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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR CHARLOTTE 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 JAN. 29, 1985, IN "SETBACK BOOK
1, PAGE 1A-1G" IN THE PUBLIC RECORDS OF
CHARLOTTE COUNTY, FLORIDA.






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


Description of the Coastal Construction Control Line is established in
compliance with Section 161.053, Florida Statutes, said control line lying
along the Gulf of Mexico coast from the Sarasota County and Charlotte
County line southeasterely to the Charlotte County and Lee 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 "01-82-
A01 through 01-82-A28" and "12-81-A01 through 12-81-A08" 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.).

COMMENCE AT P.R.M. 01-82-A01, THENCE S 18 DEG. 09 MIN. 56 SEC. W (ALL BEARINGS
IN THIS DESCRIPTION ARE GRID) A DISTANCE OF 244.714 FEET TO THE POINT OF
BEGINNING; THENCE N 27 DEG. 16 MIN. 46 SEC. W TO THE POINT OF INTERSECTION WITH
THE CHARLOTTE AND SARASOTA COUNTY LINE; SAID POINT BEING THE NORTHWESTERLY
TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR CHARLOTTE COUNTY; THENCE
S 27 DEG. 16 MIN. 46 SEC. E TO THE POINT OF BEGINNING.
THENCE S 27 DEG. 16 MIN. 46 SEC. E A DISTANCE OF  579.02 FEET TO A POINT,
THENCE S 24 DEG. 22 MIN. 33 SEC. E A DISTANCE OF  996.28 FEET TO A POINT,
THENCE S 27 DEG. 55 MIN. 23 SEC. E A DISTANCE OF 1042.87 FEET TO A POINT,
THENCE S 27 DEG. 41 MIN. 06 SEC. E A DISTANCE OF  986.50 FEET TO A POINT,
THENCE S 27 DEG. 58 MIN. 21 SEC. E A DISTANCE OF  210.00 FEET TO A POINT,
SAID POINT BEING S 84 DEG. 36 MIN. 26 SEC. W A DISTANCE OF  85.591 FEET FROM
P.R.M. 01-82-A02.
THENCE S 27 DEG. 58 MIN. 21 SEC. E A DISTANCE OF  778.97 FEET TO A POINT,
THENCE S 27 DEG. 50 MIN. 18 SEC. E A DISTANCE OF  918.14 FEET TO A POINT,
THENCE S 29 DEG. 12 MIN. 42 SEC. E A DISTANCE OF  900.16 FEET TO A POINT,
SAID POINT BEING N 86 DEG. 13 MIN. 30 SEC. W A DISTANCE OF 165.953 FEET FROM
P.R.M. 01-82-A03.
THENCE S 29 DEG. 04 MIN. 27 SEC. E A DISTANCE OF 1011.63 FEET TO A POINT,
THENCE S 33 DEG. 18 MIN. 11 SEC. E A DISTANCE OF 1118.39 FEET TO A POINT,
SAID POINT BEING N 17 DEG. 36 MIN. 58 SEC. W A DISTANCE OF 197.637 FEET FROM
P.R.M. 01-82-A04.
THENCE S 25 DEG. 47 MIN. 49 SEC. E A DISTANCE OF  681.80 FEET TO A POINT,
THENCE S 44 DEG. 49 MIN. 51 SEC. W A DISTANCE OF  177.13 FEET TO A POINT,
SAID POINT BEING N 58 DEG. 07 MIN. 31 SEC. E A DISTANCE OF 101.492 FEET FROM
P.R.M. 01-82-A05.
THENCE S 27 DEG. 50 MIN. 07 SEC. E A DISTANCE OF  237.06 FEET TO A POINT,
THENCE N 61 DEG. 07 MIN. 47 SEC. E A DISTANCE OF  179.43 FEET TO A POINT,
THENCE S 29 DEG. 12 MIN. 17 SEC. E A DISTANCE OF  106.28 FEET TO A POINT,
THENCE S 25 DEG. 06 MIN. 34 SEC. E A DISTANCE OF  385.00 FEET TO A POINT,
SAID POINT BEING S 61 DEG. 38 MIN. 19 SEC. W A DISTANCE OF  34.869 FEET FROM
P.R.M. 01-82-A06.
THENCE S 25 DEG. 06 MIN. 34 SEC. E A DISTANCE OF  586.14 FEET TO A POINT,
THENCE S 27 DEG. 52 MIN. 01 SEC. E A DISTANCE OF 1023.15 FEET TO A POINT,
THENCE S 28 DEG. 34 MIN. 04 SEC. E A DISTANCE OF  400.00 FEET TO A POINT,
SAID POINT BEING S 60 DEG. 45 MIN. 01 SEC. W A DISTANCE OF 128.467 FEET FROM
P.R.M. 01-82-A07.
THENCE S 28 DEG. 34 MIN. 04 SEC. E A DISTANCE OF  679.99 FEET TO A POINT,
THENCE S 32 DEG. 09 MIN. 26 SEC. E A DISTANCE OF  500.00 FEET TO A POINT,
SAID POINT BEING S 55 DEG. 19 MIN. 34 SEC. W A DISTANCE OF  87.651 FEET FROM
P.R.M. 01-82-A08.
THENCE S 32 DEG. 09 MIN. 26 SEC. E A DISTANCE OF  482.77 FEET TO A POINT,
THENCE S 18 DEG. 07 MIN. 32 SEC. E A DISTANCE OF  188.74 FEET TO A POINT,
THENCE S 14 DEG. 06 MIN. 32 SEC. W A DISTANCE OF  195.90 FEET TO A POINT,
SAID POINT BEING N 26 DEG. 23 MIN. 28 SEC. E A DISTANCE OF 126.003 FEET FROM
P.R.M. 01-82-A09.
THENCE S 36 DEG. 40 MIN. 09 SEC. E A DISTANCE OF  393.51 FEET TO A POINT,
THENCE S 20 DEG. 39 MIN. 22 SEC. E A DISTANCE OF  251.36 FEET TO A POINT,
THENCE S 30 DEG. 36 MIN. 47 SEC. E A DISTANCE OF  997.67 FEET TO A POINT,
SAID POINT BEING N 47 DEG. 10 MIN. 30 SEC. E A DISTANCE OF 109.281 FEET FROM
P.R.M. 01-82-A10.
THENCE S 37 DEG. 35 MIN. 44 SEC. E A DISTANCE OF 1001.42 FEET TO A POINT,
THENCE S 34 DEG. 21 MIN. 12 SEC. E A DISTANCE OF  970.80 FEET TO A POINT,
THENCE S 46 DEG. 00 MIN. 35 SEC. E A DISTANCE OF  920.35 FEET TO A POINT,
SAID POINT BEING S 89 DEG. 45 MIN. 08 SEC. E A DISTANCE OF 577.825 FEET FROM
P.R.M. 01-82-A11.
THENCE S 59 DEG. 17 MIN. 53 SEC. E A DISTANCE OF 1002.22 FEET TO A POINT,
SAID POINT BEING N 51 DEG. 40 MIN. 18 SEC. E A DISTANCE OF 774.459 FEET FROM
P.R.M. 01-82-A12.
THENCE S 18 DEG. 20 MIN. 49 SEC. E TO THE MEAN HIGH WATER LINE ON THE
NORTHWESTERLY BANK OF STUMP PASS; THENCE N 18 DEG. 20 MIN. 49 SEC. W TO
AFOREMENTIONED POINT; SAID POINT BEING N 51 DEG. 40 MIN. 18 SEC. E A DISTANCE
OF 774.459 FEET FROM P.R.M. 01-82-A12.
RECOMMENCE AT P.R.M. 01-82-A13, THENCE N 54 DEG. 58 MIN. 33 SEC. E A DISTANCE
OF  391.928 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE; THENCE N
42 DEG. 46 MIN. 20 SEC. W TO THE MEAN HIGH WATER LINE ON THE SOUTHEASTERLY BANK
OF STUMP PASS; THENCE S 42 DEG. 46 MIN. 20 SEC. E TO THE AFOREMENTIONED POINT;
SAID POINT BEING N 54 DEG. 58 MIN. 33 SEC. E A DISTANCE OF 391.928 FEET FROM
P.R.M. 01-82-A13.
THENCE S 28 DEG. 20 MIN. 01 SEC. E A DISTANCE OF 1030.47 FEET TO A POINT,
THENCE S 43 DEG. 11 MIN. 38 SEC. E A DISTANCE OF 1091.70 FEET TO A POINT,
SAID POINT BEING N 25 DEG. 16 MIN. 00 SEC. E A DISTANCE OF 516.646 FEET FROM
P.R.M. 01-82-A14.
THENCE S 42 DEG. 46 MIN. 52 SEC. E A DISTANCE OF 1001.95 FEET TO A POINT,
THENCE S 43 DEG. 59 MIN. 40 SEC. E A DISTANCE OF  921.40 FEET TO A POINT,
THENCE S 34 DEG. 50 MIN. 42 SEC. E A DISTANCE OF 1010.54 FEET TO A POINT,
SAID POINT BEING N 10 DEG. 07 MIN. 07 SEC. E A DISTANCE OF 611.608 FEET FROM
P.R.M. 01-82-A15.
THENCE S 33 DEG. 21 MIN. 34 SEC. E A DISTANCE OF 1058.73 FEET TO A POINT,
THENCE S 32 DEG. 17 MIN. 54 SEC. E A DISTANCE OF 1046.42 FEET TO A POINT,
SAID POINT BEING N 82 DEG. 15 MIN. 34 SEC. E A DISTANCE OF 365.708 FEET FROM
P.R.M. 01-82-A16.
THENCE S 31 DEG. 15 MIN. 19 SEC. E A DISTANCE OF  999.98 FEET TO A POINT,
THENCE S 31 DEG. 44 MIN. 38 SEC. E A DISTANCE OF 1051.89 FEET TO A POINT,
THENCE S 29 DEG. 26 MIN. 46 SEC. E A DISTANCE OF  883.97 FEET TO A POINT,
SAID POINT BEING S 83 DEG. 00 MIN. 57 SEC. E A DISTANCE OF 157.393 FEET FROM
P.R.M. 01-82-A18.
THENCE S 30 DEG. 52 MIN. 32 SEC. E A DISTANCE OF  460.10 FEET TO A POINT,
THENCE S 47 DEG. 55 MIN. 01 SEC. W A DISTANCE OF  188.55 FEET TO A POINT,
THENCE S 20 DEG. 40 MIN. 14 SEC. E A DISTANCE OF   94.19 FEET TO A POINT,
THENCE S 65 DEG. 44 MIN. 54 SEC. E A DISTANCE OF  135.73 FEET TO A POINT,
THENCE S 07 DEG. 09 MIN. 43 SEC. W A DISTANCE OF  188.97 FEET TO A POINT,
THENCE S 33 DEG. 56 MIN. 47 SEC. E A DISTANCE OF   73.35 FEET TO A POINT,
THENCE S 61 DEG. 11 MIN. 53 SEC. E A DISTANCE OF  480.55 FEET TO A POINT,
THENCE S 31 DEG. 03 MIN. 20 SEC. E A DISTANCE OF  272.58 FEET TO A POINT,
SAID POINT BEING S 38 DEG. 38 MIN. 58 SEC. W A DISTANCE OF 348.276 FEET FROM
P.R.M. 01-82-A20.
THENCE S 08 DEG. 40 MIN. 59 SEC. E A DISTANCE OF  283.46 FEET TO A POINT,
THENCE S 18 DEG. 41 MIN. 08 SEC. E A DISTANCE OF  192.83 FEET TO A POINT,
THENCE S 32 DEG. 19 MIN. 02 SEC. E A DISTANCE OF  167.87 FEET TO A POINT,
SAID POINT BEING S 79 DEG. 24 MIN. 48 SEC. E A DISTANCE OF  47.435 FEET FROM
P.R.M. 01-82-A21.
THENCE S 58 DEG. 10 MIN. 24 SEC. E A DISTANCE OF  326.16 FEET TO A POINT,
THENCE S 31 DEG. 08 MIN. 30 SEC. E A DISTANCE OF  357.87 FEET TO A POINT,
THENCE S 32 DEG. 26 MIN. 15 SEC. E A DISTANCE OF  973.59 FEET TO A POINT,
THENCE S 33 DEG. 47 MIN. 47 SEC. E A DISTANCE OF  774.42 FEET TO A POINT,
THENCE S 33 DEG. 44 MIN. 10 SEC. E A DISTANCE OF  942.25 FEET TO A POINT,
THENCE S 35 DEG. 57 MIN. 56 SEC. E A DISTANCE OF  600.00 FEET TO A POINT,
SAID POINT BEING N 16 DEG. 44 MIN. 20 SEC. E A DISTANCE OF 406.723 FEET FROM
P.R.M. 01-82-A22.
THENCE S 35 DEG. 57 MIN. 56 SEC. E A DISTANCE OF  404.98 FEET TO A POINT,
THENCE S 34 DEG. 10 MIN. 32 SEC. E A DISTANCE OF  964.48 FEET TO A POINT,
THENCE S 32 DEG. 46 MIN. 51 SEC. E A DISTANCE OF 1089.06 FEET TO A POINT,
THENCE S 35 DEG. 04 MIN. 18 SEC. E A DISTANCE OF 1008.83 FEET TO A POINT,
SAID POINT BEING N 61 DEG. 55 MIN. 11 SEC. E A DISTANCE OF 337.042 FEET FROM
P.R.M. 01-82-A23.
THENCE S 33 DEG. 15 MIN. 44 SEC. E A DISTANCE OF 1090.26 FEET TO A POINT,
THENCE S 33 DEG. 51 MIN. 10 SEC. E A DISTANCE OF 1039.17 FEET TO A POINT,
THENCE S 29 DEG. 27 MIN. 05 SEC. E A DISTANCE OF  968.00 FEET TO A POINT,
SAID POINT BEING N 04 DEG. 27 MIN. 55 SEC. E A DISTANCE OF 309.045 FEET FROM
P.R.M. 01-82-A24.
THENCE S 34 DEG. 10 MIN. 52 SEC. E A DISTANCE OF  384.95 FEET TO A POINT,
THENCE S 20 DEG. 19 MIN. 23 SEC. W A DISTANCE OF  237.54 FEET TO A POINT,
THENCE S 26 DEG. 59 MIN. 36 SEC. E A DISTANCE OF  507.97 FEET TO A POINT,
THENCE N 69 DEG. 51 MIN. 06 SEC. E A DISTANCE OF  279.43 FEET TO A POINT,
THENCE S 34 DEG. 34 MIN. 39 SEC. E A DISTANCE OF  844.13 FEET TO A POINT,
SAID POINT BEING N 67 DEG. 13 MIN. 23 SEC. E A DISTANCE OF 494.555 FEET FROM
P.R.M. 01-82-A25.
THENCE S 30 DEG. 55 MIN. 15 SEC. E A DISTANCE OF 1041.47 FEET TO A POINT,
THENCE S 32 DEG. 33 MIN. 46 SEC. E A DISTANCE OF  944.46 FEET TO A POINT,
THENCE S 36 DEG. 12 MIN. 48 SEC. E A DISTANCE OF  425.00 FEET TO A POINT,
SAID POINT BEING N 53 DEG. 36 MIN. 46 SEC. E A DISTANCE OF 365.872 FEET FROM
P.R.M. 01-82-A26.
THENCE S 36 DEG. 12 MIN. 48 SEC. E A DISTANCE OF  770.46 FEET TO A POINT,
THENCE S 36 DEG. 38 MIN. 22 SEC. E A DISTANCE OF 1103.56 FEET TO A POINT,
THENCE S 31 DEG. 46 MIN. 14 SEC. E A DISTANCE OF  920.00 FEET TO A POINT,
SAID POINT BEING N 60 DEG. 23 MIN. 02 SEC. E A DISTANCE OF 138.199 FEET FROM
P.R.M. 01-82-A27.
THENCE S 31 DEG. 46 MIN. 14 SEC. E A DISTANCE OF  179.38 FEET TO A POINT,
THENCE S 28 DEG. 54 MIN. 24 SEC. E A DISTANCE OF 1057.62 FEET TO A POINT,
THENCE S 28 DEG. 04 MIN. 04 SEC. E A DISTANCE OF 1032.37 FEET TO A POINT,
THENCE S 32 DEG. 45 MIN. 36 SEC. E A DISTANCE OF  380.00 FEET TO A POINT,
SAID POINT BEING N 57 DEG. 56 MIN. 32 SEC. E A DISTANCE OF 313.857 FEET FROM
P.R.M. 01-82-A28.
THENCE S 32 DEG. 45 MIN. 36 SEC. E A DISTANCE OF  603.81 FEET TO A POINT,
THENCE S 31 DEG. 40 MIN. 17 SEC. E A DISTANCE OF  110.40 FEET TO A POINT,
THENCE S 13 DEG. 27 MIN. 50 SEC. E A DISTANCE OF  173.39 FEET TO A POINT,
THENCE S 48 DEG. 27 MIN. 30 SEC. E A DISTANCE OF  216.47 FEET TO A POINT,
THENCE S 32 DEG. 39 MIN. 44 SEC. E TO THE MEAN HIGH WATER LINE ON THE
NORTHWESTERLY BANK OF GASPARILLA PASS; THENCE N 32 DEG. 39 MIN. 44 SEC. W TO
THE AFOREMENTIONED POINT;
THENCE N 48 DEG. 27 MIN. 30 SEC. W A DISTANCE OF  216.47 FEET TO A POINT,
THENCE N 13 DEG. 27 MIN. 50 SEC. W A DISTANCE OF  173.39 FEET TO A POINT,
THENCE N 31 DEG. 40 MIN. 17 SEC. W A DISTANCE OF  110.40 FEET TO A POINT,
THENCE N 32 DEG. 45 MIN. 36 SEC. W A DISTANCE OF  603.81 FEET TO A POINT,
SAID POINT BEING N 57 DEG. 56 MIN. 32 SEC. E A DISTANCE OF 313.857 FEET FROM
P.R.M. 01-82-A28.
RECOMMENCE AT P.R.M. 12-81-A03, THENCE N 65 DEG. 51 MIN. 26 SEC. W A DISTANCE OF
1524.386 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE; THENCE N 68
DEG. 23 MIN. 11 SEC. E TO THE MEAN HIGH WATER LINE ON THE SOUTHWESTERLY BANK OF
GASPARILLA PASS; THENCE S 68 DEG. 23 MIN. 11 SEC. W TO THE AFOREMENTIONED
POINT; SAID POINT BEING N 65 DEG. 51 MIN. 26 SEC. W A DISTANCE OF 1524.386 FEET
FROM P.R.M. 12-81-A03.
THENCE S 68 DEG. 23 MIN. 11 SEC. W A DISTANCE OF  519.42 FEET TO A POINT,
THENCE S 34 DEG. 22 MIN. 09 SEC. W A DISTANCE OF  471.68 FEET TO A POINT,
THENCE S 07 DEG. 21 MIN. 28 SEC. E A DISTANCE OF 1010.23 FEET TO A POINT,
THENCE S 33 DEG. 21 MIN. 08 SEC. E A DISTANCE OF 1069.06 FEET TO A POINT,
THENCE S 36 DEG. 38 MIN. 57 SEC. E A DISTANCE OF  880.69 FEET TO A POINT,
SAID POINT BEING S 43 DEG. 26 MIN. 41 SEC. W A DISTANCE OF 978.499 FEET FROM
P.R.M. 12-81-A05.
THENCE S 31 DEG. 06 MIN. 37 SEC. E A DISTANCE OF 1090.22 FEET TO A POINT,
SAID POINT BEING S 32 DEG. 56 MIN. 39 SEC. W A DISTANCE OF 813.187 FEET FROM
P.R.M. 12-81-A06.
THENCE S 33 DEG. 56 MIN. 35 SEC. E A DISTANCE OF 1009.53 FEET TO A POINT,
THENCE S 33 DEG. 58 MIN. 39 SEC. E A DISTANCE OF  985.22 FEET TO A POINT,
SAID POINT BEING S 80 DEG. 50 MIN. 57 SEC. W A DISTANCE OF 324.244 FEET FROM
P.R.M. 12-81-A07.
THENCE S 25 DEG. 15 MIN. 33 SEC. E A DISTANCE OF 1025.72 FEET TO A POINT,
THENCE S 25 DEG. 38 MIN. 22 SEC. E A DISTANCE OF  542.95 FEET TO A POINT,
THENCE S 25 DEG. 38 MIN. 22 SEC. E A DISTANCE OF  100.00 FEET TO A POINT,
SAID POINT BEING N 54 DEG. 38 MIN. 49 SEC. W A DISTANCE OF 449.064 FEET FROM
P.R.M. 12-81-A08.
THENCE S 25 DEG. 38 MIN. 22 SEC. E TO THE POINT OF INTERSECTION WITH THE
CHARLOTTE AND LEE COUNTY LINE; SAID POINT BEING THE SOUTHEASTERLY TERMINUS OF
THE COASTAL CONSTRUCTION CONTROL LINE FOR CHARLOTTE COUNTY; THENCE N 25 DEG. 38
MIN. 22 SEC. W TO THE AFOREMENTIONED POINT; SAID POINT BEING N 54 DEG. 38 MIN.
49 SEC. W A DISTANCE OF 449.064 FEET FROM P.R.M. 12-81-A08.

        I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
        LINE AS DESCRIBED HEREON,ESTABLISHED IN COMPLIANCE WITH
        SECTION 161.053, FLORIDA STATUTES IN CHARLOTTE COUNTY,
        FLORIDA, LYING ALONG THE GULF 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 13TH OF NOVEMBER, 1984.

                                (ELTON  GISSENDANNER)
                            -----------------------------
                                  EXECUTIVE DIRECTOR

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


        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.

        (ROBERT E. CHASON)
        -------------------------
             CERTIFIED

        ROBERT E. CHASON
        REGISTERED LAND SURVEYOR, NO. 2024
        JUNE 11, 1984

THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN CHARLOTTE 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. PROJECT ACCESSION NUMBER.

                  NORTH AMERICAN 1927 DATUM
            FLORIDA TRANSVERSE MERCATOR WEST ZONE

       STATION                Y                     X        ACCESSION
-----------------        -----------           -----------   ---------
ENGLEWOOD 1934           949,530.67            384,742.79     14831
STEVE EDRL 1960          917,746.01            398,055.02     14831
PLACIDA 2 1934           908,059.34            413,243.67     14831

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

STATION                       Y                     X
---------------          -----------           -----------
CHBE 1 RM 1              949,522.743           379,137.239
01-82-A01                949,538.105           378,557.912
01-82-A02                945,911.057           380,288.597
01-82-A03                943,606.559           381,602.415
01-82-A04                941,610.232           382,602.297
01-82-A05                941,005.536           382,628.123
01-82-A06                940,511.310           383,228.044
01-82-A07                938,770.970           384,227.693
01-82-A08                937,737.570           384,778.980
01-82-A09                936,796.759           384,918.802
01-82-A10                935,425.892           385,726.381
01-82-A11                933,268.533           387,049.628
01-82-A12                932,274.033           387,881.653
01-82-A13                930,663.195           389,077.467
01-82-A14                928,717.997           390,414.200
01-82-A15                926,355.523           392,425.166
01-82-A16                925,139.553           393,311.561
01-82-A17                925,045.490           393,693.370
01-82-A18                922,688.788           395,024.542
01-82-A19                922,230.544           396,099.363
01-82-A20                921,563.127           396,230.578
01-82-A21                920,695.095           396,160.752
STEVE RM 1 1960          917,848.347           398,066.842
01-82-A22                917,084.143           398,381.088
01-82-A23                914,447.988           400,149.803
01-82-A24                911,680.981           402,075.919
01-82-A25                910,205.011           402,749.712
01-82-A26                908,147.076           404,205.743
01-82-A27                906,006.554           405,978.291
01-82-A28                903,599.394           407,129.492
12-81-A01                905,877.504           411,766.727
12-81-A02                902,712.528           410,834.174
12-81-A03                899,619.068           409,876.750
12-81-A04                898,549.594           409,617.153
12-81-A05                897,770.846           409,652.220
12-81-A06                896,809.428           409,984.885
12-81-A07                894,524.065           410,977.068
12-81-A08                892,705.377           411,739.104

        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,
        WEST ZONE BASED ON THE NATIONAL OCEAN SURVEY
        TRIANGULATION STATIONS, OF SECOND ORDER TRAVERSE,
        ALONG THE WEST COAST OF THE STATE OF FLORIDA.

        THIS IS IS A RESURVEY OF THE COASTAL CONSTRUCTION
        CONTROL LINE IN CHARLOTTE COUNTY, PERFORMED BY THE
        STATE TOPOGRAPHIC BUREAU FLORIDA DEPARTMENT OF
        TRANSPORTATION, COMPLETED IN DECEMBER, 1982.

        (ROBERT E. CHASON)
        -----------------------
             CERTIFIED

        ROBERT E. CHASON
        REGISTERED LAND SURVEYOR
        N0.2024 STATE OF FLORIDA
        DATE: JUNE 11, 1984



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