENCE, AND 7.9 M (25.9 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 350-METER POINT IS STAMPED "PIER 4 1974". THE POST PROJECTS 1.27 M (4.2 FT) ABOVE THE 1.78 M (5.8 FT) BY 1.83 M (6.0 FT) BASE PAD. IT IS 1.9 M (6.2 FT) WEST OF THE CENTERLINE OF A CONCRETE DRAINAGE DITCH, 3.3 M (10.8 FT) WEST OF A BARBED WIRE FENCE, 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD, AND 19.0 M (62.3 FT) SOUTH OF THE PROJECTED CENTERLINE OF A PRISON DRIVEWAY. THE PLATE DEFINING THE 600-METER POINT IS STAMPED "PIER 5 1974". THE POST PROJECTS 1.12 M (3.7 FT) ABOVE THE 1.70 M (5.6 FT) BY 1.53 M (5.0 FT) BASE PAD. IT IS 1.0 M (3.3 FT) WEST OF THE CENTERLINE OF A CONCRETE DRAINAGE DITCH, 2.45 M (8.0 FT) WEST OF A BARBED WIRE FENCE, AND 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 1000-METER POINT IS STAMPED "PIER 6 1974". THE POST PROJECTS 1.38 M (4.5 FT) ABOVE THE 1.55 M (5.1 FT) BY 1.83 M (6.0 FT) BASE PAD. IT IS 1.55 M (5.1 FT) WEST OF A BARBED WIRE FENCE AND 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 1500-METER POINT IS STAMPED "PIER 7 1974". THE POST PROJECTS 1.37 M (4.5 FT) ABOVE THE 1.83 M (6.0 FT) BY 1.83 M (6.0 FT) BASE PAD. IT IS 0.95 M (3.1 FT) WEST OF A BARBED WIRE FENCE AND 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. THE PLATE DEFINING THE 2000-METER POINT IS STAMPED "PIER 8 1974". THE POST PROJECTS 1.49 M (4.9 FT) ABOVE THE 1.88 M (6.2 FT) BY 1.55 M (5.1 FT) BASE PAD. IT IS 0.3 M (1.0 FT) WEST OF A BARBED WIRE FENCE AND 10.2 M (33.5 FT) EAST OF THE CENTERLINE OF PONY EXPRESS ROAD. USER NOTES: ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SALT LAKE COUNTY SURVEYOR'S OFFICE. FOR MORE INFORMATION CONTACT THE OFFICE OF THE COUNTY SURVEYOR, 2001 SOUTH STATE, ROOM N1500, SALT LAKE CITY, UTAH 84190-1350. TELEPHONE (801) 468-2028. OR CONTACT MR. RICHARD S. COHEN, NOAA RC 325 BROADWAY, BOULDER, COLORADO 80303. TELEPHONE (303) 497-6530.