STATE OF KANSAS

1                                                              CONTENTS

          BASE LINE DESIGNATION                       STATE                    COUNTY                    QUAD


          DODGE CITY CBL                              KANSAS                   FORD                      N370994
          HAYS CBL                                    KANSAS                   ELLIS                     N380991
          LAWRENCE CBL (2003 VERIFIED)                KANSAS                   DOUGLAS                   N380951
          OLATHE CBL (1992 - NO LONGER USEABLE)       KANSAS                   JOHNSON                   N380944
          SALINA CBL                                  KANSAS                   SALINA                    N380974
          THAYER CBL                                  KANSAS                   NEOSHO                    N370952
          TOPEKA CBL                                  KANSAS                   SHAWNEE                   N390953
          WICHITA CBL (1990 VERIFIED-2003 REMEASURED) KANSAS                   SEDGWICK                  N370971

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                              790.075 150 M                            788.914      150.0020       150.0065        .1
   0 M                              790.075 450 M                            787.256      450.0047       450.0136        .2
   0 M                              790.075 1292 M                           787.422     1292.0316      1292.0343        .3

   150 M                            788.914 450 M                            787.256      300.0028       300.0073        .1
   150 M                            788.914 1292 M                           787.422     1142.0296      1142.0305        .2

   450 M                            787.256 1292 M                           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)

   0 M                              616.282 150 M                            616.124      150.0604       150.0605        .1
   0 M                              616.282 430 M                            615.767      430.0046       430.0049        .1
   0 M                              616.282 1400 M                           616.474     1400.0131      1400.0131        .2

   150 M                            616.124 430 M                            615.767      279.9443       279.9445        .1
   150 M                            616.124 1400 M                           616.474     1249.9527      1249.9527        .1

   430 M                            615.767 1400 M                           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 - 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 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)

     0 EDMI CALIB A                   331.01  150 EDMI CALIB B                 329.43      149.9689       149.9772       0.4
     0 EDMI CALIB A                   331.01  816 EDMI CALIB C                 326.93      816.0201       816.0303       0.7
     0 EDMI CALIB A                   331.01  1433 EDMI CALIB D                322.97     1433.9364      1433.9589       1.0

     150 EDMI CALIB B                 329.43  816 EDMI CALIB C                 326.93      666.0512       666.0559       0.6
     150 EDMI CALIB B                 329.43  1433 EDMI CALIB D                322.97     1283.9674      1283.9837       0.9

     816 EDMI CALIB C                 326.93  1433 EDMI CALIB 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.  ***

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)

    0 M                              405.168 150 M                            402.870      150.0342       150.0518        .1
    0 M                              405.168 412 M                            399.557      411.5761       411.6144        .1
    0 M                              405.168 1196 M                           392.385     1195.7986      1195.8669        .2
 
    150 M                            402.870 412 M                            399.557      261.5419       261.5629        .1
    150 M                            402.870 1196 M                           392.385     1045.7644      1045.8169        .1
 
    412 M                            399.557 1196 M                           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)

    0 M                               30.480 150 M                             30.587      149.9957       149.9958        .1
    0 M                               30.480 430 M                             29.832      429.9933       429.9938        .1
    0 M                               30.480 1150 M                            27.159     1150.0138      1150.0186        .2
 
    150 M                             30.587 430 M                             29.832      279.9976       279.9986        .1
    150 M                             30.587 1150 M                            27.159     1000.0181      1000.0240        .1
 
    430 M                             29.832 1150 M                            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)

    0 M                              269.105 150 M                            268.450      149.9932       149.9947        .1
    0 M                              269.105 418 M                            268.477      418.2014       418.2019        .2
    0 M                              269.105 1150 M                           268.178     1149.6227      1149.6231        .3
 
    150 M                            268.450 418 M                            268.477      268.2082       268.2082        .1
    150 M                            268.450 1150 M                           268.178      999.6295       999.6295        .2
 
    418 M                            268.477 1150 M                           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.

 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: 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                                384.050 150                              383.940      150.0243       150.0244        .1
    0                                384.050 430                              383.820      430.0103       430.0104        .1
    0                                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.