THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR NASSAU COUNTY, IS FOR INFORMATION PURPOSES ONLY.
THE DEPARTMENT OF ENVIRONMENTAL PROTECTION SHALL NOT BE HELD LIABLE FOR
ANY USE THEREOF. FACTUAL INFORMATION MUST BE OBTAINED FROM THE RECORD
PLAT RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR THIS
COUNTY.



RECORDED APRIL 6, 1983 IN "SETBACK LINE
BOOK, PAGES 10-16" IN THE PUBLIC RECORDS
OF NASSAU COUNTY, FLORIDA.



                    METES AND BOUNDS DESCRIPTION
                             FOR THE
                 COASTAL CONSTRUCTION CONTROL LINE
                     NASSAU COUNTY, FLORIDA

Description of Coastal Construction Control Line is established in compliance
with Section 161.053, Florida Statutes, said control line lying along the
Atlantic coast from the mean high water line of the southern bank of Cumberland
Sound southerly to the mean high water line of the northern bank of Nassau
Sound.

Said Coastal Construction Control Line is related to a series of "Permanent
Reference Monuments" (P.R.M.) designated and hereinafter referred to as "74-81-
A01 through 74-81-A29" for monuments established by the Department of Natural
Resources, State of Florida or referred to by station name for monuments
established by the National Geodetic Survey (N.G.S.) or by the U.S. Corps of
Engineers (U.S.C.E.).

COMMENCE AT P.R.M. 74-81-A02 THENCE S 62 DEG. 59 MIN. 38 SEC. E A DISTANCE OF
901.314 FEET TO THE POINT OF BEGINNING; THENCE N 10 DEG. 00 MIN. 00 SEC. E TO
THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN BANK OF
CUMBERLAND SOUND; SAID POINT BEING THE NORTHERLY TERMINUS OF THE COASTAL
CONSTRUCTION CONTROL LINE IN NASSAU COUNTY; THENCE RETURN ALONG THE SAME
COURSE TO THE POINT OF BEGINNING.
THENCE S 73 DEG. 48 MIN. 45 SEC. E A DISTANCE OF 1000.42 FEET TO A POINT,
THENCE S 73 DEG. 36 MIN. 17 SEC. E A DISTANCE OF  903.20 FEET TO A POINT,
THENCE N 85 DEG. 48 MIN. 53 SEC. E A DISTANCE OF 1067.21 FEET TO A POINT,
THENCE N 80 DEG. 42 MIN. 29 SEC. E A DISTANCE OF  969.22 FEET TO A POINT,
SAID POINT BEING S 66 DEG. 57 MIN. 20 SEC. E A DISTANCE OF 452.293 FEET FROM
P.R.M. 74-81-A03.
THENCE S 87 DEG. 06 MIN. 54 SEC. E A DISTANCE OF  835.05 FEET TO A POINT,
THENCE S 66 DEG. 25 MIN. 28 SEC. E A DISTANCE OF  853.90 FEET TO A POINT,
THENCE S 42 DEG. 50 MIN. 33 SEC. E A DISTANCE OF  823.26 FEET TO A POINT,
THENCE S 64 DEG. 20 MIN. 04 SEC. E A DISTANCE OF 1294.83 FEET TO A POINT,
SAID POINT BEING S 62 DEG. 39 MIN. 02 SEC. E A DISTANCE OF 451.992 FEET FROM
P.R.M. 74-81-A04.
THENCE S 43 DEG. 24 MIN. 55 SEC. E A DISTANCE OF  268.45 FEET TO A POINT,
THENCE S 10 DEG. 31 MIN. 35 SEC. W A DISTANCE OF 1021.74 FEET TO A POINT,
THENCE S 10 DEG. 36 MIN. 24 SEC. W A DISTANCE OF  930.85 FEET TO A POINT,
THENCE S 02 DEG. 49 MIN. 08 SEC. W A DISTANCE OF 1148.90 FEET TO A POINT,
SAID POINT BEING S 77 DEG. 40 MIN. 40 SEC. E A DISTANCE OF 533.381 FEET FROM
P.R.M. 74-81-A06.
THENCE S 06 DEG. 00 MIN. 55 SEC. W A DISTANCE OF  949.95 FEET TO A POINT,
THENCE S 01 DEG. 18 MIN. 47 SEC. W A DISTANCE OF 1055.03 FEET TO A POINT,
SAID POINT BEING N 03 DEG. 12 MIN. 50 SEC. W A DISTANCE OF 404.207 FEET FROM
P.R.M. 74-81-A07.
THENCE S 01 DEG. 18 MIN. 44 SEC. E A DISTANCE OF 1095.40 FEET TO A POINT,
THENCE S 05 DEG. 58 MIN. 43 SEC. W A DISTANCE OF  891.18 FEET TO A POINT,
THENCE S 05 DEG. 52 MIN. 56 SEC. W A DISTANCE OF  981.15 FEET TO A POINT,
SAID POINT BEING N 13 DEG. 59 MIN. 25 SEC. E A DISTANCE OF 328.512 FEET FROM
P.R.M. 74-81-A08.
THENCE S 07 DEG. 17 MIN. 59 SEC. W A DISTANCE OF  807.06 FEET TO A POINT,
THENCE S 07 DEG. 14 MIN. 19 SEC. W A DISTANCE OF  967.15 FEET TO A POINT,
THENCE S 06 DEG. 53 MIN. 03 SEC. W A DISTANCE OF  887.69 FEET TO A POINT,
SAID POINT BEING N 79 DEG. 06 MIN. 40 SEC. E A DISTANCE OF  92.486 FEET FROM
P.R.M. 74-81-A09.
THENCE S 08 DEG. 14 MIN. 08 SEC. W A DISTANCE OF 1050.73 FEET TO A POINT,
THENCE S 08 DEG. 20 MIN. 49 SEC. W A DISTANCE OF 1034.41 FEET TO A POINT,
SAID POINT BEING S 06 DEG. 36 MIN. 55 SEC. E A DISTANCE OF 406.092 FEET FROM
P.R.M. 74-81-A10.
THENCE S 08 DEG. 21 MIN. 35 SEC. W A DISTANCE OF  843.68 FEET TO A POINT,
THENCE S 06 DEG. 18 MIN. 18 SEC. W A DISTANCE OF  948.13 FEET TO A POINT,
SAID POINT BEING S 22 DEG. 43 MIN. 27 SEC. W A DISTANCE OF 296.392 FEET FROM
P.R.M. 74-81-A11.
THENCE S 09 DEG. 18 MIN. 10 SEC. W A DISTANCE OF  906.75 FEET TO A POINT,
THENCE S 09 DEG. 52 MIN. 34 SEC. W A DISTANCE OF  854.58 FEET TO A POINT,
SAID POINT BEING N 02 DEG. 04 MIN. 03 SEC. E A DISTANCE OF 447.708 FEET FROM
P.R.M. 74-81-A12.
THENCE S 09 DEG. 55 MIN. 07 SEC. W A DISTANCE OF 1100.59 FEET TO A POINT,
THENCE S 10 DEG. 23 MIN. 03 SEC. W A DISTANCE OF  972.59 FEET TO A POINT,
THENCE S 09 DEG. 27 MIN. 20 SEC. W A DISTANCE OF 1018.24 FEET TO A POINT,
SAID POINT BEING N 11 DEG. 45 MIN. 14 SEC. E A DISTANCE OF 367.116 FEET FROM
P.R.M. 74-81-A13.
THENCE S 09 DEG. 46 MIN. 56 SEC. W A DISTANCE OF  975.04 FEET TO A POINT,
THENCE S 10 DEG. 22 MIN. 05 SEC. W A DISTANCE OF  896.35 FEET TO A POINT,
THENCE S 10 DEG. 13 MIN. 37 SEC. W A DISTANCE OF 1068.69 FEET TO A POINT,
THENCE S 10 DEG. 11 MIN. 39 SEC. W A DISTANCE OF  998.71 FEET TO A POINT,
SAID POINT BEING S 04 DEG. 51 MIN. 53 SEC. E A DISTANCE OF 481.970 FEET FROM
P.R.M. 74-81-A14.
THENCE S 10 DEG. 17 MIN. 31 SEC. W A DISTANCE OF 1014.66 FEET TO A POINT,
THENCE S 11 DEG. 23 MIN. 07 SEC. W A DISTANCE OF  879.95 FEET TO A POINT,
THENCE S 09 DEG. 22 MIN. 39 SEC. W A DISTANCE OF  955.22 FEET TO A POINT,
THENCE S 07 DEG. 58 MIN. 02 SEC. W A DISTANCE OF 1042.15 FEET TO A POINT,
SAID POINT BEING N 80 DEG. 47 MIN. 19 SEC. E A DISTANCE OF 170.510 FEET FROM
P.R.M. 74-81-A15.
THENCE S 08 DEG. 34 MIN. 17 SEC. W A DISTANCE OF 1068.58 FEET TO A POINT,
THENCE S 10 DEG. 49 MIN. 49 SEC. W A DISTANCE OF  969.93 FEET TO A POINT,
THENCE S 11 DEG. 08 MIN. 14 SEC. W A DISTANCE OF  793.01 FEET TO A POINT,
SAID POINT BEING S 25 DEG. 24 MIN. 49 SEC. E A DISTANCE OF 319.300 FEET FROM
P.R.M. 74-81-A16.
THENCE S 09 DEG. 03 MIN. 02 SEC. W A DISTANCE OF 1167.69 FEET TO A POINT,
THENCE S 05 DEG. 48 MIN. 15 SEC. W A DISTANCE OF  888.37 FEET TO A POINT,
SAID POINT BEING N 80 DEG. 30 MIN. 30 SEC. E A DISTANCE OF 135.812 FEET FROM
P.R.M. 74-81-A17.
THENCE S 07 DEG. 13 MIN. 36 SEC. W A DISTANCE OF  815.99 FEET TO A POINT,
THENCE S 07 DEG. 55 MIN. 38 SEC. W A DISTANCE OF  981.07 FEET TO A POINT,
THENCE S 08 DEG. 07 MIN. 17 SEC. W A DISTANCE OF 1021.13 FEET TO A POINT,
THENCE S 06 DEG. 06 MIN. 18 SEC. W A DISTANCE OF  993.57 FEET TO A POINT,
SAID POINT BEING N 40 DEG. 18 MIN. 22 SEC. E A DISTANCE OF 436.772 FEET FROM
P.R.M. 74-81-A18.
THENCE S 04 DEG. 41 MIN. 10 SEC. W A DISTANCE OF  922.90 FEET TO A POINT,
THENCE S 03 DEG. 41 MIN. 34 SEC. W A DISTANCE OF 1026.94 FEET TO A POINT,
THENCE S 02 DEG. 35 MIN. 37 SEC. W A DISTANCE OF  886.47 FEET TO A POINT,
THENCE S 01 DEG. 58 MIN. 12 SEC. W A DISTANCE OF  948.20 FEET TO A POINT,
THENCE S 01 DEG. 54 MIN. 20 SEC. W A DISTANCE OF 1025.77 FEET TO A POINT,
SAID POINT BEING S 85 DEG. 13 MIN. 17 SEC. E A DISTANCE OF  95.000 FEET FROM
P.R.M. 74-81-A19.
THENCE S 02 DEG. 37 MIN. 28 SEC. W A DISTANCE OF  834.02 FEET TO A POINT,
THENCE S 02 DEG. 05 MIN. 23 SEC. W A DISTANCE OF  901.65 FEET TO A POINT,
THENCE S 00 DEG. 57 MIN. 45 SEC. W A DISTANCE OF  941.73 FEET TO A POINT,
THENCE S 02 DEG. 49 MIN. 25 SEC. W A DISTANCE OF 1175.39 FEET TO A POINT,
SAID POINT BEING S 80 DEG. 19 MIN. 01 SEC. E A DISTANCE OF 144.937 FEET FROM
P.R.M. 74-81-A20.
THENCE S 00 DEG. 07 MIN. 55 SEC. E A DISTANCE OF 1012.78 FEET TO A POINT,
THENCE S 01 DEG. 06 MIN. 52 SEC. E A DISTANCE OF  980.45 FEET TO A POINT,
THENCE S 02 DEG. 42 MIN. 39 SEC. E A DISTANCE OF  962.08 FEET TO A POINT,
THENCE S 03 DEG. 51 MIN. 36 SEC. E A DISTANCE OF 1023.38 FEET TO A POINT,
SAID POINT BEING S 10 DEG. 35 MIN. 56 SEC. W A DISTANCE OF 181.740 FEET FROM
P.R.M. 74-81-A21.
THENCE S 03 DEG. 14 MIN. 39 SEC. E A DISTANCE OF  941.54 FEET TO A POINT,
THENCE S 03 DEG. 29 MIN. 07 SEC. E A DISTANCE OF 1027.09 FEET TO A POINT,
THENCE S 03 DEG. 56 MIN. 45 SEC. E A DISTANCE OF  953.01 FEET TO A POINT,
THENCE S 05 DEG. 13 MIN. 26 SEC. E A DISTANCE OF  948.28 FEET TO A POINT,
SAID POINT BEING S 26 DEG. 27 MIN. 21 SEC. W A DISTANCE OF 192.372 FEET FROM
P.R.M. 74-81-A22.
THENCE S 06 DEG. 36 MIN. 31 SEC. E A DISTANCE OF  938.87 FEET TO A POINT,
THENCE S 08 DEG. 27 MIN. 03 SEC. E A DISTANCE OF  911.37 FEET TO A POINT,
THENCE S 08 DEG. 58 MIN. 38 SEC. E A DISTANCE OF  935.68 FEET TO A POINT,
THENCE S 08 DEG. 45 MIN. 27 SEC. E A DISTANCE OF  978.96 FEET TO A POINT,
THENCE S 09 DEG. 32 MIN. 09 SEC. E A DISTANCE OF 1038.84 FEET TO A POINT,
SAID POINT BEING N 67 DEG. 43 MIN. 44 SEC. W A DISTANCE OF  98.712 FEET FROM
P.R.M. 74-81-A23.
THENCE S 10 DEG. 59 MIN. 36 SEC. E A DISTANCE OF  972.92 FEET TO A POINT,
THENCE S 11 DEG. 00 MIN. 37 SEC. E A DISTANCE OF 1030.15 FEET TO A POINT,
THENCE S 13 DEG. 02 MIN. 19 SEC. E A DISTANCE OF  889.30 FEET TO A POINT,
SAID POINT BEING N 45 DEG. 12 MIN. 02 SEC. W A DISTANCE OF 234.871 FEET FROM
P.R.M. 74-81-A24.
THENCE S 12 DEG. 48 MIN. 27 SEC. E A DISTANCE OF  993.02 FEET TO A POINT,
THENCE S 15 DEG. 08 MIN. 15 SEC. E A DISTANCE OF 1044.80 FEET TO A POINT,
THENCE S 14 DEG. 56 MIN. 45 SEC. E A DISTANCE OF  942.18 FEET TO A POINT,
THENCE S 12 DEG. 01 MIN. 36 SEC. E A DISTANCE OF  735.68 FEET TO A POINT,
THENCE S 09 DEG. 00 MIN. 11 SEC. W A DISTANCE OF 1045.09 FEET TO A POINT,
SAID POINT BEING S 60 DEG. 02 MIN. 58 SEC. W A DISTANCE OF 411.935 FEET FROM
P.R.M. 74-81-A26.
THENCE S 19 DEG. 42 MIN. 54 SEC. W A DISTANCE OF  929.52 FEET TO A POINT,
THENCE S 27 DEG. 16 MIN. 56 SEC. W A DISTANCE OF  955.63 FEET TO A POINT,
SAID POINT BEING N 33 DEG. 00 MIN. 38 SEC. W A DISTANCE OF 377.248 FEET FROM
P.R.M. 74-81-A27.
THENCE S 27 DEG. 16 MIN. 56 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE NORTHERN BANK OF NASSAU SOUND; SAID POINT BEING THE
SOUTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE IN NASSAU COUNTY.

        I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
        LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
        SECTION 161.053, FLORIDA STATUTES, IN NASSAU COUNTY,
        FLORIDA,LYING ALONG THE ATLANTIC COAST OF SAID COUNTY,
        WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF THE STATE
        OF FLORIDA DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR
        MEETING ON THE 15TH OF MARCH, 1983.
                                (ELTON GISSENDANNER)
                                __________________________
                                    EXECUTIVE DIRECTOR

        ATTEST:
          (VIOLET DAVIS)
        ------------------------
         EXECUTIVE SECETARY

        I HEREBY CERTIFY THAT THIS MAP IS A TRUE REPRESENTATION
        OF THE LINE SHOWN AND DESCRIBED HEREWITH, TO THE BEST OF
        MY KNOWLEDGE AND BELIEF, ACCORDING TO A RECENT SURVEY
        MADE UNDER MY DIRECTION.

           (ROBERT E. CHASON)
         --------------------------------
        ROBERT E. CHASON
        REGISTERED LAND SURVEYOR, NO. 2024
        STATE OF FLORIDA
        JANUARY 17, 1983


             The location of the Coastal Construction Control Line
             in Nassau County was determined by Surveys using the
             Following National Geodetic Survey (N.G.S.) Stations
             and State Plane Coordinates as Horizontal Control With
             Reference being made to the N.G.S. Computation Source
             Number.

                     NORTH AMERICAN 1927 DATUM
                     Florida Mercator East Zone

     Station                Y                      X                 Source
     -------               ---                    ---               --------
Point Peter 1855       2,324,664.64            339,085.43            G 1892
Braddock ECC. 1932     2,238,763.09            352,390.54            G 1892



 THE NASSAU COUNTY COASTAL CONSTRUCTION CONTROL LINE
LEGAL DESCRIPTION REFERS TO THE FOLLOWING PERMANENT
REFERENCE MONUMENTS (P.R.M.).

    STATION                 Y                      X
    -------                ---                    ---
POINT PETER 1855       2,324,664.64            339,085.43
74-81-A01              2,324,666.230           339,378.133
74-81-A02              2,316,555.731           357,244.368
74-81-A03              2,316,024.047           361,479.299
74-81-A04              2,314,506.653           364,837.531
74-81-A05              2,311,326.352           365,206.938
74-81-A06              2,311,150.828           364,487.906
74-81-A07              2,308,633.958           364,907.934
74-81-A08              2,305,761.329           364,637.564
74-81-A09              2,303,421.372           364,295.353
74-81-A10              2,301,778.888           364,038.718
74-81-A11              2,299,871.776           363,973.210
74-81-A12              2,297,414.238           363,549.413
74-81-A13              2,294,457.029           362,958.614
74-81-A14              2,291,419.444           362,299.047
74-81-A15              2,287,076.399           361,516.526
74-81-A16              2,284,604.717           361,053.119
74-81-A17              2,282,256.954           360,782.671
74-81-A18              2,278,166.244           360,146.213
74-81-A19              2,273,704.214           360,085.720
74-81-A20              2,269,870.918           359,892.728
74-81-A21              2,266,050.079           360,204.822
74-81-A22              2,262,183.354           360,524.741
74-81-A23              2,257,223.364           361,239.525
74-81-A24              2,254,262.656           361,897.742
74-81-A26              2,249,994.900           362,813.713
74-81-A27              2,247,748.533           361,910.711
USCE 4-1 3-3-81        2,247,033.488           356,145.349
74-81-A28              2,243,599.632           351,286.791
74-81-A29              2,240,206.956           352,633.801



I HEREBY CERTIFY THAT THE COORDINATES LISTED AND ATTACHED HERETO WERE
ESTABLISHED BY SURVEYS OF SECOND ORDER ACCURACY IN ACCORDANCE WITH THE
CRITERIA OF THE DEPARTMENT OF TRANSPORTATION, STATE OF FLORIDA, AND ARE
ON THE STATE PLANE COORDINATE SYSTEM OF FLORIDA, EAST ZONE BASED ON THE
NATIONAL OCEAN SURVEY TRIANGULATION STATIONS, OF SECOND ORDER TRAVERSE,
ALONG THE EAST COAST OF THE STATE OF FLORIDA.

THIS IS A RESURVEY OF THE COASTAL CONSTRUCTION CONTROL LINE IN NASSAU
COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU FLORIDA DEPARTMENT OF
TRANSPORTATION, COMPLETED IN JULY, 1981.


( ROBERT E. CHASON )
___________________________
         CERTIFIED
ROBERT E. CHASON
REGISTERED LAND SURVEYOR
NO. 2024, STATE OF FLORIDA
JANUARY 17, 1983