THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR INDIAN RIVER 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 MARCH 5, 1987, IN PLAT BOOK 12,
PAGES 32-32H IN THE PUBLIC RECORDS OF
INDIAN RIVER COUNTY, FLORIDA.





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

DESCRIPTION OF THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) IS ESTABLISHED
IN COMPLIANCE WITH SECTION 161.053 OF THE FLORIDA STATUTES.  SAID CONTROL
LINE LYING ALONG THE ATLANTIC COAST FROM THE MEAN HIGH WATER LINE OF THE
SOUTHERN BANK OF SEBASTIAN INLET SOUTH TO THE INDIAN RIVER AND ST. LUCIE
COUNTY LINE.

SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF
"PERMANENT REFERENCE MONUMENTS" (P.R.M.) DESIGNATED AND HEREINAFTER
REFERRED TO AS "88-78-A01 THROUGH 88-78-A38", "94-77-A40 AND 94-77-A39"
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.), SAID PERMANENT REFERENCE MONUMENTS ARE
ESTABLISHED ON THE EAST ZONE OF THE STATE OF FLORIDA PLANE COORDINATE
SYSTEM.

COMMENCE AT P.R.M. 88-78-A04, THENCE N 83 DEG. 16 MIN. 59 SEC. W (ALL
BEARINGS IN THIS DESCRIPTION ARE GRID BEARINGS) A DISTANCE OF 29.09 FEET
TO THE POINT OF BEGINNING; THENCE N 26 DEG. 57 MIN. 52 SEC. W TO THE POINT
OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN BANK OF
SEBASTIAN INLET; SAID POINT BEING THE NORTHERLY TERMINUS OF THE COASTAL
CONSTRUCTION CONTROL LINE FOR INDIAN RIVER COUNTY.  THENCE RETURN ALONG
THE SAME COURSE TO THE POINT OF BEGINNING;

THENCE S 26 DEG. 57 MIN. 52 SEC. E A DISTANCE OF   987.32 FEET TO A POINT;
THENCE S 26 DEG. 35 MIN. 28 SEC. E A DISTANCE OF   972.99 FEET TO A POINT;
THENCE S 26 DEG. 13 MIN. 21 SEC. E A DISTANCE OF   992.12 FEET TO A POINT;
THENCE S 26 DEG. 12 MIN. 21 SEC. E A DISTANCE OF   965.62 FEET TO A POINT;
THENCE S 26 DEG. 17 MIN. 51 SEC. E A DISTANCE OF  1044.31 FEET TO A POINT;
SAID POINT BEING N 01 DEG. 43 MIN. 14 SEC. W A DISTANCE OF  321.91 FEET
FROM P.R.M. 88-78-A05.

THENCE S 26 DEG. 07 MIN. 21 SEC. E A DISTANCE OF   941.60 FEET TO A POINT;
THENCE S 26 DEG. 35 MIN. 45 SEC. E A DISTANCE OF  1088.45 FEET TO A POINT;
THENCE S 25 DEG. 32 MIN. 28 SEC. E A DISTANCE OF   250.00 FEET TO A POINT;
THENCE S 28 DEG. 33 MIN. 15 SEC. W A DISTANCE OF   110.54 FEET TO A POINT;
THENCE S 25 DEG. 32 MIN. 13 SEC. E A DISTANCE OF   600.00 FEET TO A POINT;
THENCE S 25 DEG. 32 MIN. 12 SEC. E A DISTANCE OF  1080.15 FEET TO A POINT;
THENCE S 25 DEG. 32 MIN. 13 SEC. E A DISTANCE OF   120.00 FEET TO A POINT;
THENCE S 66 DEG. 59 MIN. 19 SEC. E A DISTANCE OF   145.64 FEET TO A POINT;
THENCE S 26 DEG. 01 MIN. 11 SEC. E A DISTANCE OF   867.92 FEET TO A POINT;
SAID POINT BEING S 76 DEG. 45 MIN. 35 SEC. E A DISTANCE OF  174.21 FEET
FROM P.R.M. 88-78-A06.

THENCE S 26 DEG. 04 MIN. 41 SEC. E A DISTANCE OF   807.23 FEET TO A POINT;
THENCE S 25 DEG. 25 MIN. 55 SEC. E A DISTANCE OF  1006.60 FEET TO A POINT;
THENCE S 25 DEG. 21 MIN. 11 SEC. E A DISTANCE OF   981.43 FEET TO A POINT;
THENCE S 22 DEG. 48 MIN. 22 SEC. E A DISTANCE OF   972.81 FEET TO A POINT;
SAID POINT BEING N 15 DEG. 13 MIN. 20 SEC. W A DISTANCE OF  216.32 FEET
FROM P.R.M. 88-78-A07.

THENCE S 22 DEG. 52 MIN. 02 SEC. E A DISTANCE OF   949.23 FEET TO A POINT;
THENCE S 24 DEG. 09 MIN. 14 SEC. E A DISTANCE OF  1016.21 FEET TO A POINT;
THENCE S 25 DEG. 41 MIN. 35 SEC. E A DISTANCE OF   989.66 FEET TO A POINT;
THENCE S 25 DEG. 31 MIN. 10 SEC. E A DISTANCE OF  1032.66 FEET TO A POINT;
SAID POINT BEING N 42 DEG. 27 MIN. 22 SEC. E A DISTANCE OF  560.80 FEET
FROM P.R.M. 88-78-A08.

THENCE S 23 DEG. 06 MIN. 25 SEC. E A DISTANCE OF   954.55 FEET TO A POINT;
THENCE S 22 DEG. 53 MIN. 47 SEC. E A DISTANCE OF   989.16 FEET TO A POINT;
THENCE S 25 DEG. 38 MIN. 02 SEC. E A DISTANCE OF  1018.88 FEET TO A POINT;
THENCE S 25 DEG. 54 MIN. 53 SEC. E A DISTANCE OF  1029.73 FEET TO A POINT;
THENCE S 25 DEG. 28 MIN. 28 SEC. E A DISTANCE OF   995.18 FEET TO A POINT;
THENCE S 26 DEG. 11 MIN. 33 SEC. E A DISTANCE OF  1120.60 FEET TO A POINT;
SAID POINT BEING S 55 DEG. 30 MIN. 52 SEC. E A DISTANCE OF  624.87 FEET
FROM P.R.M. 88-78-A09.

THENCE S 26 DEG. 08 MIN. 48 SEC. E A DISTANCE OF   965.14 FEET TO A POINT;
THENCE S 28 DEG. 46 MIN. 08 SEC. E A DISTANCE OF   756.79 FEET TO A POINT;
THENCE S 28 DEG. 56 MIN. 54 SEC. E A DISTANCE OF  1046.64 FEET TO A POINT;
THENCE S 28 DEG. 47 MIN. 54 SEC. E A DISTANCE OF   957.96 FEET TO A POINT;
THENCE S 27 DEG. 12 MIN. 51 SEC. E A DISTANCE OF  1019.53 FEET TO A POINT;
SAID POINT BEING N 17 DEG. 03 MIN. 31 SEC. E A DISTANCE OF  536.03 FEET
FROM P.R.M. 88-78-A10.

THENCE S 27 DEG. 07 MIN. 04 SEC. E A DISTANCE OF   939.55 FEET TO A POINT;
THENCE S 26 DEG. 06 MIN. 48 SEC. E A DISTANCE OF   958.50 FEET TO A POINT;
THENCE S 24 DEG. 26 MIN. 39 SEC. E A DISTANCE OF   989.65 FEET TO A POINT;
THENCE S 24 DEG. 35 MIN. 09 SEC. E A DISTANCE OF   961.39 FEET TO A POINT;
THENCE S 24 DEG. 19 MIN. 30 SEC. E A DISTANCE OF  1054.89 FEET TO A POINT;
SAID POINT BEING S 66 DEG. 16 MIN. 24 SEC. E A DISTANCE OF  643.38 FEET
FROM P.R.M. 88-78-A11.

THENCE S 23 DEG. 36 MIN. 06 SEC. E A DISTANCE OF   862.35 FEET TO A POINT;
THENCE S 23 DEG. 48 MIN. 15 SEC. E A DISTANCE OF   980.92 FEET TO A POINT;
THENCE S 24 DEG. 14 MIN. 00 SEC. E A DISTANCE OF   972.92 FEET TO A POINT;
SAID POINT BEING N 52 DEG. 27 MIN. 34 SEC. E A DISTANCE OF  423.48 FEET
FROM P.R.M. 88-78-A12.

THENCE S 23 DEG. 10 MIN. 11 SEC. E A DISTANCE OF   959.31 FEET TO A POINT;
THENCE S 24 DEG. 48 MIN. 28 SEC. E A DISTANCE OF  1025.24 FEET TO A POINT;
SAID POINT BEING N 07 DEG. 01 MIN. 15 SEC. E A DISTANCE OF  755.96 FEET
FROM P.R.M. 88-86-A13-2.

THENCE S 24 DEG. 31 MIN. 00 SEC. E A DISTANCE OF  1061.86 FEET TO A POINT;
THENCE S 32 DEG. 34 MIN. 53 SEC. E A DISTANCE OF  1002.72 FEET TO A POINT;
THENCE S 27 DEG. 59 MIN. 25 SEC. E A DISTANCE OF  1359.91 FEET TO A POINT;
SAID POINT BEING N 12 DEG. 22 MIN. 12 SEC. E A DISTANCE OF  449.50 FEET
FROM P.R.M. 88-86-A14-2.

THENCE S 28 DEG. 50 MIN. 42 SEC. E A DISTANCE OF   688.95 FEET TO A POINT;
THENCE S 26 DEG. 40 MIN. 47 SEC. E A DISTANCE OF  1012.58 FEET TO A POINT;
THENCE S 23 DEG. 16 MIN. 08 SEC. E A DISTANCE OF   928.68 FEET TO A POINT;
THENCE S 22 DEG. 07 MIN. 57 SEC. E A DISTANCE OF   972.50 FEET TO A POINT;
THENCE S 26 DEG. 11 MIN. 40 SEC. E A DISTANCE OF   982.36 FEET TO A POINT;
THENCE S 24 DEG. 32 MIN. 31 SEC. E A DISTANCE OF   995.81 FEET TO A POINT;
SAID POINT BEING N 76 DEG. 54 MIN. 42 SEC. E A DISTANCE OF  265.38 FEET
FROM P.R.M. 88-78-A15.

THENCE S 20 DEG. 16 MIN. 31 SEC. E A DISTANCE OF  1033.97 FEET TO A POINT;
THENCE S 20 DEG. 26 MIN. 25 SEC. E A DISTANCE OF  1020.14 FEET TO A POINT;
THENCE S 17 DEG. 32 MIN. 09 SEC. E A DISTANCE OF   985.20 FEET TO A POINT;
THENCE S 17 DEG. 49 MIN. 23 SEC. E A DISTANCE OF  1026.18 FEET TO A POINT;
SAID POINT BEING N 47 DEG. 55 MIN. 25 SEC. E A DISTANCE OF  499.72 FEET
FROM P.R.M. 88-78-A16.

THENCE S 12 DEG. 33 MIN. 25 SEC. E A DISTANCE OF  1018.62 FEET TO A POINT;
THENCE S 09 DEG. 42 MIN. 00 SEC. E A DISTANCE OF   979.23 FEET TO A POINT;
THENCE S 13 DEG. 37 MIN. 54 SEC. E A DISTANCE OF   998.34 FEET TO A POINT;
THENCE S 16 DEG. 56 MIN. 30 SEC. E A DISTANCE OF   929.26 FEET TO A POINT;
THENCE S 17 DEG. 03 MIN. 17 SEC. E A DISTANCE OF   983.83 FEET TO A POINT;
SAID POINT BEING S 31 DEG. 08 MIN. 09 SEC. E A DISTANCE OF  644.07 FEET
FROM P.R.M. 88-78-A17.

THENCE S 16 DEG. 50 MIN. 00 SEC. E A DISTANCE OF   990.46 FEET TO A POINT;
THENCE S 18 DEG. 55 MIN. 11 SEC. E A DISTANCE OF  1153.27 FEET TO A POINT;
THENCE S 19 DEG. 56 MIN. 57 SEC. E A DISTANCE OF   969.67 FEET TO A POINT;
THENCE S 16 DEG. 11 MIN. 30 SEC. E A DISTANCE OF   998.89 FEET TO A POINT;
SAID POINT BEING S 59 DEG. 50 MIN. 28 SEC. E A DISTANCE OF  632.80 FEET
FROM P.R.M. 88-78-A18-2.

THENCE S 15 DEG. 58 MIN. 37 SEC. E A DISTANCE OF   991.76 FEET TO A POINT;
THENCE S 17 DEG. 10 MIN. 49 SEC. E A DISTANCE OF  1450.85 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 29 MIN. 04 SEC. E A DISTANCE OF 1026.62 FEET
FROM P.R.M. 88-78-A19-2.

THENCE S 20 DEG. 15 MIN. 45 SEC. E A DISTANCE OF   572.38 FEET TO A POINT;
THENCE S 18 DEG. 16 MIN. 06 SEC. E A DISTANCE OF  1026.02 FEET TO A POINT;
THENCE S 18 DEG. 26 MIN. 23 SEC. E A DISTANCE OF   937.31 FEET TO A POINT;
THENCE S 17 DEG. 58 MIN. 57 SEC. E A DISTANCE OF   965.48 FEET TO A POINT;
THENCE S 17 DEG. 59 MIN. 43 SEC. E A DISTANCE OF  1137.94 FEET TO A POINT;
SAID POINT BEING N 52 DEG. 32 MIN. 02 SEC. E A DISTANCE OF  720.24 FEET
FROM P.R.M. 88-78-A20-2.

THENCE S 18 DEG. 17 MIN. 19 SEC. E A DISTANCE OF  1034.40 FEET TO A POINT;
THENCE S 15 DEG. 42 MIN. 52 SEC. E A DISTANCE OF  1092.53 FEET TO A POINT;
THENCE S 13 DEG. 45 MIN. 03 SEC. E A DISTANCE OF  1022.34 FEET TO A POINT;
THENCE S 16 DEG. 08 MIN. 14 SEC. E A DISTANCE OF   946.18 FEET TO A POINT;
SAID POINT BEING S 71 DEG. 49 MIN. 39 SEC. E A DISTANCE OF  724.40 FEET
FROM P.R.M. 88-78-A21-2.

THENCE S 16 DEG. 09 MIN. 56 SEC. E A DISTANCE OF  1031.83 FEET TO A POINT;
SAID POINT BEING N 12 DEG. 07 MIN. 12 SEC. E A DISTANCE OF  264.51 FEET
FROM P.R.M. 88-78-A22.

THENCE S 16 DEG. 23 MIN. 50 SEC. E A DISTANCE OF  1149.68 FEET TO A POINT;
SAID POINT BEING N 01 DEG. 50 MIN. 59 SEC. E A DISTANCE OF  496.40 FEET
FROM P.R.M. 88-78-A22A.

THENCE S 17 DEG. 20 MIN. 32 SEC. E A DISTANCE OF   911.57 FEET TO A POINT;
THENCE S 17 DEG. 27 MIN. 09 SEC. E A DISTANCE OF   969.87 FEET TO A POINT;
SAID POINT BEING N 86 DEG. 32 MIN. 32 SEC. E A DISTANCE OF  173.81 FEET
FROM P.R.M. 88-78-A23.

THENCE S 10 DEG. 21 MIN. 07 SEC. E A DISTANCE OF  1031.15 FEET TO A POINT;
SAID POINT BEING S 84 DEG. 24 MIN. 13 SEC. E A DISTANCE OF  913.49 FEET
FROM P.R.M. 88-86-A24-2.

THENCE S 12 DEG. 01 MIN. 14 SEC. E A DISTANCE OF   934.61 FEET TO A POINT;
THENCE S 17 DEG. 18 MIN. 16 SEC. E A DISTANCE OF  1183.09 FEET TO A POINT;
SAID POINT BEING N 70 DEG. 52 MIN. 08 SEC. E A DISTANCE OF 1000.14 FEET
FROM P.R.M. 88-78-A25.

THENCE S 17 DEG. 38 MIN. 56 SEC. E A DISTANCE OF   892.68 FEET TO A POINT;
THENCE S 13 DEG. 06 MIN. 47 SEC. E A DISTANCE OF   988.16 FEET TO A POINT;
THENCE S 16 DEG. 39 MIN. 28 SEC. E A DISTANCE OF   939.34 FEET TO A POINT;
THENCE S 15 DEG. 08 MIN. 55 SEC. E A DISTANCE OF  1136.95 FEET TO A POINT;
THENCE S 15 DEG. 19 MIN. 10 SEC. E A DISTANCE OF   812.96 FEET TO A POINT;
SAID POINT BEING N 87 DEG. 25 MIN. 02 SEC. E A DISTANCE OF 2274.15 FEET
FROM P.R.M. 88-86-A26-2.

THENCE S 15 DEG. 10 MIN. 52 SEC. E A DISTANCE OF  1143.66 FEET TO A POINT;
SAID POINT BEING N 82 DEG. 11 MIN. 17 SEC. E A DISTANCE OF 2376.58 FEET
FROM P.R.M. 88-78-A27.

THENCE S 10 DEG. 35 MIN. 37 SEC. E A DISTANCE OF   825.79 FEET TO A POINT;
THENCE S 01 DEG. 43 MIN. 57 SEC. W A DISTANCE OF  1074.00 FEET TO A POINT;
THENCE S 03 DEG. 24 MIN. 09 SEC. E A DISTANCE OF   799.85 FEET TO A POINT;
THENCE S 06 DEG. 44 MIN. 25 SEC. E A DISTANCE OF   876.86 FEET TO A POINT;
SAID POINT BEING N 77 DEG. 44 MIN. 17 SEC. E A DISTANCE OF 1559.34 FEET
FROM P.R.M. 88-86-A28-2.

THENCE S 13 DEG. 41 MIN. 53 SEC. E A DISTANCE OF   979.16 FEET TO A POINT;
THENCE S 16 DEG. 26 MIN. 14 SEC. E A DISTANCE OF  1077.40 FEET TO A POINT;
THENCE S 20 DEG. 00 MIN. 30 SEC. E A DISTANCE OF   973.61 FEET TO A POINT;
THENCE S 22 DEG. 23 MIN. 50 SEC. E A DISTANCE OF  1032.39 FEET TO A POINT;
SAID POINT BEING N 78 DEG. 08 MIN. 10 SEC. E A DISTANCE OF 1064.18 FEET
FROM P.R.M. 88-86-A29-2.

THENCE S 24 DEG. 35 MIN. 58 SEC. E A DISTANCE OF   974.21 FEET TO A POINT;
THENCE S 28 DEG. 13 MIN. 17 SEC. E A DISTANCE OF   961.67 FEET TO A POINT;
SAID POINT BEING N 57 DEG. 06 MIN. 32 SEC. E A DISTANCE OF 1004.72 FEET
FROM P.R.M. 88-78-A30.

THENCE S 31 DEG. 43 MIN. 33 SEC. E A DISTANCE OF  1014.04 FEET TO A POINT;
THENCE S 37 DEG. 05 MIN. 30 SEC. E A DISTANCE OF   886.43 FEET TO A POINT;
SAID POINT BEING N 53 DEG. 01 MIN. 43 SEC. E A DISTANCE OF 1537.78 FEET
FROM P.R.M. 88-78-A31.

THENCE S 35 DEG. 14 MIN. 53 SEC. E A DISTANCE OF  1064.79 FEET TO A POINT;
SAID POINT BEING N 38 DEG. 56 MIN. 31 SEC. E A DISTANCE OF 1506.10 FEET
FROM P.R.M. 88-78-A32.

THENCE S 35 DEG. 34 MIN. 40 SEC. E A DISTANCE OF  1123.78 FEET TO A POINT;
THENCE S 35 DEG. 26 MIN. 22 SEC. E A DISTANCE OF   908.14 FEET TO A POINT;
THENCE S 30 DEG. 44 MIN. 25 SEC. E A DISTANCE OF  1006.60 FEET TO A POINT;
SAID POINT BEING N 71 DEG. 39 MIN. 52 SEC. E A DISTANCE OF 1018.59 FEET
FROM P.R.M. 88-86-A33-2.

THENCE S 28 DEG. 01 MIN. 02 SEC. E A DISTANCE OF   888.72 FEET TO A POINT;
SAID POINT BEING N 44 DEG. 02 MIN. 09 SEC. E A DISTANCE OF  995.23 FEET
FROM P.R.M. 88-86-A34-2.

THENCE S 23 DEG. 30 MIN. 49 SEC. E A DISTANCE OF  1113.25 FEET TO A POINT;
THENCE S 16 DEG. 45 MIN. 38 SEC. E A DISTANCE OF   917.79 FEET TO A POINT;
THENCE S 12 DEG. 35 MIN. 10 SEC. E A DISTANCE OF  1218.68 FEET TO A POINT;
THENCE S 10 DEG. 56 MIN. 22 SEC. E A DISTANCE OF   759.50 FEET TO A POINT;
SAID POINT BEING S 75 DEG. 29 MIN. 13 SEC. E A DISTANCE OF  929.63 FEET
FROM P.R.M. 88-78-A35.

THENCE S 10 DEG. 52 MIN. 56 SEC. E A DISTANCE OF   835.32 FEET TO A POINT;
THENCE S 10 DEG. 41 MIN. 15 SEC. E A DISTANCE OF   943.75 FEET TO A POINT;
SAID POINT BEING S 75 DEG. 49 MIN. 25 SEC. E A DISTANCE OF 1008.15 FEET
FROM P.R.M. 88-78-A36.

THENCE S 10 DEG. 38 MIN. 41 SEC. E A DISTANCE OF   886.30 FEET TO A POINT;
SAID POINT BEING N 85 DEG. 07 MIN. 00 SEC. E A DISTANCE OF  743.08 FEET
FROM P.R.M. 88-78-A37.

THENCE S 11 DEG. 06 MIN. 52 SEC. E A DISTANCE OF  1100.48 FEET TO A POINT;
THENCE S 10 DEG. 03 MIN. 04 SEC. E A DISTANCE OF   967.21 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 25 MIN. 31 SEC. E A DISTANCE OF  740.66 FEET
FROM P.R.M. 88-78-A38.

THENCE S 10 DEG. 12 MIN. 49 SEC. E A DISTANCE OF  1169.71 FEET TO A POINT;
SAID POINT BEING S 74 DEG. 03 MIN. 06 SEC. E A DISTANCE OF  652.47 FEET
FROM RIOMAR 2.

THENCE S 10 DEG. 42 MIN. 47 SEC. E A DISTANCE OF   698.49 FEET TO A POINT;
THENCE S 11 DEG. 01 MIN. 08 SEC. E A DISTANCE OF  1324.47 FEET TO A POINT;
SAID POINT BEING N 38 DEG. 35 MIN. 32 SEC. E A DISTANCE OF  600.97 FEET
FROM P.R.M. 94-77-A40.

THENCE S 14 DEG. 52 MIN. 11 SEC. E A DISTANCE OF   899.07 FEET TO A POINT;
THENCE S 14 DEG. 06 MIN. 06 SEC. E A DISTANCE OF   918.29 FEET TO A POINT;
THENCE S 15 DEG. 35 MIN. 19 SEC. E A DISTANCE OF  1138.11 FEET TO A POINT;
THENCE S 15 DEG. 20 MIN. 20 SEC. E A DISTANCE OF   934.47 FEET TO A POINT;
SAID POINT BEING S 30 DEG. 58 MIN. 56 SEC. E A DISTANCE OF  920.08 FEET
FROM P.R.M. 94-77-A39.

THENCE S 15 DEG. 20 MIN. 20 SEC. E TO THE POINT OF INTERSECTION WITH THE
INDIAN RIVER AND ST. LUCIE COUNTY LINE, SAID POINT BEING THE SOUTHERLY
TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR INDIAN RIVER COUNTY.


I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN INDIAN RIVER 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  3RD  OF
MARCH  1987.

                                          ( DON E. DUEDON )
                                          _____________________________
                                           ASSISTANT 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 MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA STATE BOARD OF LAND SURVEYORS,
PURSUANT TO SECTION 472.07, FLORIDA STATUTES.


( CLIFTON B. MC GHIN )
___________________________
CERTIFIED  ( 1/21/87 )

CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA


THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN INDIAN RIVER
COUNTY WAS DETERMINED BY SURVEYS USING THE FOLLOWING NATIONAL GEODETIC
SURVEY (N.G.S.) STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL
WITH REFERENCE MADE TO THE N.G.S. COMPUTATION SOURCE NUMBER.


                       NORTH AMERICAN 1927 DATUM
                       FLORIDA MERCATOR EAST ZONE


     STATION                    Y              X               SOURCE
  ____________              ___________    ___________       ___________

SLIP 1930                  1,291,763.51     673,835.78         G-3040
CLARKSON 2 1961            1,212,998.38     706,887.81         G-12647
RIOMAR 2 1960              1,178,514.08     717,272.73         G-12647






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



 STATION                          Y             X
___________                 ___________    ___________

SLIP 1930                  1,291,763.51     673,835.78
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
88-78-A04                  1,281,386.199    678,458.401
88-78-A05                  1,276,625.165    680,649.847
88-78-A06                  1,272,384.290    682,718.252
88-78-A07                  1,268,717.896    684,529.070
88-78-A08                  1,264,887.272    685,752.365
88-78-A09                  1,260,116.902    688,188.785
88-78-A10                  1,255,058.878    690,770.462
88-78-A11                  1,251,396.863    692,432.883
88-78-A12                  1,248,305.059    693,826.613
88-86-A13-2                1,246,000.233    694,877.615
88-86-A14-2                1,243,299.586    696,492.539
88-78-A15                  1,238,629.007    698,697.896
88-78-A16                  1,234,512.070    699,910.966
88-78-A17                  1,230,639.022    701,129.918
88-78-A18                  1,226,495.913    702,185.943
88-78-A19                  1,223,865.574    702,408.360
88-78-A20                  1,218,999.262    704,328.915
88-78-A21                  1,215,727.527    705,338.800
88-78-A22                  1,214,251.963    706,258.803
88-78-A22A                 1,212,911.513    706,622.865
CLARKSON 2 1961            1,212,998.38     706,887.81
88-78-A23                  1,211,601.821    707,027.986
88-86-A24-2                1,210,687.020    706,477.638
88-78-A25                  1,208,226.506    706,988.429
88-86-A26-2                1,203,857.290    706,937.483
88-78-A27                  1,202,532.996    707,154,299
88-86-A28-2                1,198,970.390    708,254.785
88-86-A29-2                1,195,228.758    710,000.329
88-78-A30                  1,193,168.786    711,058.399
88-78-A31                  1,191,219.960    711,741.318
88-78-A32                  1,190,103.819    712,637.775
88-86-A33-2                1,188,435.751    714,312.453
88-86-A34-2                1,187,256.135    715,004.999
88-78-A35                  1,184,369.877    715,915.331
88-78-A36                  1,182,636.137    716,170.571
88-78-A37                  1,181,454.929    716,571.350
88-78-A38                  1,178,621.899    716,964.594
RIOMAR 2 1960              1,178,514.08     717,272.73
94-77-A40                  1,175,878.717    717,908.208
94-77-A39                  1,173,380.248    718,816.934






I HEREBY CERTIFY THAT THE COORDINATES LISTED AND ATTACHED HERETO ARE
EAST ZONE, STATE OF FLORIDA, PLANE GRID COORDINATES ESTABLISHED BY
SECOND ORDER TRAVERSE ACCURACY IN ACCORDANCE WITH THE CRITERIA OF
DEPARTMENT OF TRANSPORTATION, STATE OF FLORIDA, BASED ON NATIONAL
GEODETIC SURVEY (N.G.S.) SECOND OR HIGHER ORDER CONTROL.

THIS IS A RESURVEY OF THE COASTAL CONSTRUCTION CONTROL LINE IN INDIAN
RIVER COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU, FLORIDA
DEPARTMENT OF TRANSPORTATION, COMPLETED IN MAY 1986.



CERTIFIED


( CLIFTON B. MC GHIN )
__________________________________
CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA
JANUARY 5, 1987