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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR BREVARD 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 DEC. 4, 1986, IN "SURVEY BOOK
2A, PAGES 29-42" IN THE PUBLIC RECORDS
OF BREVARD COUNTY, FLORIDA.



                    METES AND BOUNDS DESCRIPTION
                              FOR THE
                  COASTAL CONSTRUCTION CONTROL LINE
                      BREVARD 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 Port
Canaveral Inlet southerly to the mean high water line of the northern
bank of Sebastian Inlet.

Said Coastal Construction Control Line is related to a series of "Permanent
Reference Monuments" (P.R.M.) designated and hereinafter referred to as
"70-80-A01 through 70-80-A18", "70-85-A19-2", "70-80-A20", "70-85-A21-2",
"70-80-A22 through 70-80-A26", "70-80-A27 85", "70-80-A28", "70-80-A29 1985",
"70-80-A30 through 70-80-A31", "70-80-A32 1985", "70-80-A33 through  70-80-A38",
"70-85-A39-2", "70-80-A40 through 70-80-A42", "70-85-A43-2", "70-80-A44",
"70-85-A45-2 through 70-85-A47-2", "70-80-A48  through 70-80-A63" and "88-78-A01
through 88-78-A03", Station JLR 532 1965 and National Geodetic Station TECH
1961, for monuments established by the Department of Natural Resources, State
of Florida, or referenced to by station name for monuments established by the
National Geodetic Survey (N.G.S.) or by Pan American World Airways (P.A.A.).


COMMENCE AT P.R.M. 70-80-A01 THENCE S 68 DEG. 11 MIN. 38 SEC. W (ALL BEARINGS
IN THIS DESCRIPTION ARE GRID) A DISTANCE OF 226.639 FEET TO THE POINT OF
BEGINNING; THENCE N 09 DEG. 52 MIN. 38 SEC. E TO THE POINT OF INTERSECTION WITH
THE MEAN HIGH WATER LINE OF THE SOUTHERN BANK OF PORT CANAVERAL INLET; SAID
POINT BEING THE NORTHERN TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
BREVARD COUNTY; THENCE S 09 DEG. 52 MIN. 38 SEC W TO THE POINT OF BEGINNING.
THENCE S 09 DEG. 52 MIN. 38 SEC. W A DISTANCE OF  851.12 FEET TO A POINT;
THENCE S 17 DEG. 41 MIN. 13 SEC. W A DISTANCE OF  710.00 FEET TO A POINT;
SAID POINT BEING S 85 DEG. 05 MIN. 22 SEC. W A DISTANCE OF 390.100 FEET FROM
P.R.M. 70-80-A02.
THENCE S 17 DEG. 41 MIN. 13 SEC. W A DISTANCE OF  404.17 FEET TO A POINT;
THENCE S 20 DEG. 04 MIN. 35 SEC. W A DISTANCE OF  971.53 FEET TO A POINT;
THENCE S 17 DEG. 40 MIN. 56 SEC. W A DISTANCE OF  963.00 FEET TO A POINT;
THENCE S 15 DEG. 02 MIN. 19 SEC. W A DISTANCE OF  970.74 FEET TO A POINT;
THENCE S 14 DEG. 30 MIN. 01 SEC. W A DISTANCE OF  943.04 FEET TO A POINT;
SAID POINT BEING S 45 DEG. 21 MIN. 31 SEC. W A DISTANCE OF 417.775 FEET FROM
P.R.M. 70-80-A03.
THENCE S 13 DEG. 23 MIN. 54 SEC. W A DISTANCE OF  590.00 FEET TO A POINT;
SAID POINT BEING S 45 DEG. 19 MIN. 26 SEC. E A DISTANCE OF 270.166 FEET FROM
P.R.M. 70-80-A04.
THENCE S 13 DEG. 23 MIN. 54 SEC. W A DISTANCE OF  314.11 FEET TO A POINT;
THENCE S 12 DEG. 47 MIN. 14 SEC. W A DISTANCE OF  962.37 FEET TO A POINT;
THENCE S 14 DEG. 27 MIN. 59 SEC. W A DISTANCE OF  936.69 FEET TO A POINT;
SAID POINT BEING N 57 DEG. 26 MIN. 20 SEC. E A DISTANCE OF 503.330 FEET FROM
P.R.M. 70-80-A05.
THENCE S 13 DEG. 06 MIN. 01 SEC. W A DISTANCE OF  994.89 FEET TO A POINT;
THENCE S 13 DEG. 04 MIN. 04 SEC. W A DISTANCE OF  968.58 FEET TO A POINT;
THENCE S 11 DEG. 46 MIN. 06 SEC. W A DISTANCE OF  980.61 FEET TO A POINT;
THENCE S 11 DEG. 38 MIN. 04 SEC. W A DISTANCE OF  934.71 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 08 MIN. 47 SEC. E A DISTANCE OF 415.978 FEET FROM
P.R.M. 70-80-A06.
THENCE S 10 DEG. 14 MIN. 35 SEC. W A DISTANCE OF  995.36 FEET TO A POINT;
THENCE S 09 DEG. 49 MIN. 11 SEC. W A DISTANCE OF 1014.37 FEET TO A POINT;
SAID POINT BEING N 84 DEG. 08 MIN. 12 SEC. E A DISTANCE OF 464.461 FEET FROM
P.R.M. 70-80-A07.
THENCE S 10 DEG. 48 MIN. 04 SEC. W A DISTANCE OF 949.83 FEET TO A POINT;
THENCE S 09 DEG. 25 MIN. 21 SEC. W A DISTANCE OF 565.00 FEET TO A POINT;
SAID POINT BEING N 77 DEG. 21 MIN. 45 SEC. E A DISTANCE OF 183.344 FEET FROM
P.R.M. 70-80-A08.
THENCE S 09 DEG. 25 MIN. 21 SEC. W A DISTANCE OF  262.67 FEET TO A POINT;
THENCE S 10 DEG. 01 MIN. 05 SEC. W A DISTANCE OF  991.62 FEET TO A POINT;
THENCE S 08 DEG. 17 MIN. 32 SEC. W A DISTANCE OF  974.18 FEET TO A POINT;
THENCE S 08 DEG. 29 MIN. 33 SEC. W A DISTANCE OF 1039.40 FEET TO A POINT;
THENCE S 05 DEG. 53 MIN. 33 SEC. W A DISTANCE OF  650.00 FEET TO A POINT;
SAID POINT BEING S 76 DEG. 53 MIN. 55 SEC. E A DISTANCE OF 204.343 FEET FROM
P.R.M. 70-80-A09.
THENCE S 05 DEG. 53 MIN. 33 SEC. W A DISTANCE OF  160.76 FEET TO A POINT;
THENCE S 05 DEG. 44 MIN. 35 SEC. W A DISTANCE OF  790.00 FEET TO A POINT;
SAID POINT BEING S 80 DEG. 15 MIN. 16 SEC. E A DISTANCE OF 893.544 FEET FROM
P.R.M. 70-80-A10.
THENCE S 05 DEG. 44 MIN. 35 SEC. W A DISTANCE OF  144.72 FEET TO A POINT;
THENCE S 07 DEG. 02 MIN. 55 SEC. W A DISTANCE OF 1036.84 FEET TO A POINT;
THENCE S 06 DEG. 27 MIN. 24 SEC. W A DISTANCE OF  978.20 FEET TO A POINT;
THENCE S 04 DEG. 37 MIN. 02 SEC. W A DISTANCE OF 1024.82 FEET TO A POINT;
THENCE S 06 DEG. 40 MIN. 02 SEC. W A DISTANCE OF  200.00 FEET TO A POINT;
SAID POINT BEING S 83 DEG. 02 MIN. 01 SEC. E A DISTANCE OF 896.249 FEET FROM
P.R.M. 70-80-A11.
THENCE S 06 DEG. 40 MIN. 02 SEC. W A DISTANCE OF  772.90 FEET TO A POINT;
THENCE S 03 DEG. 51 MIN. 42 SEC. W A DISTANCE OF  958.36 FEET TO A POINT;
THENCE S 04 DEG. 33 MIN. 18 SEC. W A DISTANCE OF  969.56 FEET TO A POINT;
THENCE S 04 DEG. 13 MIN. 15 SEC. W A DISTANCE OF 1012.24 FEET TO A POINT;
THENCE S 02 DEG. 18 MIN. 55 SEC. W A DISTANCE OF  977.80 FEET TO A POINT;
SAID POINT BEING S 73 DEG. 18 MIN. 17 SEC. E A DISTANCE OF 836.626 FEET FROM
P.R.M. 70-80-A12.
THENCE S 02 DEG. 32 MIN. 27 SEC. W A DISTANCE OF  992.48 FEET TO A POINT;
THENCE S 02 DEG. 34 MIN. 00 SEC. W A DISTANCE OF  971.47 FEET TO A POINT;
SAID POINT BEING N 43 DEG. 20 MIN. 49 SEC. E A DISTANCE OF 113.998 FEET FROM
P.R.M. 70-80-A13.
THENCE S 01 DEG. 18 MIN. 56 SEC. W A DISTANCE OF  805.71 FEET TO A POINT;
THENCE S 01 DEG. 22 MIN. 50 SEC. W A DISTANCE OF  924.54 FEET TO A POINT;
THENCE S 01 DEG. 25 MIN. 18 SEC. W A DISTANCE OF  916.01 FEET TO A POINT;
SAID POINT BEING N 17 DEG. 53 MIN. 49 SEC. E A DISTANCE OF 260.714 FEET FROM
P.R.M. 70-80-A14.
THENCE S 00 DEG. 05 MIN. 55 SEC. E A DISTANCE OF  870.50 FEET TO A POINT;
THENCE S 00 DEG. 17 MIN. 34 SEC. W A DISTANCE OF 1076.01 FEET TO A POINT;
THENCE S 01 DEG. 32 MIN. 14 SEC. E A DISTANCE OF  987.86 FEET TO A POINT;
THENCE S 01 DEG. 15 MIN. 07 SEC. E A DISTANCE OF  961.23 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 43 MIN. 02 SEC. E A DISTANCE OF  27.235 FEET FROM
P.R.M. 70-80-A15.
THENCE S 01 DEG. 53 MIN. 39 SEC. E A DISTANCE OF  953.02 FEET TO A POINT;
THENCE S 02 DEG. 33 MIN. 11 SEC. E A DISTANCE OF  998.99 FEET TO A POINT;
THENCE S 01 DEG. 38 MIN. 53 SEC. E A DISTANCE OF  990.91 FEET TO A POINT;
THENCE S 00 DEG. 44 MIN. 55 SEC. E A DISTANCE OF  958.96 FEET TO A POINT;
SAID POINT BEING N 09 DEG. 23 MIN. 37 SEC. E A DISTANCE OF  59.277 FEET FROM
P.R.M. 70-80-A16.
THENCE S 03 DEG. 09 MIN. 25 SEC. E A DISTANCE OF  989.12 FEET TO A POINT;
THENCE S 01 DEG. 50 MIN. 44 SEC. E A DISTANCE OF  962.50 FEET TO A POINT;
SAID POINT BEING N 03 DEG. 37 MIN. 56 SEC. E A DISTANCE OF 470.221 FEET FROM
P.R.M. 70-80-A17.
THENCE S 05 DEG. 39 MIN. 23 SEC. E A DISTANCE OF  999.37 FEET TO A POINT;
THENCE S 04 DEG. 08 MIN. 15 SEC. E A DISTANCE OF  942.46 FEET TO A POINT;
THENCE S 03 DEG. 49 MIN. 21 SEC. E A DISTANCE OF 1033.41 FEET TO A POINT;
SAID POINT BEING S 04 DEG. 27 MIN. 43 SEC. E A DISTANCE OF 239.514 FEET FROM
P.R.M. 70-80-A18.
THENCE S 03 DEG. 29 MIN. 59 SEC. E A DISTANCE OF 1148.53 FEET TO A POINT;
THENCE S 06 DEG. 49 MIN. 20 SEC. E A DISTANCE OF  715.57 FEET TO A POINT;
THENCE S 03 DEG. 02 MIN. 39 SEC. E A DISTANCE OF  960.36 FEET TO A POINT;
THENCE S 03 DEG. 47 MIN. 59 SEC. E A DISTANCE OF  814.79 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 47 MIN. 01 SEC. E A DISTANCE OF  93.513 FEET FROM
P.R.M. 70-85-A19-2.
THENCE S 05 DEG. 15 MIN. 07 SEC. E A DISTANCE OF  994.17 FEET TO A POINT;
THENCE S 06 DEG. 15 MIN. 15 SEC. E A DISTANCE OF  954.68 FEET TO A POINT;
THENCE S 05 DEG. 06 MIN. 06 SEC. E A DISTANCE OF 1006.49 FEET TO A POINT;
THENCE S 05 DEG. 09 MIN. 09 SEC. E A DISTANCE OF  845.58 FEET TO A POINT;
SAID POINT BEING N 85 DEG. 41 MIN. 23 SEC. W A DISTANCE OF 129.448 FEET FROM
P.R.M. 70-80-A20.
THENCE S 07 DEG. 56 MIN. 46 SEC. E A DISTANCE OF  987.82 FEET TO A POINT;
THENCE S 07 DEG. 41 MIN. 09 SEC. E A DISTANCE OF  975.77 FEET TO A POINT;
THENCE S 07 DEG. 14 MIN. 15 SEC. E A DISTANCE OF 1012.06 FEET TO A POINT;
THENCE S 08 DEG. 21 MIN. 27 SEC. E A DISTANCE OF  997.60 FEET TO A POINT;
SAID POINT BEING S 33 DEG. 13 MIN. 15 SEC. W A DISTANCE OF 280.437 FEET FROM
P.R.M. 70-85-A21-2.
THENCE S 08 DEG. 17 MIN. 33 SEC. E A DISTANCE OF  998.44 FEET TO A POINT;
THENCE S 08 DEG. 43 MIN. 10 SEC. E A DISTANCE OF  976.28 FEET TO A POINT;
THENCE S 08 DEG. 57 MIN. 32 SEC. E A DISTANCE OF  982.49 FEET TO A POINT;
THENCE S 10 DEG. 00 MIN. 02 SEC. E A DISTANCE OF  989.06 FEET TO A POINT;
SAID POINT BEING N 79 DEG. 26 MIN. 22 SEC. W A DISTANCE OF 135.054 FEET FROM
P.R.M. 70-80-A22.
THENCE S 07 DEG. 29 MIN. 06 SEC. E A DISTANCE OF  995.95 FEET TO A POINT;
THENCE S 08 DEG. 32 MIN. 20 SEC. E A DISTANCE OF  872.17 FEET TO A POINT;
THENCE S 07 DEG. 47 MIN. 31 SEC. E A DISTANCE OF  958.85 FEET TO A POINT;
THENCE S 07 DEG. 52 MIN. 54 SEC. E A DISTANCE OF 1010.04 FEET TO A POINT;
SAID POINT BEING S 10 DEG. 44 MIN. 39 SEC. E A DISTANCE OF 381.954 FEET FROM
P.R.M. 70-80-A23.
THENCE S 06 DEG. 21 MIN. 38 SEC. E A DISTANCE OF  934.25 FEET TO A POINT;
SAID POINT BEING N 48 DEG. 38 MIN. 06 SEC. W A DISTANCE OF 117.489 FEET FROM
N.G.S. STATION TECH 1961.
THENCE S 06 DEG. 27 MIN. 28 SEC. E A DISTANCE OF  995.82 FEET TO A POINT;
THENCE S 08 DEG. 19 MIN. 27 SEC. E A DISTANCE OF  894.99 FEET TO A POINT;
SAID POINT BEING N 17 DEG. 29 MIN. 59 SEC. W A DISTANCE OF 349.403 FEET FROM
P.R.M. 70-80-A24.
THENCE S 08 DEG. 33 MIN. 49 SEC. E A DISTANCE OF 1020.31 FEET TO A POINT;
THENCE S 07 DEG. 30 MIN. 57 SEC. E A DISTANCE OF  863.92 FEET TO A POINT;
THENCE S 07 DEG. 26 MIN. 14 SEC. E A DISTANCE OF 1012.02 FEET TO A POINT;
SAID POINT BEING N 07 DEG. 29 MIN. 47 SEC. W A DISTANCE OF 315.433 FEET FROM
P.R.M. 70-80-A25.
THENCE S 06 DEG. 55 MIN. 12 SEC. E A DISTANCE OF 1091.45 FEET TO A POINT;
THENCE S 07 DEG. 26 MIN. 11 SEC. E A DISTANCE OF  764.93 FEET TO A POINT;
THENCE S 09 DEG. 38 MIN. 46 SEC. E A DISTANCE OF  999.63 FEET TO A POINT;
THENCE S 07 DEG. 44 MIN. 30 SEC. E A DISTANCE OF 1002.14 FEET TO A POINT;
SAID POINT BEING N 17 DEG. 54 MIN. 36 SEC. W A DISTANCE OF  141.813 FEET FROM
P.R.M. 70-80-A26.
THENCE S 08 DEG. 48 MIN. 12 SEC. E A DISTANCE OF 1029.12 FEET TO A POINT;
THENCE S 10 DEG. 12 MIN. 28 SEC. E A DISTANCE OF  871.80 FEET TO A POINT;
THENCE S 10 DEG. 15 MIN. 09 SEC. E A DISTANCE OF  977.61 FEET TO A POINT;
THENCE S 10 DEG. 38 MIN. 00 SEC. E A DISTANCE OF  974.44 FEET TO A POINT;
SAID POINT BEING S 11 DEG. 46 MIN. 12 SEC. E A DISTANCE OF 147.486 FEET FROM
STATION JLR 532 1965.
THENCE S 11 DEG. 40 MIN. 10 SEC. E A DISTANCE OF  994.27 FEET TO A POINT;
THENCE S 11 DEG. 33 MIN. 18 SEC. E A DISTANCE OF  734.25 FEET TO A POINT;
SAID POINT BEING N 13 DEG. 45 MIN. 06 SEC. W A DISTANCE OF 480.095 FEET FROM
P.R.M. 70-80-A27 1985.
THENCE S 13 DEG. 10 MIN. 28 SEC. E A DISTANCE OF  993.25 FEET TO A POINT;
THENCE S 13 DEG. 26 MIN. 36 SEC. E A DISTANCE OF  871.54 FEET TO A POINT;
THENCE S 12 DEG. 22 MIN. 14 SEC. E A DISTANCE OF 1125.52 FEET TO A POINT;
THENCE S 12 DEG. 23 MIN. 59 SEC. E A DISTANCE OF  897.54 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 18 MIN. 51 SEC. E A DISTANCE OF  77.321 FEET FROM
P.R.M. 70-80-A28.
THENCE S 11 DEG. 35 MIN. 39 SEC. E A DISTANCE OF  623.46 FEET TO A POINT;
THENCE S 11 DEG. 44 MIN. 58 SEC. E A DISTANCE OF  889.98 FEET TO A POINT;
THENCE S 14 DEG. 02 MIN. 20 SEC. E A DISTANCE OF  882.74 FEET TO A POINT;
THENCE S 13 DEG. 37 MIN. 11 SEC. E A DISTANCE OF 1012.77 FEET TO A POINT;
SAID POINT BEING S 05 DEG. 48 MIN. 06 SEC. E A DISTANCE OF 356.366 FEET FROM
P.R.M. 70-80-A29 1985.
THENCE S 12 DEG. 37 MIN. 53 SEC. E A DISTANCE OF  996.40 FEET TO A POINT;
THENCE S 13 DEG. 52 MIN. 54 SEC. E A DISTANCE OF  779.94 FEET TO A POINT;
THENCE S 12 DEG. 53 MIN. 19 SEC. E A DISTANCE OF  938.96 FEET TO A POINT;
THENCE S 11 DEG. 50 MIN. 23 SEC. E A DISTANCE OF  927.73 FEET TO A POINT;
SAID POINT BEING S 19 DEG. 56 MIN. 17 SEC. E A DISTANCE OF 297.170 FEET FROM
P.R.M. 70-80-A30.
THENCE S 11 DEG. 57 MIN. 44 SEC. E A DISTANCE OF  999.44 FEET TO A POINT;
THENCE S 14 DEG. 38 MIN. 33 SEC. E A DISTANCE OF  962.83 FEET TO A POINT;
THENCE S 12 DEG. 57 MIN. 23 SEC. E A DISTANCE OF  994.47 FEET TO A POINT;
THENCE S 12 DEG. 39 MIN. 15 SEC. E A DISTANCE OF  997.20 FEET TO A POINT;
THENCE S 13 DEG. 16 MIN. 04 SEC. E A DISTANCE OF  977.58 FEET TO A POINT;
SAID POINT BEING N 09 DEG. 17 MIN. 55 SEC. E A DISTANCE OF 135.306 FEET FROM
P.R.M. 70-80-A31.
THENCE S 13 DEG. 04 MIN. 03 SEC. E A DISTANCE OF  996.87 FEET TO A POINT;
THENCE S 12 DEG. 54 MIN. 41 SEC. E A DISTANCE OF  901.80 FEET TO A POINT;
THENCE S 13 DEG. 55 MIN. 02 SEC. E A DISTANCE OF  644.42 FEET TO A POINT;
SAID POINT BEING N 07 DEG. 04 MIN. 58 SEC. W A DISTANCE OF 681.854 FEET FROM
P.R.M. 70-80-A32 1985.
THENCE S 14 DEG. 41 MIN. 41 SEC. E A DISTANCE OF 1328.49 FEET TO A POINT;
THENCE S 13 DEG. 46 MIN. 41 SEC. E A DISTANCE OF  990.58 FEET TO A POINT;
THENCE S 13 DEG. 21 MIN. 59 SEC. E A DISTANCE OF  881.88 FEET TO A POINT;
SAID POINT BEING N 01 DEG. 40 MIN. 21 SEC. E A DISTANCE OF 626.343 FEET FROM
P.R.M. 70-80-A33.
THENCE S 13 DEG. 49 MIN. 08 SEC. E A DISTANCE OF  933.12 FEET TO A POINT;
THENCE S 13 DEG. 24 MIN. 58 SEC. E A DISTANCE OF 1167.93 FEET TO A POINT;
THENCE S 15 DEG. 13 MIN. 08 SEC. E A DISTANCE OF  829.87 FEET TO A POINT;
THENCE S 14 DEG. 38 MIN. 28 SEC. E A DISTANCE OF 1000.14 FEET TO A POINT;
SAID POINT BEING S 78 DEG. 41 MIN. 16 SEC. E A DISTANCE OF 167.918 FEET FROM
P.R.M. 70-80-A34.
THENCE S 15 DEG. 27 MIN. 16 SEC. E A DISTANCE OF  877.37 FEET TO A POINT;
THENCE S 15 DEG. 00 MIN. 40 SEC. E A DISTANCE OF  931.59 FEET TO A POINT;
THENCE S 14 DEG. 58 MIN. 03 SEC. E A DISTANCE OF 1144.22 FEET TO A POINT;
SAID POINT BEING S 29 DEG. 58 MIN. 02 SEC. E A DISTANCE OF 544.335 FEET FROM
P.R.M. 70-80-A35.
THENCE S 15 DEG. 57 MIN. 03 SEC. E A DISTANCE OF  756.99 FEET TO A POINT;
THENCE S 15 DEG. 24 MIN. 26 SEC. E A DISTANCE OF  910.12 FEET TO A POINT;
THENCE S 15 DEG. 04 MIN. 08 SEC. E A DISTANCE OF 1013.27 FEET TO A POINT;
THENCE S 17 DEG. 15 MIN. 35 SEC. E A DISTANCE OF  938.39 FEET TO A POINT;
SAID POINT BEING S 31 DEG. 18 MIN. 38 SEC. E A DISTANCE OF 278.086 FEET FROM
P.R.M. 70-80-A36.
THENCE S 16 DEG. 01 MIN. 10 SEC. E A DISTANCE OF  923.20 FEET TO A POINT;
THENCE S 15 DEG. 54 MIN. 41 SEC. E A DISTANCE OF 1096.62 FEET TO A POINT;
THENCE S 18 DEG. 14 MIN. 21 SEC. E A DISTANCE OF  807.57 FEET TO A POINT;
SAID POINT BEING S 25 DEG. 20 MIN. 50 SEC. E A DISTANCE OF 320.999 FEET FROM
P.R.M. 70-80-A37.
THENCE S 17 DEG. 48 MIN. 15 SEC. E A DISTANCE OF  937.05 FEET TO A POINT;
SAID POINT BEING N 11 DEG. 17 MIN. 01 SEC. E A DISTANCE OF 246.093 FEET FROM
P.R.M. 70-80-A38.
THENCE S 17 DEG. 29 MIN. 23 SEC. E A DISTANCE OF 1002.53 FEET TO A POINT;
THENCE S 17 DEG. 53 MIN. 17 SEC. E A DISTANCE OF  986.66 FEET TO A POINT;
THENCE S 17 DEG. 12 MIN. 49 SEC. E A DISTANCE OF  996.03 FEET TO A POINT;
THENCE S 18 DEG. 03 MIN. 43 SEC. E A DISTANCE OF  877.70 FEET TO A POINT;
SAID POINT BEING S 23 DEG. 38 MIN. 40 SEC. E A DISTANCE OF 559.596 FEET FROM
P.R.M. 70-85-A39-2.
THENCE S 19 DEG. 10 MIN. 34 SEC. E A DISTANCE OF  839.97 FEET TO A POINT;
THENCE S 20 DEG. 17 MIN. 16 SEC. E A DISTANCE OF 1073.52 FEET TO A POINT;
SAID POINT BEING N 29 DEG. 15 MIN. 52 SEC. W A DISTANCE OF 242.731 FEET FROM
P.R.M. 70-80-A40.
THENCE S 20 DEG. 01 MIN. 21 SEC. E A DISTANCE OF  983.42 FEET TO A POINT;
THENCE S 20 DEG. 32 MIN. 26 SEC. E A DISTANCE OF  896.39 FEET TO A POINT;
THENCE S 20 DEG. 32 MIN. 58 SEC. E A DISTANCE OF  786.47 FEET TO A POINT;
THENCE S 21 DEG. 32 MIN. 56 SEC. E A DISTANCE OF  795.00 FEET TO A POINT;
SAID POINT BEING N 89 DEG. 50 MIN. 38 SEC. E A DISTANCE OF 1109.014 FEET FROM
P.R.M. 70-80-A41.
THENCE S 21 DEG. 32 MIN. 56 SEC. E A DISTANCE OF  287.11 FEET TO A POINT;
SAID POINT BEING S 02 DEG. 07 MIN. 22 SEC. W A DISTANCE OF 264.440 FEET FROM
P.R.M. 70-80-A42.
THENCE S 21 DEG. 38 MIN. 30 SEC. E A DISTANCE OF 1028.30 FEET TO A POINT;
THENCE S 21 DEG. 20 MIN. 11 SEC. E A DISTANCE OF  966.28 FEET TO A POINT;
THENCE S 21 DEG. 03 MIN. 09 SEC. E A DISTANCE OF  300.00 FEET TO A POINT;
SAID POINT BEING S 20 DEG. 48 MIN. 00 SEC. W A DISTANCE OF  78.937 FEET FROM
P.R.M. 70-85-A43-2.
THENCE S 21 DEG. 03 MIN. 09 SEC. E A DISTANCE OF  718.68 FEET TO A POINT;
THENCE S 21 DEG. 00 MIN. 16 SEC. E A DISTANCE OF  730.70 FEET TO A POINT;
THENCE S 23 DEG. 17 MIN. 37 SEC. E A DISTANCE OF 1186.17 FEET TO A POINT;
THENCE S 21 DEG. 15 MIN. 19 SEC. E A DISTANCE OF 1113.32 FEET TO A POINT;
THENCE S 21 DEG. 18 MIN. 58 SEC. E A DISTANCE OF  756.26 FEET TO A POINT;
SAID POINT BEING S 06 DEG. 22 MIN. 38 SEC. E A DISTANCE OF 307.824 FEET FROM
P.R.M. 70-80-A44.
THENCE S 22 DEG. 46 MIN. 47 SEC. E A DISTANCE OF 1021.95 FEET TO A POINT;
THENCE S 21 DEG. 49 MIN. 28 SEC. E A DISTANCE OF  777.66 FEET TO A POINT;
SAID POINT BEING N 45 DEG. 08 MIN. 42 SEC. W A DISTANCE OF 219.464 FEET FROM
P.R.M. 70-85-A45-2.
THENCE S 21 DEG. 53 MIN. 23 SEC. E A DISTANCE OF  984.14 FEET TO A POINT;
THENCE S 23 DEG. 26 MIN. 26 SEC. E A DISTANCE OF  954.52 FEET TO A POINT;
THENCE S 22 DEG. 49 MIN. 44 SEC. E A DISTANCE OF  885.19 FEET TO A POINT;
THENCE S 23 DEG. 12 MIN. 44 SEC. E A DISTANCE OF  693.41 FEET TO A POINT;
THENCE S 24 DEG. 42 MIN. 36 SEC. E A DISTANCE OF 1279.71 FEET TO A POINT;
SAID POINT BEING S 23 DEG. 30 MIN. 21 SEC. E A DISTANCE OF 718.106 FEET FROM
P.R.M. 70-85-A46-2.
THENCE S 23 DEG. 24 MIN. 33 SEC. E A DISTANCE OF  969.81 FEET TO A POINT;
THENCE S 22 DEG. 24 MIN. 52 SEC. E A DISTANCE OF  918.50 FEET TO A POINT;
SAID POINT BEING N 24 DEG. 07 MIN. 42 SEC. W A DISTANCE OF 398.804 FEET FROM
P.R.M. 70-85-A47-2.
THENCE S 23 DEG. 34 MIN. 13 SEC. E A DISTANCE OF 1048.76 FEET TO A POINT;
THENCE S 23 DEG. 17 MIN. 04 SEC. E A DISTANCE OF  711.82 FEET TO A POINT;
THENCE S 22 DEG. 56 MIN. 07 SEC. E A DISTANCE OF 1347.92 FEET TO A POINT;
THENCE S 23 DEG. 53 MIN. 34 SEC. E A DISTANCE OF  915.52 FEET TO A POINT;
THENCE S 22 DEG. 46 MIN. 39 SEC. E A DISTANCE OF  772.59 FEET TO A POINT;
SAID POINT BEING S 30 DEG. 04 MIN. 37 SEC. E A DISTANCE OF 256.876 FEET FROM
P.R.M. 70-80-A48.
THENCE S 23 DEG. 31 MIN. 37 SEC. E A DISTANCE OF 1339.25 FEET TO A POINT;
THENCE S 23 DEG. 07 MIN. 29 SEC. E A DISTANCE OF  509.11 FEET TO A POINT;
THENCE S 23 DEG. 43 MIN. 47 SEC. E A DISTANCE OF 1164.88 FEET TO A POINT;
THENCE S 23 DEG. 32 MIN. 01 SEC. E A DISTANCE OF  785.57 FEET TO A POINT;
SAID POINT BEING S 64 DEG. 30 MIN. 21 SEC. W A DISTANCE OF   17.518 FEET FROM
P.R.M. 70-80-A49.
THENCE S 23 DEG. 26 MIN. 54 SEC. E A DISTANCE OF  930.46 FEET TO A POINT;
THENCE S 25 DEG. 42 MIN. 02 SEC. E A DISTANCE OF 1132.13 FEET TO A POINT;
THENCE S 25 DEG. 40 MIN. 47 SEC. E A DISTANCE OF  826.91 FEET TO A POINT;
SAID POINT BEING S 57 DEG. 26 MIN. 36 SEC. E A DISTANCE OF  150.121 FEET FROM
P.R.M. 70-80-A50.
THENCE S 25 DEG. 53 MIN. 50 SEC. E A DISTANCE OF  663.65 FEET TO A POINT;
THENCE S 25 DEG. 56 MIN. 55 SEC. E A DISTANCE OF 1220.19 FEET TO A POINT;
THENCE S 25 DEG. 42 MIN. 40 SEC. E A DISTANCE OF  784.42 FEET TO A POINT;
THENCE S 24 DEG. 47 MIN. 07 SEC. E A DISTANCE OF  971.37 FEET TO A POINT;
SAID POINT BEING S 24 DEG. 18 MIN. 54 SEC. E A DISTANCE OF  198.459 FEET FROM
P.R.M. 70-80-A51.
THENCE S 24 DEG. 04 MIN. 50 SEC. E A DISTANCE OF 1222.67 FEET TO A POINT;
SAID POINT BEING N 23 DEG. 47 MIN. 09 SEC. W A DISTANCE OF  363.571 FEET FROM
P.R.M. 70-80-A52.
THENCE S 24 DEG. 09 MIN. 39 SEC. E A DISTANCE OF  952.40 FEET TO A POINT;
THENCE S 23 DEG. 51 MIN. 22 SEC. E A DISTANCE OF 1153.84 FEET TO A POINT;
THENCE S 24 DEG. 17 MIN. 58 SEC. E A DISTANCE OF  845.29 FEET TO A POINT;
THENCE S 25 DEG. 16 MIN. 43 SEC. E A DISTANCE OF 1012.82 FEET TO A POINT;
SAID POINT BEING S 29 DEG. 06 MIN. 03 SEC. E A DISTANCE OF   55.516 FEET FROM
P.R.M. 70-80-A53.
THENCE S 23 DEG. 47 MIN. 26 SEC. E A DISTANCE OF  926.89 FEET TO A POINT;
THENCE S 23 DEG. 58 MIN. 37 SEC. E A DISTANCE OF 1001.90 FEET TO A POINT;
SAID POINT BEING N 25 DEG. 59 MIN. 46 SEC. W A DISTANCE OF  536.928 FEET FROM
P.R.M. 70-80-A54.
THENCE S 26 DEG. 19 MIN. 15 SEC. E A DISTANCE OF 1045.95 FEET TO A POINT;
THENCE S 25 DEG. 51 MIN. 01 SEC. E A DISTANCE OF  953.21 FEET TO A POINT;
SAID POINT BEING N 83 DEG. 46 MIN. 48 SEC. E A DISTANCE OF  164.811 FEET FROM
P.R.M. 70-80-A55.
THENCE S 26 DEG. 04 MIN. 28 SEC. E A DISTANCE OF  784.73 FEET TO A POINT;
THENCE S 25 DEG. 59 MIN. 22 SEC. E A DISTANCE OF 1135.31 FEET TO A POINT;
THENCE S 27 DEG. 32 MIN. 05 SEC. E A DISTANCE OF 1021.61 FEET TO A POINT;
SAID POINT BEING N 06 DEG. 35 MIN. 45 SEC. E A DISTANCE OF  299.676 FEET FROM
P.R.M. 70-80-A56.
THENCE S 28 DEG. 03 MIN. 44 SEC. E A DISTANCE OF  827.11 FEET TO A POINT;
THENCE S 26 DEG. 02 MIN. 32 SEC. E A DISTANCE OF  876.34 FEET TO A POINT;
THENCE S 25 DEG. 51 MIN. 38 SEC. E A DISTANCE OF 1110.79 FEET TO A POINT;
THENCE S 26 DEG. 41 MIN. 30 SEC. E A DISTANCE OF 1060.95 FEET TO A POINT;
SAID POINT BEING S 44 DEG. 16 MIN. 11 SEC. E A DISTANCE OF  460.106 FEET FROM
P.R.M. 70-80-A57.
THENCE S 25 DEG. 23 MIN. 03 SEC. E A DISTANCE OF  903.58 FEET TO A POINT;
THENCE S 26 DEG. 21 MIN. 35 SEC. E A DISTANCE OF  927.25 FEET TO A POINT;
THENCE S 24 DEG. 40 MIN. 56 SEC. E A DISTANCE OF 1058.75 FEET TO A POINT;
SAID POINT BEING S 24 DEG. 11 MIN. 30 SEC. E A DISTANCE OF  320.185 FEET FROM
P.R.M. 70-80-A58.
THENCE S 26 DEG. 20 MIN. 31 SEC. E A DISTANCE OF  992.92 FEET TO A POINT;
THENCE S 26 DEG. 15 MIN. 09 SEC. E A DISTANCE OF 1019.34 FEET TO A POINT;
THENCE S 28 DEG. 17 MIN. 23 SEC. E A DISTANCE OF  685.96 FEET TO A POINT;
THENCE S 26 DEG. 15 MIN. 40 SEC. E A DISTANCE OF  958.92 FEET TO A POINT;
THENCE S 25 DEG. 56 MIN. 31 SEC. E A DISTANCE OF  997.42 FEET TO A POINT;
SAID POINT BEING S 18 DEG. 38 MIN. 09 SEC. E A DISTANCE OF  372.602 FEET FROM
P.R.M. 70-80-A59.
THENCE S 27 DEG. 37 MIN. 50 SEC. E A DISTANCE OF 1012.63 FEET TO A POINT;
THENCE S 26 DEG. 13 MIN. 46 SEC. E A DISTANCE OF  943.07 FEET TO A POINT;
THENCE S 27 DEG. 26 MIN. 45 SEC. E A DISTANCE OF  996.69 FEET TO A POINT;
SAID POINT BEING N 79 DEG. 22 MIN. 33 SEC. W A DISTANCE OF   56.117 FEET FROM
P.R.M. 70-80-A60.
THENCE S 27 DEG. 26 MIN. 09 SEC. E A DISTANCE OF 1037.43 FEET TO A POINT;
THENCE S 27 DEG. 32 MIN. 32 SEC. E A DISTANCE OF  984.68 FEET TO A POINT;
THENCE S 27 DEG. 19 MIN. 02 SEC. E A DISTANCE OF  999.49 FEET TO A POINT;
THENCE S 26 DEG. 41 MIN. 50 SEC. E A DISTANCE OF  993.45 FEET TO A POINT;
THENCE S 28 DEG. 07 MIN. 36 SEC. E A DISTANCE OF 1041.57 FEET TO A POINT;
SAID POINT BEING S 19 DEG. 43 MIN. 39 SEC. E A DISTANCE OF  326.468 FEET FROM
P.R.M. 70-80-A61.
THENCE S 28 DEG. 27 MIN. 32 SEC. E A DISTANCE OF 1004.65 FEET TO A POINT;
THENCE S 27 DEG. 07 MIN. 06 SEC. E A DISTANCE OF  909.26 FEET TO A POINT;
THENCE S 28 DEG. 01 MIN. 47 SEC. E A DISTANCE OF 1102.29 FEET TO A POINT;
THENCE S 28 DEG. 16 MIN. 39 SEC. E A DISTANCE OF  830.57 FEET TO A POINT;
SAID POINT BEING N 55 DEG. 55 MIN. 39 SEC. E A DISTANCE OF   95.603 FEET FROM
P.R.M. 70-80-A62.
THENCE S 28 DEG. 30 MIN. 55 SEC. E A DISTANCE OF  983.53 FEET TO A POINT;
THENCE S 28 DEG. 26 MIN. 19 SEC. E A DISTANCE OF 1133.09 FEET TO A POINT;
THENCE S 29 DEG. 37 MIN. 59 SEC. E A DISTANCE OF  748.46 FEET TO A POINT;
THENCE S 28 DEG. 05 MIN. 09 SEC. E A DISTANCE OF 1028.42 FEET TO A POINT;
SAID POINT BEING S 50 DEG. 16 MIN. 09 SEC. E A DISTANCE OF  377.455 FEET FROM
P.R.M. 70-80-A63.
THENCE S 27 DEG. 53 MIN. 42 SEC. E A DISTANCE OF  999.80 FEET TO A POINT;
THENCE S 27 DEG. 02 MIN. 53 SEC. E A DISTANCE OF  996.40 FEET TO A POINT;
THENCE S 26 DEG. 19 MIN. 40 SEC. E A DISTANCE OF  974.27 FEET TO A POINT;
SAID POINT BEING N 21 DEG. 04 MIN. 48 SEC. W A DISTANCE OF  256.790 FEET FROM
P.R.M. 88-78-A01.
THENCE S 26 DEG. 14 MIN. 09 SEC. E A DISTANCE OF  962.23 FEET TO A POINT;
THENCE S 27 DEG. 19 MIN. 50 SEC. E A DISTANCE OF 1114.40 FEET TO A POINT;
THENCE S 24 DEG. 50 MIN. 43 SEC. E A DISTANCE OF 1015.60 FEET TO A POINT;
THENCE S 27 DEG. 32 MIN. 14 SEC. E A DISTANCE OF  615.47 FEET TO A POINT;
THENCE S 26 DEG. 18 MIN. 09 SEC. E A DISTANCE OF  609.79 FEET TO A POINT;
SAID POINT BEING N 01 DEG. 41 MIN. 45 SEC. W A DISTANCE OF   92.716 FEET
FROM P.R.M. 88-78-A02.
THENCE S 27 DEG. 14 MIN. 39 SEC. E A DISTANCE OF  997.14 FEET TO A POINT;
THENCE S 24 DEG. 39 MIN. 41 SEC. E A DISTANCE OF  982.71 FEET TO A POINT;
THENCE S 26 DEG. 52 MIN. 47 SEC. E A DISTANCE OF 1001.88 FEET TO A POINT;
THENCE S 25 DEG. 41 MIN. 57 SEC. E A DISTANCE OF  998.45 FEET TO A POINT;
THENCE S 24 DEG. 04 MIN. 04 SEC. E A DISTANCE OF 1074.35 FEET TO A POINT;
THENCE S 25 DEG. 50 MIN. 11 SEC. E A DISTANCE OF  921.47 FEET TO A POINT;
SAID POINT BEING S 43 DEG. 51 MIN. 40 SEC. E A DISTANCE OF 549.953 FEET FROM
P.R.M. 88-78-A03.
THENCE S 25 DEG. 50 MIN. 11 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE ON THE NORTHERN BANK OF SEBASTIAN INLET; SAID POINT BEING
THE SOUTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR BREVARD
COUNTY; THENCE N 25 DEG. 50 MIN. 11 SEC. W TO THE AFOREMENTIONED POINT; SAID
POINT BEING S 43 DEG. 51 MIN. 40 SEC. E A DISTANCE OF 549.953 FEET FROM
P.R.M. 88-78-A03.


        I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
        LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
        SECTION 161.053, FLORIDA STATUES, IN BREVARD COUNTY,
        FLORIDA, LYING ALONG THE ATLANTIC COAST OF SAID COUNTY,
        WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF STATE
        OF FLORIDA DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR
        MEETING ON THE 2ND OF DECEMBER, 1986.

                                  (ELTON GISSENDANNER)
                                __________________________
                                    EXECUTIVE DIRECTOR

        ATTEST:

            (CARRIE L. EDWARDS)
       _________________________
        SENIOR MANAGER ASSISTANT



        CERTIFICATE:

        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.
        THE CONTROL SURVEY IS HEREBY CERTIFIED AS MEETING THE
        MINIMUN TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
        STATE BOARD OF SURVEYORS, PURSUANT TO SECTION
        472.07,FLORIDA STATUES.


       (ROBERT E.CHASON)
      _____________________
        CERTIFIED

        ROBERT E. CHASON
        REGISTERED LAND SURVEYOR
        NO. 2024, STATE OF FLORIDA
        JULY 28, 1986


THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN BREVARD 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
-----------       ---------------      -------------       ---------
PORTERAL 1957       1,481,223.81        629,432.89          G-12467
TECH 1961           1,415,110.89        628,797.14          G-12467
DOLITE 2 1966       1,351,035.74        645,499.99          G-12467
SHORT 3 1948        1,327,501.58        655,722.82          G-12467
SLIP 1930           1,291,763.51        673,835.78          G-3040

                PAN AMERICAN WORLD AIRWAYS STATIONS

POSE 1966           1,460,500.993      626,614.637
JLR 532 1965        1,402,973.682      630,515.220


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


STATION                 Y                    X
---------          -------------        -----------
70-80-A01          1,480,990.689        631,263.922
70-80-A02          1,479,424.953        631,080.459
70-80-A03          1,475,619.556        629,752.255
70-80-A04          1,474,942.011        629,126.172
70-80-A05          1,472,330.109        628,374.284
70-80-A06          1,468,826.455        627,549.740
70-80-A07          1,466,786.552        627,153.469
70-80-A08          1,465,303.514        627,166.101
70-80-A09          1,461,515.753        626,569.746
70-80-A10          1,460,674.745        625,792.564
70-80-A11          1,457,267.058        625,426.148
70-80-A12          1,452,721.847        625,169.141
70-80-A13          1,450,436.599        625,804.750
70-80-A14          1,447,625.902        625,739.381
70-80-A15          1,443,993.946        625,840.232
70-80-A16          1,440,020.638        625,970.355
70-80-A17          1,437,660.224        626,035.711
70-80-A18          1,435,402.681        626,282.258
70-80-A19-2        1,431,551.586        626,468.970
70-80-A20          1,427,741.611        627,050.522
70-85-A21-2        1,424,049.603        627,614.643
70-80-A22          1,419,892.708        628,210.526
70-80-A23          1,416,492.258        628,534.294
TECH 1961          1,415,110.89         628,797.14
70-80-A24          1,412,980.208        629,055.636
70-80-A25          1,410,131.763        629,387.653
70-80-A26          1,406,489.059        629,923.111
JLR 532 1965       1,402,973.682        630,515.220
70-80-A27 1985     1,400,669.880        631,007.614
70-80-A28          1,397,388.334        631,691.998
70-80-A29 1985     1,394,377.254        632,479.464
70-80-A30          1,390,749.328        633,218.954
70-80-A31          1,385,533.532        634,414.747
70-80-A32 1985     1,382,514.849        635,102.575
70-80-A33          1,379,460.316        635,777.004
70-80-A34          1,376,308.729        636,595.137
70-80-A35          1,373,896.510        637,258.495
70-80-A36          1,370,182.718        638,377.561
70-80-A37          1,367,526.278        639,192.819
70-80-A38          1,366,102.673        639,568.604
70-85-A39-2        1,363,175.619        640,563.569
70-80-A40          1,360,650.963        641,554.793
70-80-A41          1,357,620.451        641,546.417
70-80-A42          1,357,620.686        642,770.676
70-85-A43-2        1,355,294.383        643,627.489
70-80-A44          1,351,342.061        645,232.925
70-85-A45-2        1,349,217.191        646,107.487
70-85-A46-2        1,345,625.904        647,563.802
70-85-A47-2        1,342,864.334        648,748.763
70-80-A48          1,339,044.711        650,352.952
70-80-A49          1,335,347.212        652,014.494
70-80-A50          1,332,801.467        653,091.703
70-80-A51          1,329,618.703        654,707.807
70-80-A52          1,327,988.894        655,435.030
70-80-A53          1,324,759.617        656,898.214
70-80-A54          1,322,464.927        657,941.597
70-80-A55          1,321,134.336        658,421.807
70-80-A56          1,318,223.245        659,865.919
70-80-A57          1,315,385.720        661,314.082
70-80-A58          1,312,739.121        662,745.221
70-80-A59          1,308,635.208        664,834.550
70-80-A60          1,305,644.176        666,354.588
70-80-A61          1,301,473.861        668,518.585
70-80-A62          1,297,715.997        670,354.280
70-80-A63          1,294,592.361        672,006.555
88-78-A01          1,291,467.235        673,742.154
88-78-A02          1,287,747.053        675,571.032
88-78-A03          1,282,853.027        677,779.392


        CERTIFICATE:

        I HEREBY CERTIFY THAT THE COORDINATES LISTED AND ATTACHED
        HERETO WERE ESTABLISHED BY SURVEYS OF SECOND ORDER ACCURACY
        IN ACCORDIANCE 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 STATE OF FLORIDA.

        THIS IS A RESURVEY OF THE COASTAL CONSTRUCTION CONTROL
        LINE IN BREVARD COUNTY, PREFORMED BY THE STATE TOPOGRAPHIC
        BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION, COMPLETED IN
        JANUARY 1986.

       (ROBERT E.CHASON)
        ___________________
         CERTIFIED

        ROBERT E. CHASON
        REGISTERED LAND SURVEYOR
        NO. 2024, STATE OF FLORIDA
        DATE: JULY 28,1986





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