@@@IMAGE=(NOAA3L,1,1),FORMS=(CALCOV),FONTS=(NADCOV),END; STATE OF KANSAS @@@FORMS=NONE,FONTS=(L0112C),END; 1 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD DODGE CBL KANSAS FORD N370994 HAYS CBL KANSAS ELLIS N380911 LAWRENCE CBL (1990; 2003 VERIFIED) KANSAS DOUGLAS N380951 OLATHE (1976) KANSAS JOHNSON N380944 OLATHE CBL (1992 - NO LONGER USEABLE) KANSAS JOHNSON N380944 SALINA CBL KANSAS SALINE N380974 THAYER CBL KANSAS NEOSHO N370952 TOPEKA CBL KANSAS SHAWNEE N390953 WICHITA (1980) KANSAS SEDGWICK N370971 WICHITA (1990 VERIFIED) KANSAS SEDGWICK N370971 WICHITA CBL (2003 VERIFIED) KANSAS SEDGWICK N370971 1 1 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N370994 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DODGE CITY CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 FORD COUNTY NEAREST TOWN: DODGE CITY LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2003 790.075 150 M 2003 788.914 150.0020 150.0065 .1 0 M 2003 790.075 450 M 2003 787.256 450.0047 450.0136 .2 0 M 2003 790.075 1292 M 2003 787.422 1292.0316 1292.0343 .3 150 M 2003 788.914 450 M 2003 787.256 300.0028 300.0073 .1 150 M 2003 788.914 1292 M 2003 787.422 1142.0296 1142.0305 .2 450 M 2003 787.256 1292 M 2003 787.422 842.0267 842.0267 .1 DESCRIPTION OF DODGE CITY BASE LINE YEAR MEASURED: 2003 LATITUDE: 37 45 42 LONGITUDE: 099 58 02 AZIMUTH: 334 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF DODGE CITY AT THE CITY OF DODGE CITY REGIONAL AIRPORT ON AIRPORT PROPERTY IN SECTION 20, 29 T26S R34W. THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 450, AND 1292 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE STOP LIGHT AT THE INTERSECTION OF U.S. HIGHWAYS 50, 56, 154, 400 AND 283 LOCATED AT THE EAST EDGE OF DODGE CITY, GO EAST ON U.S. HIGHWAYS 50, 56, 283 FOR 0.72 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO NORTH, THEN EAST ON THE PAVED ROAD FOR 1.0 KM (0.65 MI) TO AN ENTRANCE ROAD ON THE LEFT LEADING NORTH BETWEEN HANGERS, JUST BEFORE REACHING THE AIRPORT PARKING AREA. TURN LEFT AND GO NORTH BETWEEN THE HANGERS FOR 0.1 KM (0.05 MI), THEN BEAR LEFT, THNE RIGHT, PASSING AROUND THE NORTHWEST CORNER OF THE FIRE EQUIPMENT BUILDING FOR 0.1 KM (0.05 MI) ACROSS GRASS TO THE O-METER POINT OF THE BASE LINE. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 50 M (164 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE FIRE EQUIPMENT BUILDING AND 61 M (200 FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXIWAY. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 61 M (200 FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXIWAY. THE 450 METER POINT IS A STANDARD NGS DISK STAMPED "450 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 61 M (200 FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXIWAY. THE 1292 METER POINT IS A STANDARD NGS DISK STAMPED "1292 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 61 M (200 FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXIWAY AND 4.6 M (15 FT) SOUTH OF AN EAST-WEST FENCE LINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER THE BASE LINE AREA CONTACT: AIRPORT ADMINISTRATOR AT THE CITY OF DODGE CITY OFFICES, 620-225-8100 OR THE MAINTENANCE AND AIRPORT MANAGER, DAREN WRIGHT AT 620-225-8280. 1POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 37 45 42 099 58 02 150 37 45 46 099 58 05 450 37 45 55 099 58 10 1292 37 46 20 099 58 25 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KANSAS SOCIETY OF AND SURVEYORS, HIGH PLAINS CHAPTER. CONTACT IS: DOUGLAS GROVE, 304 W. MCARTOR ROAD, DODGE CITY, KS 67801. FOR MORE INFORMATION ALSO CONTACT THE NGS STATE ADVISOR, TOPEKA, KS 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380991 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HAYS CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 ELLIS COUNTY NEAREST TOWN: HAYS LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O M 2003 616.282 150 M 2003 616.124 150.0604 150.0605 .1 O M 2003 616.282 430 M 2003 615.767 430.0046 430.0049 .1 O M 2003 616.282 1400 M 2003 616.474 1400.0131 1400.0131 .2 150 M 2003 616.124 430 M 2003 615.767 279.9443 279.9445 .1 150 M 2003 616.124 1400 M 2003 616.474 1249.9527 1249.9527 .1 430 M 2003 615.767 1400 M 2003 616.474 970.0084 970.0086 .1 DESCRIPTION OF HAYS BASE LINE YEAR MEASURED: 2003 LATITUDE: 38 53 31 LONGITUDE: 099 22 27 AZIMUTH: 303 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 4.8 KM (3 MI) WEST OF HAYS, KANSAS AND 2.4 KM (1.5 MI) SOUTH OF INTERSTATE HIGHWAY 70 ALONG OLD HIGHWAY 40 IN SEC 23,25 T13S R19W. OWNERSHIP -- STATE HIGHWAY RIGHT-OF-WAY. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 183 SOUTH BY-PASS, EXIT 157, LOCATED NEAR THE NORTHWEST EDGE OF HAYS, GO SOUTH ON U.S. HIGHWAY 183 BY-PASS FOR 3.7 KM (2.3 MI) TO A SIDE ROAD LEFT, JUST AFTER CROSSING OVER AN OVERPASS OVER THE RAILROAD TRACKS. TURN LEFT AND GO EAST APRROXIMATELY 100 FEET TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH, THEN NORTHWEST OF THE PAVED ROAD (OLD HIGHWAY 40) FOR 2.2 KM (1.4 MI) TO A CROSSROAD (220 AVENUE) AND THE 0-METER POINT OF THE BASE LINE IN THE SOUTH ROAD DITCH JUST NORTHWEST FROM THE CROSSROAD. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 58 CM (23 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 23.3 M (76.4 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 9.6 M (31.5 FT) NORTHEAST OF AN ORANGE METAL POST IN THE RIGHT-OF-WAY FENCE LINE. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 58 CM (23 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 23.4 M (76.8 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 9.6 M (31.5 FT) NORTHEAST OF AN ORANGE METAL POST IN THE RIGHT-OF-WAY FENCE LINE. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 58 CM (23 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 23.5 M (77.1 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 9.4 M (30.8 FT) NORTHEAST OF AN ORANGE METAL POST IN THE RIGHT-OF-WAY FENCE LINE. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "1400 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 58 CM (23 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 23.0 M (75.5 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 11.0 M (36.1 FT) NORTHEAST OF AN ORANGE METAL POST IN RIGHT-OF-WAY FENCE LINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. ALL MARKS ARE SURROUNDED BY A 6 BY 6 FOOT CONCRETE PAD. 1POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 38 53 31 099 22 27 150 38 53 33 099 22 33 430 38 53 38 099 22 42 1400 38 53 56 099 23 16 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KANSAS SOCIETY OF AND SURVEYORS (KSLS). FOR MORE INFORMATION CONTACT THE KDOT DISTRICT 3 SURVEYOR, TODD TOMAN, NORTON, KS, PHONE: 785-877-3315 OR THE NGS STATE ADVISOR, TOPEKA, KS, PHONE: 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380951 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAWRENCE CBL KANSAS ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15805 DOUGLAS COUNTY NEAREST TOWN: LAWRENCE LIST OF ADJUSTED DISTANCES (DECEMBER 18, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 255.700 150 255.764 150.0153 150.0153 0.1 0 255.700 430 255.786 429.9827 429.9827 0.1 0 255.700 1400 259.262 1400.0030 1400.0075 0.2 150 255.764 430 255.786 279.9675 279.9675 0.1 150 255.764 1400 259.262 1249.9877 1249.9926 0.1 430 255.786 1400 259.262 970.0201 970.0263 0.1 DESCRIPTION OF: LAWRENCE BASE LINE YEAR MEASURED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTHWEST OF LAWRENCE AT THE CLINTON LAKE DAM SITE. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF STATE HIGHWAYS 59 SOUTH AND 40 WEST, LOCATED ON THE NORTHWEST SIDE OF LAWRENCE, GO WEST ON HIGHWAY 40 FOR 6.47 KM (4.0 MI) TO THE INTERSECTION OF COUNTY ROAD 13 ON THE LEFT. TURN LEFT AND GO SOUTH ON COUNTY ROAD 13 FOR 3.25 KM (2.0 MI) TO THE INTERSECTION OF CLINTON PARKWAY ON THE LEFT. CONTINUE SOUTH ON COUNTY ROAD 13 FOR 0.73 KM (0.45 MI) TO A PAVED ROAD LEFT. TURN LEFT AND GO EAST THEN SOUTH ON THE ROAD FOR 1.2 KM (0.75 MI) TO THE 1400-METER POINT ON THE LEFT. CONTINUE AHEAD ON THE ROAD FOR 1.4 KM (0.9 MI) TO THE 0-METER POINT ON THE LEFT. 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. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, AND SURROUNDED BY A 1.85 M (6.0 FT) SQUARE CONCRETE PAD. IT IS 16.5 M (54.1 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, AND SURROUNDED BY A 1.85 M (6.0 FT) SQUARE CONCRETE PAD. IT IS 15.8 M (51.8 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, AND SURROUNDED BY A 1.85 M (6.0 FT) SQUARE CONCRETE PAD. IT IS 14.8 M (48.6 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, AND SURROUNDED BY A 1.85 M (6.0 FT) SQUARE CONCRETE PAD. IT IS 23.2 M (76.1 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. 1THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE DOUGLAS COUNTY PUBLIC WORKS DEPARTMENT, THE U.S. ARMY CORPS OF ENGINEERS, AND THE KANSAS SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT MR. JOHN YOUNG, DOUGLAS COUNTY PUBLIC WORKS DEPARTMENT, 1242 MASSACHUSETTS STREET, LAWRENCE, KANSAS 66044. TELEPHONE (913) 841-7700 EXT. 293. OR CONTACT THE NGS KANSAS STATE GEODETIC ADVISOR AT THE KANSAS DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, BUREAU OF DESIGN, DOCKING STATE OFFICE BUILDING, TOPEKA, KANSAS 66612-1568. TELEPHONE (913) 296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380951 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAWRENCE CBL KANSAS ROCKVILLE MD 20852 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 DOUGLAS COUNTY NEAREST TOWN: LAWRENCE LIST OF ADJUSTED DISTANCES (DECEMBER 18, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 255.700 150 255.764 150.0153 150.0153 0.1 0 255.700 430 255.786 429.9827 429.9827 0.1 0 255.700 1400 259.262 1400.0030 1400.0075 0.2 150 255.764 430 255.786 279.9675 279.9675 0.1 150 255.764 1400 259.262 1249.9877 1249.9926 0.1 430 255.786 1400 259.262 970.0201 970.0263 0.1 DESCRIPTION OF LAWRENCE BASE LINE YEAR MEASURED: 1990 YEAR VERIFIED: 2003 LATITIUDE: 38 54 54 LONGITUDE: 095 19 30 AZIMUTH: 349 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTHWEST OF LAWRENCE, KANSAS AT THE CLINTON LAKE DAM SITE, OUTLET PARK AREA. 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. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. NOTE: ALL POINT MONUMENTS ARE SURROUNDED BY A 1.83 M (6.0 FT) SQUARE CONCRETE PAD. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 10, LOCATED AT THE WEST EDGE OF LAWRENCE, GO SOUTH ON STATE HIGHWAY 10 FOR 3.22 KM ( 2.0 MI) TO THE CLINTON PARKWAY EXIT. PROCEED DOWN EXIT RAMP, TURN RIGHT AT STOP SIGN, AND GO WEST APRROXIMATELY 100 FEET TO A STOP SIGN. TURN LEFT AND GO SOUTH ON THE PAVED ROAD (E 900) FOR 0.72 KM (0.45 MI) TO A SIDE ROAD LEFT (E 902), JUST BEFORE REACHING THE CLINTON DAM CROSSOVER. TURN LEFT AND GO EAST, THEN SOUTH, ON THE WINDING PAVED ROADFOR 1.2 KM (0.75 MI) TO THE 1400-METER POINT ON THE LEFT. CONTINUE SOUTH ON THE ROAD FOR 1.4 KM (0.9 MI), PASSING THE ENTRANCE TO THE EAGLE BEND GOLF COURSE ON THE LEFT, TO THE 0-METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 1990" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND PROJECTING 2 CM (0.8 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 19.2 M (63.0 FT) EAST OF THE CENTER OF THE PAVED ROAD, 15.8 M (51.8 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 1990" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND PROJECTING 1 CM (0.4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 18.6 M (61.0 FT) EAST OF THE CENTER OF THE PAVED ROAD, 15.8 M (51.8 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 1.1 M (3.6 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 1990" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND PROJECTING 2 CM (0.8 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 17.2 M (56.5 FT) EAST OF THE CENTER OF THE PAVED ROAD, 14.8 M (48.6 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 12.2 M (40.0 FT) SOUTHEAST OF A FENCE BRACE POST AT THE END OF A NORTH-SOUTH FENCE LINE, 1.1 M (3.6 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. 1THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "1400 1990" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND PROJECTING 1 CM (0.4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 25.9 M (85.0 FT) EAST OF THE CENTER OF THE PAVED ROAD, 23.2 M (76.1 FT) EAST OF THE EAST EDGE OF THE PAVEMENT, 2.4 M (8.0 FT) WEST OF A NORTH-SOUTH FENCE LINE, 1.0 M (3.3 FT) EAST OF A DOUGLAS COUNTY METAL WITNESS POST, AND 1.0 M (3.3 FT) WEST 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 38 54 54 095 19 30 150 38 54 59 095 19 32 430 38 55 08 095 19 34 1400 38 55 39 095 19 41 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE DOUGLAS COUNTY PUBLIC WORKS DEPARTMENT, THE U.S. ARMY CORPS OF ENGINEERS, AND THE KANSAS SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT THE DOUGLAS COUNTY PUBLIC WORKS DEPARTMENT, LAWRENCE, KS, PHONE: 785-841-7700 OR THE NGS STATE ADVISOR, TOPEKA, KS, PHONE: 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380944 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OLATHE KANSAS ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15805 JOHNSON COUNTY *** OLATHE BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 26, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) EDMI CALI BASE A 331.01 EDMI CALI BASE B 329.43 149.9689 149.9772 0.4 EDMI CALI BASE A 331.01 EDMI CALI BASE C 326.93 816.0201 816.0303 0.7 EDMI CALI BASE A 331.01 EDMI CALI BASE D 322.97 1433.9364 1433.9589 1.0 EDMI CALI BASE B 329.43 EDMI CALI BASE C 326.93 666.0512 666.0559 0.6 EDMI CALI BASE B 329.43 EDMI CALI BASE D 322.97 1283.9674 1283.9837 0.9 EDMI CALI BASE C 326.93 EDMI CALI BASE D 322.97 617.9163 617.9290 0.6 DESCRIPTION OF OLATHE BASE LINE YEAR MEASURED: 1976 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 4 MILES SOUTHWEST OF OLATHE, 2 MILES WEST OF INTERSTATE HIGHWAY 35 AND ON PROPERTY OF THE JOHNSON COUNTY AIRPORT. TO REACH THE BASE LINE FROM THE U.S. HIGHWAY 56 EXIT OFF I-35, GO WEST ON U.S. HIGHWAY 56 FOR 0.5 MILE TO A 4-WAY STOP. CONTINUE WEST AND SOUTHWEST ON U.S. HIGHWAY 56 FOR 4.2 MILES TO A SIDE ROAD RIGHT AND A SIGN THAT READS AIRPORT AND AN ARROW POINTING WEST. TURN RIGHT AND GO WESTERLY THEN SOUTH ON A WINDING ROAD FOR 2.2 MILES TO THE ENTRANCE TO THE AIRPORT. TURN LEFT AND GO EAST ON A GRAVEL ROAD AND FOLLOW A CHAIN-LINK FENCE FOR 0.8 MILE TO WHERE THE ROAD TURNS RIGHT AT A FENCE CORNER. TURN RIGHT AND FOLLOW THE GRAVEL ROAD SOUTH FOR 0.2 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS AN NGS TRIANGULATION STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED EDMI CALI BASE A 1975. IT IS 200 FEET NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY, 20 FEET WEST OF A CHAIN-LINK FENCE AND 5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD. ALL THE MARKS ARE NGS TRIANGULATION STATION DISKS WITH THE EXCEPTION OF THE 100 FOOT POINT. THE DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE MARKS ARE STAMPED EDMI CALI BASE 1975 WITH THE LETTERS A, B, C, AND D PRECEDING THE DATE 1975. THE DISK AT 100 FEET HAS NO STAMPING ON IT AND IS NOT ON LINE WITH THE BASE LINE BUT IS SET TO THE SOUTHEAST ALONGSIDE THE CHAIN-LINK FENCE. THE BASE LINE CONSISTS OF THE 0, 150, 816 AND 1433 METER POINTS. IT IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. THE BASE LINE RUNS ALONG THE SOUTHEAST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY ABOUT 50 FEET FROM THE RUNWAY EDGE. PERMISSION SHOULD BE OBTAINED TO ENTER THE BASE LINE AREA FROM MR. FRANK A. FARNSWORTH, ASSISTANT DIRECTOR OF AVIATION AT THE AIRPORT ADMINISTRATION BUILDING. FOR FURTHER INFORMATION CONTACT MR. JERRY A. ODUM, P.O. BOX 16954, RAYTOWN, MISSOURI 64133. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380944 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OLATHE CBL KANSAS ROCKVILLE MD 20852 - JUNE 23, 1992 PROJECT ACCESSION NUMBER: G15805 JOHNSON COUNTY *** OLATHE BASE LINE - NO LONGER USEABLE - SEE USER NOTES *** LIST OF ADJUSTED DISTANCES (JANUARY 26, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) EDMI CALI BASE A 331.01 EDMI CALI BASE B 329.43 149.9689 149.9772 0.4 EDMI CALI BASE A 331.01 EDMI CALI BASE C 326.93 816.0201 816.0303 0.7 EDMI CALI BASE A 331.01 EDMI CALI BASE D 322.97 1433.9364 1433.9589 1.0 EDMI CALI BASE B 329.43 EDMI CALI BASE C 326.93 666.0512 666.0559 0.6 EDMI CALI BASE B 329.43 EDMI CALI BASE D 322.97 1283.9674 1283.9837 0.9 EDMI CALI BASE C 326.93 EDMI CALI BASE D 322.97 617.9163 617.9290 0.6 DESCRIPTION OF OLATHE BASE LINE YEAR MEASURED: 1976 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 4 MILES SOUTHWEST OF OLATHE, 2 MILES WEST OF INTERSTATE HIGHWAY 35 AND ON PROPERTY OF THE JOHNSON COUNTY AIRPORT. TO REACH THE BASE LINE FROM THE U.S. HIGHWAY 56 EXIT OFF I-35, GO WEST ON U.S. HIGHWAY 56 FOR 0.5 MILE TO A 4-WAY STOP. CONTINUE WEST AND SOUTHWEST ON U.S. HIGHWAY 56 FOR 4.2 MILES TO A SIDE ROAD RIGHT AND A SIGN THAT READS AIRPORT AND AN ARROW POINTING WEST. TURN RIGHT AND GO WESTERLY THEN SOUTH ON A WINDING ROAD FOR 2.2 MILES TO THE ENTRANCE TO THE AIRPORT. TURN LEFT AND GO EAST ON A GRAVEL ROAD AND FOLLOW A CHAIN-LINK FENCE FOR 0.8 MILE TO WHERE THE ROAD TURNS RIGHT AT A FENCE CORNER. TURN RIGHT AND FOLLOW THE GRAVEL ROAD SOUTH FOR 0.2 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS AN NGS TRIANGULATION STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED EDMI CALI BASE A 1975. IT IS 200 FEET NORTHEAST OF THE NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY, 20 FEET WEST OF A CHAIN-LINK FENCE AND 5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD. ALL THE MARKS ARE NGS TRIANGULATION STATION DISKS WITH THE EXCEPTION OF THE 100 FOOT POINT. THE DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE MARKS ARE STAMPED EDMI CALI BASE 1975 WITH THE LETTERS A, B, C, AND D PRECEDING THE DATE 1975. THE DISK AT 100 FEET HAS NO STAMPING ON IT AND IS NOT ON LINE WITH THE BASE LINE BUT IS SET TO THE SOUTHEAST ALONGSIDE THE CHAIN-LINK FENCE. THE BASE LINE CONSISTS OF THE 0, 150, 816 AND 1433 METER POINTS. IT IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. THE BASE LINE RUNS ALONG THE SOUTHEAST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY ABOUT 50 FEET FROM THE RUNWAY EDGE. PERMISSION SHOULD BE OBTAINED TO ENTER THE BASE LINE AREA FROM MR. FRANK A. FARNSWORTH, ASSISTANT DIRECTOR OF AVIATION AT THE AIRPORT ADMINISTRATION BUILDING. USER NOTES: *** OLATHE CBL, KS. IS NO LONGER USABLE. WE VISITED THE OLATHE CBL ON APRIL 28, 1992. THE 816 AND 1434 M POINTS ARE MISSING. THIS CBL WAS LOCATED ALONG THE EAST SIDE OF RUNWAY 04-22. RUNWAY 04-22 WAS ORIGINALLY 200 FT WIDE AND RECENTLY THE EAST 100 FEET OF THE RUNWAY WAS REMOVED. THE CONSTRUCTION APPARENTLY ALSO REMOVED THE 816 AND 1434 M MARKS. WE SEARCHED FOR BUT COULD NOT FIND ANY SIGN OF THE 816 M POINT. WE DID FIND WHAT LOOKED LIKE A SHEARED-OFF CONCRETE POST AT THE APPROXIMATE DISTANCE AND ALIGNMENT FOR THE 1434 M POINT. *** FOR FURTHER INFORMATION CONTACT MR. JERRY A. ODUM, P.O. BOX 16954, RAYTOWN, MISSOURI 64133. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N380974 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SALINA CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 SALINE COUNTY NEAREST TOWN: SALINA LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O M 2003 405.168 150 M 2003 402.870 150.0342 150.0518 .1 O M 2003 405.168 412 M 2003 399.557 411.5761 411.6144 .1 O M 2003 405.168 1196 M 2003 392.385 1195.7986 1195.8669 .2 150 M 2003 402.870 412 M 2003 399.557 261.5419 261.5629 .1 150 M 2003 402.870 1196 M 2003 392.385 1045.7644 1045.8169 .1 412 M 2003 399.557 1196 M 2003 392.385 784.2224 784.2552 .1 DESCRIPTION OF SALINA BASE LINE YEAR MEASURED: 2003 LATITUDE: 38 48 38 LONGITUDE: 097 33 52 AZIMUTH: 359 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED AT THE EASTERN EDGE OF SALINA ALONG WHAT USED TO BE A TAXIWAY FOR THE OLD SALINA MUNICIPAL AIRPORT AND IS NOW MARKLEY ROAD. THIS AREA IS NOW KNOWN AS THE EAST CRAWFORD RECREATION AREA. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 412 AND 1196 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE CRAWFORD STREET INTERCHANGE AND INTERSTATE HIGHWAY 135 (EXIT 92), LOCATED ON THE WEST EDGE OF SALINA, GO EAST ON CRAWFORD STREET FOR 6.4 KM (4.0 MI) TO THE JUNCTION OF MARKLEY ROAD ON THE RIGHT, JUST PAST THE ENTRANCE TO THE SALINA MUNICIPAL GOLF COURSE. TURN RIGHT AND GO SOUTH ON MARKLEY ROAD FOR 0.64 KM (0.4 MI) TO THE 1196-METER POINT ON THE LEFT. CONTINUE SOUTH ON THE ROAD FOR 1.1 KM (0.7 MI) TO THE 0-METER POINT ON THE LEFT, JUST PAST A LARGE WATER TOWER. NOTE: EACH OF THE FOUR CBL MONUMENTS HAVE THE DISK SET IN THE CENTER OF A LARGE TRIANGULAR SHAPED CONCRETE MONUMENT RECESSED 23 CM (9.0 IN) BELOW THE SURFACE OF THE GROUND AND SURROUNDED BY A LARGE PIPE WITH A 61 CM (24 IN) DIAMETER METAL MANHOLE COVER. ACCESS IS HAD THROUGH THE MANHOLE LID COVER. MANHOLE LID IS INSCRIBED WITH RAISED LETTERS "NGS CALIBRATION POINT". THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2003". IT IS: 37.43 M (122.80 FT) SOUTHWEST OF THE CENTER OF A METAL DOOR AT THE BOTTOM OF THE WATER TOWER, 30.68 M (100.66 FT) NORTH OF THE CENTER OF AN ENTRANCE ROAD, AND 10.80 M (35.43 FT) EAST OF THE CENTER OF MARKLEY ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2003". IT IS: 17.10 M (56.10 FT) SOUTH OF A METAL SPEED LIMIT SIGN POST AND 10.60 M (34.78 FT) EAST OF THE CENTER OF MARKLEY ROAD. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "412 M 2003". IT IS: 10.60 M (34.78 FT) EAST OF THE CENTER OF MARKLEY ROAD. THE 1196 METER POINT IS A STANDARD NGS DISK STAMPED "1196 M 2003". IT IS: 13.30 M (43.63 FT) SOUTH OF THE EAST 1 OF 2 LEGS SUPPORTING A WOODEN SIGH E.C.R.A.#3, 13.10 M (42.98 FT) WEST-NORTHWEST OF A METAL WATER INLET GRATE, AND 10.60 M (34.78 FT) EAST OF THE CENTER OF MARKLEY ROAD. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. 1POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 38 48 38 097 33 52 150 38 48 43 097 33 52 412 38 48 51 097 33 52 1196 38 49 17 097 33 52 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE KANSAS SOCIETY OF LAND SURVEYORS (KSLS). FOR MORE INFORMATION CONTACT THE KDOT DISTRICT 2 SURVEYOR, SAM PAULL, SALINA, KS, PHONE: 785-823-3754 OR THE NGS STATE ADVISOR, TOPEKA, KS, PHONE: 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N370952 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: THAYER CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 NEOSHO COUNTY NEAREST TOWN: THAYER LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O M 2003 30.480 150 M 2003 30.587 149.9957 149.9958 .1 O M 2003 30.480 430 M 2003 29.832 429.9933 429.9938 .1 O M 2003 30.480 1150 M 2003 27.159 1150.0138 1150.0186 .2 150 M 2003 30.587 430 M 2003 29.832 279.9976 279.9986 .1 150 M 2003 30.587 1150 M 2003 27.159 1000.0181 1000.0240 .1 430 M 2003 29.832 1150 M 2003 27.159 720.0205 720.0255 .1 DESCRIPTION OF THAYER BASE LINE YEAR MEASURED: 2003 LATITUDE: 38 28 42 LONGITUDE: 095 28 20 AZIMUTH: 199 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 21.0 KM (13 MI) SOUTH OF CHANUTE, 22.5 KM (14 MI) NORTHWEST OF PARSONS AND 5.6 KM (3.5 MI) SOUTH OF THE 4-WAY STOP AT THE INTERSECTION OF U.S. HIGHWAY 169 AND STATE HIGHWAY 47 ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 169 BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS. 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 1150 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE U.S. POST OFFICE LOCATED IN THAYER, GO EAST ON NEOSHO AVENUE FOR 0.08 KM (0.05 MI) TO A STOP SIGN AT THE JUNCTION OF U.S. HIGHWAY 169. TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR 1.05 KM (0.65 MI) TO A CROSSROAD, THE ENTRANCE TO THE THAYER CEMETERY ON THE RIGHT, AND THE 0-METER POINT OF THE BASE ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 71.6 M ( 235 FT) WEST-SOUTHWEST OF THE CENTER A RAILROAD CROSSING AND GRAVEL ROAD, 31.2 M (102.4 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 25 M (82 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 31. 5 M (103.4 FT) EAST OF THE CENTER OF THE HIGHWAY. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 32.4 M (106.3 FT) EAST OF THE CENTER OF THE HIGHWAY AND 31.9 M (104.66 FT) EAST-NORTHEAST OF A METAL MILE MARKER 36 SIGN POST. THE 1150 METER POINT IS A STANDARD NGS DISK STAMPED "1150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 64.8 M (212.6 FT) NORTH-NORTHEAST OF THE EAST END OF A LARGE CONCRETE CULVERT CROSSING UNDER THE HIGHWAY, 34.1 M (111.9 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 29 M (95.1 FT) NORTHEAST OF THE EDGE OF A DRAIN OUTLET ON THE EAST EDGE OF THE HIGHWAY. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. 1POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 37 28 42 095 28 20 150 37 28 37 095 28 22 430 37 28 28 095 28 25 1150 37 28 06 095 28 35 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE KANSAS DEPT. OF TRANSPORTION AND THE KANSAS SOCIETY OF LAND SURVEYORS (KSLS). FOR MORE INFORMATION CONTACT THE KDOT DISTRICT FOUR SURVEYOR, WAYNE BLACKBOURN, CHANUTE, KS, TELEPHONE: 620-431-1000 OR THE NGS STATE ADVISOR, TOPEKA, KS, TELEPHONE: 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N390953 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TOPEKA CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 SHAWNEE COUNTY NEAREST TOWN: TOPEKA LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O M 2003 269.105 150 M 2003 268.450 149.9932 149.9947 .1 O M 2003 269.105 418 M 2003 268.477 418.2014 418.2019 .2 O M 2003 269.105 1150 M 2003 268.178 1149.6227 1149.6231 .3 150 M 2003 268.450 418 M 2003 268.477 268.2082 268.2082 .1 150 M 2003 268.450 1150 M 2003 268.178 999.6295 999.6295 .2 418 M 2003 268.477 1150 M 2003 268.178 731.4213 731.4213 .1 DESCRIPTION OF TOPEKA BASE LINE YEAR MEASURED: 2003 LATITUDE: 30 03 06 LONGITUDE: 095 38 35 AZIMUTH: 090 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF DOWNTOWN TOPEKA ON THE EAST SIDE OF THE GOLDEN AVENUE BRIDGE, AND BETWEEN SOUTHEAST 2ND STREET AND THE SHUNGANUNGA CREEK CHANNEL. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 418, AND 1150 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE BASE LINE FROM CARNAHAN AVENUE/DEER CREEK TRAFFICWAY INTERCHANGE AND INTERSTATE 70 (EXIT 364B), LOCATED AT THE EAST EDGE OF TOPEKA, GO NORTH ON DEER CREEK TRAFFICWAY FOR 1.1 KM (0.7 MI) TO A STOP SIGN AT THE JUNCTION OF SOUTHEAST SIXTH AVENUE. TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 1.1 KM (0.7 MI) TO A STOP LIGHT AT THE INTERSECTION OF SOUTHEAST RICE ROAD. TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF SOUTHEAST 2ND STREET. TURN LEFT AND GO WEST ON THE PAVED STREET FOR 0.6 KM (0.4 MI) TO THE 1150 METER POINT ON THE RIGHT, JUST AFTER CROSSING A SMALL BRIDGE OF DEER CREEK. CONTINUE WEST ON THE PAVED ROAD FOR 1.21 KM (0.75 MI) TO THE 0 METER POINT ON THE RIGHT. NOTE: ALL FOUR POINT/MONUMENTS ARE SURROUNDED BY 1.83 M (6.0 FT) SQUARE CONCRETE PAD. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1.2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 46.1 M (151.4 FT) EAST OF THE EAST SIDE OF THE SOUTH BRIDGE PIER OF THE GOLDEN AVENUE BRIDGE, 45.7 M (150.0 FT) NORTHEAST OF THE CENTER OF A SMALL GUARD RAIL AT THE PAVEMENT END OF SOUTHEAST 2ND STREET, 39.6 M (130 FT) SOUTH OF THE APPROXIMATE CENTER OF SHUNGANUNGA CREEK CHANNEL, 40.5 M (133 FT) WEST OF THE EXTENDED CENTER OF SOUTHEAST HIGH STREET, 18.9 M (62 FT) NORTH OF THE CENTER OF SOUTHEAST 2ND STREET, AND 1.0 M (3.3 FT) SOUTH OF A KDOT FIBERGLASS WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 4 CM (1.6 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 20.1 M (66.0 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 14.9 M (49.0 FT) NORTH OF THE CENTER OF SOUTHEAST 2ND STREET, 6.4 M (21.0 FT) EAST OF THE EXTENDED CENTER OF SOUTHEAST ALKIRE STREET, AND 1.0 M (3.3 FT) SOUTH OF A KDOT FIBERGLASS WITNESS POST. THE 418 METER POINT IS A STANDARD NGS DISK STAMPED "418 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 2 CM (0.8 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 68.9 M (226 FT) EAST OF THE EXTENDED CENTER OF SOUTHEAST WOODLAND AVENUE, 21.6 M (71.0 FT) WEST OF THE EXTENDED CENTER OF SOUTHEAST CARNAHAN PLACE, 17.4 M (57 FT) NORTH OF THE CENTER OF SOUTHEAST 2ND STREET, AND 1.0 M (3.3 FT) SOUTH OF A KDOT FIBERGLASS WITNESS POST. 1THE 1150 METER POINT IS A STANDARD NGS DISK STAMPED "1150 M 2003" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 23.2 M (76.0 FT) WEST OF THE NORTH ONE OF TWO DOUBLE POWER LINE POLES, 17.7 M (58.0 FT) NORTH OF THE CENTER OF SOUTHEAST 2ND STREET, AND 1.0 M (3.3 FT) SOUTH OF A KDOT 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 39 03 06 095 38 35 150 39 03 06 095 38 29 418 39 03 06 095 38 17 1150 39 03 06 095 37 47 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KANSAS SOCIETY OF AND SURVEYORS. FOR FURTHER INFORMATION CONTACT THE KDOT DISTRICT ONE SURVEYOR, STEVE WILLETT, TOPEKA, KANSAS, TELEPHONE 785-296-3881 OR THE NATIONAL GEODETIC SURVEY STATE ADVISOR, TOPEKA, KANSAS, TELEPHONE: 785-296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N370971 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WICHITA CBL KANSAS ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15805 SEDGWICK COUNTY NEAREST TOWN: WICHITA LIST OF ADJUSTED DISTANCES (NOVEMBER 12, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 384.05 150 383.94 150.0195 150.0196 .2 0 384.05 430 383.82 430.0059 430.0059 .4 0 384.05 1400 383.24 1400.0479 1400.0481 .5 150 383.94 430 383.82 279.9863 279.9864 .3 150 383.94 1400 383.24 1250.0284 1250.0286 .4 430 383.82 1400 383.24 970.0420 970.0422 .3 DESCRIPTION OF: WICHITA BASE LINE YEAR MEASURED: 1980 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ABOUT 3.0 MILES NORTHWEST OF DERBY, 2.3 MILES EAST OF HAYSVILLE AND 2.0 MILES SOUTH OF THE WICHITA CITY LIMITS ALONG THE TOP OF THE SOUTHERN LEVEE WHERE HYDRAULIC STREET CROSSES THE WICHITA VALLEY CENTER FLOODWAY. THE 0 METER POINT IS 46.1 METERS SOUTHEAST OF THE JUNCTION OF THE CENTER LINE OF HYDRAULIC AND THE SOUTH END OF THE BRIDGE OVER THE FLOODWAY, 24.0 METERS WEST OF THE DOWN RAMP ON THE INSIDE OF THE LEVEE, 13.45 METERS EAST OF THE GATE POST ON THE SOUTH SIDE OF THE LEVEE, 1.7 METERS NORTH OF THE SOUTH EDGE OF THE LEVEE AND 1.4 METERS SOUTH OF THE NORTH EDGE OF THE LEVEE. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 0.30 METER ROUND CONCRETE MONUMENTS THAT ARE FLUSH WITH THE GROUND. THE 0 METER MARK IS STAMPED 0 1979 1 AND THE 1400 METER MARK IS STAMPED WITH THE YEAR 1979. THE OTHER MARKS HAVE NO STAMPINGS AT THIS TIME. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS. ALL OF THE MARKS ARE SET IN THE CENTER OF THE TRACK ROAD ON TOP OF THE LEVEE THAT RUNS SOUTHEAST FROM HYDRAULIC STREET. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SEDGWICK COUNTY DEPARTMENT OF PUBLIC WORKS AND THE KANSAS SOCIETY OF LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT THE SECRETARY-TREASURER, THE KANSAS SOCIETY OF LAND SURVEYORS, P.O. BOX 626, HUTCHINSON, KANSAS 67501. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N370971 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WICHITA CBL KANSAS ROCKVILLE MD 20852 - JANUARY 25, 1991 PROJECT ACCESSION NUMBER: G15805 SEDGWICK COUNTY NEAREST TOWN: WICHITA ***** WICHITA BASE LINE WAS VERIFIED IN 1990 - NEW DESCRIPTION FOLLOWS ***** DESCRIPTION OF: WICHITA BASE LINE YEAR MEASURED: 1980 YEAR VERIFIED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF DERBY, 3.7 KM (2.3 MI) EAST OF HAYSVILLE, AND 2.4 KM (1.5 MI) SOUTH OF THE WICHITA CITY LIMITS ALONG THE TOP OF THE SOUTHERN LEVEE WHERE HYDRAULIC STREET CROSSES THE WICHITA VALLEY CENTER FLOODWAY. 1TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND 47th STREET (EXIT 42) ON THE SOUTH SIDE OF WICHITA, GO EAST ON 47th STREET FOR 0.85 KM (0.5 MI) TO THE INTERSECTION OF HYDRAULIC STREET. TURN RIGHT AND GO SOUTH ON HYDRAULIC STREET FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF 63 rd STREET. CONTINUE SOUTH ON HYDRAULIC STREET FOR 0.85 KM (0.5 MI) TO A BRIDGE. CONTINUE SOUTH, ACROSS THE BRIDGE FOR 0.4 KM (0.25 MI) TO A DIRT ROAD LEFT, JUST PAST THE END OF THE BRIDGE. TURN LEFT AND GO EAST ON THE ROAD FOR 30 METERS TO A LOCKED GATE. PASS THROUGH THE GATE AND BEAR LEFT TO THE LEVEE AND THE 0-METER POINT WHICH ARE ABOUT THREE METERS HIGHER THAN THE SURROUNDING LAND. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400- METER POINTS WHICH ARE SET ALONG THE APPROXIMATE CENTERLINE OF THE LEVEE. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1979 1" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE LEVEE. IT IS 41.1 M (134.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 14.5 M (47.6 FT) SOUTHEAST OF A WIRE GATE, 1.8 M (5.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.7 M (5.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE THE SURFACE OF THE LEVEE. IT IS 11.0 M (36.1 FT) EAST OF A DRAIN PIPE, 1.85 M (6.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.5 M (4.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 7 CM (3 IN) ABOVE THE SURFACE OF THE LEVEE. IT IS 2.3 M (7.5 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 2.2 M (7.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE THE SURFACE OF THE LEVEE. IT IS 2.2 M (7.2 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 2.2 M (7.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AREA, AND KEY TO LOCKED GATE, CONTACT MR. BOB JENNINGS, FLOOD CONTROL/LAND FILL SUPERVISOR, CITY OF WICHITA, DEPARTMENT OF PUBLIC WORKS, MAINTENANCE DIVISION, CENTRAL MAINTENANCE FACILITY, 1801 SOUTH McLEAN BLVD., WICHITA, KANSAS 67213. TELEPHONE (316) 268-4095. HIS MAIL ADDRESS IS: 455 N. MAIN, WICHITA, KANSAS 67202. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SEDGWICK COUNTY DEPARTMENT OF PUBLIC WORKS AND THE KANSAS SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT MR. ART GRIFFITHS, c/o TERRA TECH, INC., 245 WEST DEWEY STREET, WICHITA, KANSAS 67202. TELEPHONE (316) 267-0744. OR CONTACT THE NGS KANSAS STATE ADVISOR, KANSAS DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, BUREAU OF DESIGN, DOCKING STATE OFFICE BUILDING, TOPEKA, KANSAS 66612-1568. TELEPHONE (913) 296-6835. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N370971 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WICHITA CBL KANSAS SILVER SPRING MD 20910 - AUGUST 12, 2003 PROJECT ACCESSION NUMBER: 15805 SEDGWICK COUNTY NEAREST TOWN: WICHITA LIST OF ADJUSTED DISTANCES (AUGUST 6, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1979 1 384.050 150 383.940 150.0243 150.0244 .1 0 1979 1 384.050 430 383.820 430.0103 430.0104 .1 0 1979 1 384.050 1400 383.240 1400.0506 1400.0508 .2 150 383.940 430 383.820 279.9860 279.9860 .1 150 383.940 1400 383.240 1250.0263 1250.0265 .1 430 383.820 1400 383.240 970.0403 970.0404 .1 DESCRIPTION OF WICHITA BASE LINE YEAR MEASURED: 1980 YEAR VERIFIED: 1990 YEAR REMEASURED: 2003 LATITUDE: 37 34 04 LONGITUDE: 097 18 55 AZIMUTH: 127 CHIEF OF PARTY: GMR THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF DERBY, 3.7 KM (2.3 MI) EAST OF HAYSVILLE, AND 2.4 KM (1.5 MI) SOUTH OF THE WICHITA CITY LIMITS ALONG THE TOP OF THE SOUTHERN LEVEE, WHERE HYDRAULIC STREET CROSSES THE WICHITA VALLEY CENTER FLOODWAY. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WHICH ARE ALL LOCATED ON TOP OF AND ALONG THE APPROXIMATE CENTER OF THE LEVEE. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. NOTE: FOR PERMISSION TO ENTER THE AREA AND GET KEY TO LOCKED CABLE GATE, CONTACT MR. BOB JENNINGS, FLOOD CONTROL/LAND FILL SUPERVISOR, CITY OF WICHITA, DEPARTMENT OF PUBLIC WORKS MAINTENANCE DIVISION, CENTRAL MAINTENANCE FACILITY, 1801 SOUTH MCLEAN BLVD., WICHITA, KANSAS 67213 PHONE: 316-268-4095. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND 47TH STREET (EXIT 42), LOCATED ON THE SOUTH SIDE OF WICHITA, GO EAST ON 47TH STEET FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF HYDRAULIC STREET. TURN RIGHT AND GO SOUTH ON HYDRAULIC STREET FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF 63RD STREET. CONTINUE SOUTH ON HYDRAULIC STREET FOR 0.8 KM (0.5 MI) TO A BRIDGE. CONTINUE SOUTH ACROSS THE BRIDGE FOR 0.4 KM (0.25 MI) TO A DIRT ROAD ENTRANCE TO LEVEE AREA ON THE LEFT, JUST PAST THE END OF THE BRIDGE GUARDRAILS. TURN LEFT AND GO EAST ABOUT 20 METERS TO A LOCKED CABLE GATE. PASS THROUGH THE GATE AND BEAR LEFT TO THE LEVEE AND THE 0-METER POINT WHICH ARE ABOUT 3 METERS (9.0 FT) HIGHER THAN THE SURROUNDING LAND. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 1979 1" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE LEVEE. IT IS: 41.1 M (134.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 37.04 M (123.5 FT) EAST OF THE CENTER OF THE PAVED ROAD (HYDRAULIC STREET), AND 14.5 M (47.6 FT) SOUTHEAST OF THE CENTER OF THE REMAINS OF A WIRE GATE ON TOP OF THE LEVEE. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE LEVEE. IT IS: 150 M (492.12 FT) SOUTHEAST OF THE 0-METER POINT. 1THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 2 CM (0.8 IN) ABOVE THE SURFACE OF THE LEVEE. IT IS: 280 M (918.6 FT) SOUTHEAST OF THE 150-METER POINT. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "1400" SET IN THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE LEVEE. IT IS: 0.97 KM (0.60 MI) SOUTHEAST OF THE 430-METER POINT. 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 37 34 04 097 18 55 150 37 34 01 097 18 50 430 37 33 55 097 18 41 1400 37 33 36 097 18 09 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SEDGWICK COUNTY DEPARTMENT OF PUBLIC WORKS AND THE KANSAS SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT TRICIA L. ROBELLO, DEPUTY COUNTY SURVEYOR, SEDGWICK COUNTY DEPT. OF PUBLIC WORKS. PHONE: 316-660-3046 OR THE NATIONAL GEODETIC SURVEY STATE ADVISOR, TOPEKA, KANSAS, PHONE: 785-296-6835.