 STATE OF RHODE ISLAND
1                                                              CONTENTS



           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD


           GALILEE                                    RHODE ISLAND             WASHINGTON                N417133
           NORTH CENTRAL                              RHODE ISLAND             PROVIDENCE                N410711
 
1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N417133
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  GALILEE CBL               RHODE ISLAND
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17091                 WASHINGTON COUNTY

                                               LIST OF ADJUSTED DISTANCES (SEPTEMBER 14,1983)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

        0 MINUS 10                   3.657      0 ZERO                         3.668        10.0009        10.0009       0.2
        0 MINUS 10                   3.657      150                            3.479       159.9978       159.9979       0.3
        0 MINUS 10                   3.657      400                            3.452       410.0058       410.0059       0.4
        0 MINUS 10                   3.657      1050                           7.209      1060.0007      1060.0066       0.5
        0 MINUS 10                   3.657      1060                           7.557      1070.0037      1070.0108       0.5

        0 ZERO                       3.668      150                            3.479       149.9969       149.9971       0.2
        0 ZERO                       3.668      400                            3.452       400.0049       400.0050       0.4
        0 ZERO                       3.668      1050                           7.209      1049.9998      1050.0057       0.5
        0 ZERO                       3.668      1060                           7.557      1060.0028      1060.0099       0.5

        150                          3.479      400                            3.452       250.0080       250.0080       0.3
        150                          3.479      1050                           7.209       900.0028       900.0105       0.4
        150                          3.479      1060                           7.557       910.0058       910.0149       0.4

        400                          3.452      1050                           7.209       649.9947       650.0056       0.4
        400                          3.452      1060                           7.557       659.9977       660.0105       0.4

        1050                         7.209      1060                           7.557        10.0030        10.0090       0.2


      DESCRIPTION OF GALILEE BASE LINE
      YEAR MEASURED:  1983
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ABOUT 6.44 KM (4.0 MI) SOUTH OF WAKEFIELD, 6.44 KM (4.0 MI) SOUTH-SOUTHWEST OF NARRAGANSETT, 2.41
      KM (1.5 MI) NORTHWEST OF POINT JUDITH AND 0.80 KM (0.5 MI) NORTHEAST OF GALILEE ALONG THE MEDIAN OF GALILEE ROAD.

      TO REACH THE 0 METER POINT FROM THE UNDERPASS AT THE JUNCTION OF UNITED STATES HIGHWAY 1 AND STATE HIGHWAY 108 SOUTHEAST
      OF WAKEFIELD, GO SOUTH ON STATE HIGHWAY 108 FOR 6.60 KM (4.1 MI) TO GALILEE ROAD, TURN RIGHT, GO WEST ON GALILEE ROAD FOR
      0.56 KM (0.35 MI) TO THE 1060 AND 1050 METER POINTS IN THE MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR 0.64 KM (0.4 MI) TO
      THE 400 METER POINT IN THE MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT IN THE
      MEDIAN, CONTINUE WEST ON GALILEE ROAD FOR 0.16 KM (0.1 MI) TO THE 0 AND ZERO MINUS TEN METER POINTS IN THE MEDIAN.

      THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END.  IT IS MADE UP OF THE 0, ZERO MINUS TEN, 150,
      400, 1050, AND 1060 METER POINTS.  MEASUREMENTS WERE MADE TO THE PUNCH HOLES MADE IN THE CROSSES ON TOP OF THE DISKS.

      THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---ZERO 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 38 CM (15 IN)
      IN DIAMETER FLUSH WITH GROUND LOCATED 10.00 M (32.8 FT) E FROM THE 0 MINUS TEN METER POINT, 7.04 M (23.1 FT) N FROM THE
      CENTER LINE OF THE EAST BOUND LANES, AND 6.80 M (22.3 FT) S FROM THE CENTER LINE OF THE WEST BOUND LANES.  THE 1050 METER
      POINT IS A STANDARD NGS DISK STAMPED---1050 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 38 CM (15 IN) IN DIAMETER
      FLUSH WITH GROUND LOCATED 10.0 M (32.8 FT) W FROM THE 1060 METER POINT, 7.10 M (23.3 FT) N FROM THE CENTER LINE OF THE
      EAST BOUND LANES, AND 6.77 M (22.2 FT) S FROM THE CENTER LINE OF THE WEST BOUND LANES.

      ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THEIR DESIGNATION AND SET ON A LINE IN THE MEDIAN
      OF GALILEE ROAD ABOUT 23 FEET NORTH OF THE EAST BOUND LANES AND ABOUT 22 FEET SOUTH OF THE WEST BOUND LANES OF GALILEE
      ROAD.  ALL OF THE METER POINTS HAVE AN ORANGE ARROW PAINTED ON THE SOUTH SHOULDER OF THE WEST BOUND LANES OF GALILEE ROAD.

1     THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY
      MOTTA, RHODE ISLAND DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, ROOM 244D, STATE OFFICE BUILDING, PROVIDENCE, RHODE
      ISLAND 02903.  TELEPHONE (401) 277-2814.

1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N410711
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NORTH CENTRAL CBL         RHODE ISLAND
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17091                 PROVIDENCE COUNTY

                                                LIST OF ADJUSTED DISTANCES (SEPTEMBER 14,1983)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

        0 MINUS 10                  126.275     0 ZERO                        126.595       10.0004        10.0055       0.3
        0 MINUS 10                  126.275     150                           127.066      160.0013       160.0033       0.4
        0 MINUS 10                  126.275     400                           128.225      410.0069       410.0116       0.5
        0 MINUS 10                  126.275     890                           129.682      899.9944       900.0008       0.7
        0 MINUS 10                  126.275     900                           129.362      909.9980       910.0032       0.7

        0 ZERO                      126.595     150                           127.066      150.0010       150.0017       0.3
        0 ZERO                      126.595     400                           128.225      400.0066       400.0099       0.5
        0 ZERO                      126.595     890                           129.682      889.9940       889.9994       0.6
        0 ZERO                      126.595     900                           129.362      899.9977       900.0019       0.7

        150                         127.066     400                           128.225      250.0056       250.0083       0.4
        150                         127.066     890                           129.682      739.9930       739.9977       0.5
        150                         127.066     900                           129.362      749.9967       750.0002       0.6

        400                         128.225     890                           129.682      489.9875       489.9896       0.4
        400                         128.225     900                           129.362      499.9911       499.9924       0.4

        890                         129.682     900                           129.362       10.0037        10.0088       0.3


      DESCRIPTION OF NORTH CENTRAL BASE LINE
      YEAR MEASURED:  1983
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ABOUT 12.87 KM (8.0 MI) NORTHWEST OF PROVIDENCE, 10.46 KM (6.5 MI) WEST-NORTHWEST OF PAWTUCKET
      AND 8.85 KM (5.5 MI) SOUTH OF WOONSOCKET AT THE NORTH CENTRAL STATE AIRPORT ALONG THE NORTHWEST SIDE OF THE
      NORTHEAST-SOUTHWEST RUNWAY.

      TO REACH THE 0 METER POINT FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 123 NORTHWEST OF PROVIDENCE, GO SOUTH ON STATE
      HIGHWAY 123 FOR 1.61 KM (1.0 MI) TO WHERE STATE HIGHWAY 123 BEARS LEFT AND THE NORTH ENTRANCE TO NORTH CENTRAL STATE
      AIRPORT, GO SOUTHERLY ON AIRPORT DRIVE FOR 0.32 KM (0.2 MI) TO GATE BETWEEN HANGARS, (CHECK WITH AIRPORT MANAGER BEFORE
      ENTERING) PASS THRU GATE, BEAR RIGHT, FOLLOW TAXIWAY FOR 0.40 KM (0.25 MI) TO YELLOW STRIPE ACROSS TAXIWAY, TURN RIGHT, GO
      NORTHEAST ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.64 KM (0.4 MI) TO END OF RUNWAY, TURN LEFT, GO NORTHWEST ALONG END OF
      RUNWAY FOR 0.08 KM (0.05 MI) TO THE 0 METER POINT AND ZERO MINUS TEN METER POINT.  TO REACH OTHER METER POINTS, GO
      SOUTHWEST FROM THE 0 METER ALONG THE NORTHWEST SIDE OF THE RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE
      SOUTHWEST ALONG NORTHWEST SIDE OF THE RUNWAY FOR 0.24 KM (0.15 MI) TO THE 400 METER POINT, CONTINUE SOUTHWEST ALONG
      NORTHWEST SIDE OF THE RUNWAY FOR 0.48 KM (0.3 MI) TO THE 890 AND 900 METER POINTS.

      THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END.  IT IS MADE UP OF THE 0, ZERO
      MINUS TEN, 150, 400, 890, AND 900 METER POINTS.

      THE 0 METER POINT IS A STANDARD NGS STANDARD DISK STAMPED---ZERO 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35.5
      CM (14 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 38.10 M (125.0 FT) NW FROM THE NORTH CORNER OF THE NORTHEAST-SOUTHWEST
      RUNWAY, 17.80 M (58.4 FT) N FROM AN ORANGE STROBE LANDING LIGHT, AND 7.22 M (23.7 FT) SE FROM THE SOUTHEAST EDGE OF PAVED
      DRAINAGE DITCH.

1     ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1982.
      MEASUREMENTS WERE MADE TO THE PUNCH HOLES IN THE CROSSES ON THE TOP OF THE DISKS.  THE MARKS ARE ON A LINE PARALLEL WITH
      THE RUNWAY AND APPROXIMATELY 125 FEET NORTHWEST.  THE PAVED DITCH EXTENDS FROM THE ZERO MINUS TEN METER POINT TO JUST PAST
      THE 400 METER POINT.  (NO WITNESS POSTS).

      FOR SITE ACCESS, CONTACT AIRPORT MANAGER (MR. TED POLAK) BEFORE ENTERING AIRPORT PROPERTY.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF RHODE ISLAND.  FOR FURTHER INFORMATION CONTACT MR. TONY
      MOTTA, RHODE ISLAND DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, STATE OFFICE BUILDING, ROOM 244D, PROVIDENCE, RHODE
      ISLAND 02903.  TELEPHONE (401) 277-2814.
