THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR DUVAL 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 OF THIS
COUNTY.


RECORDED 7/23/92 IN "MAP BOOK C, PAGES
72 TO 72H" AND "O.R. BOOK 7379, PAGES
1769-1782" IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.



                          METES AND BOUNDS DESCRIPTION
                                   FOR THE
                       COASTAL CONSTRUCTION CONTROL LINE
                              DUVAL 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 COAST OF THE ATLANTIC OCEAN FROM THE MEAN HIGH WATER
LINE OF THE NORTHWESTERN SHORE OF LITTLE TALBOT ISLAND SOUTHERLY TO THE
INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF LITTLE
TALBOT ISLAND.  RECOMMENCING AT THE MEAN HIGH WATER LINE OF THE NORTHERN
SHORE OF FORT GEORGE ISLAND, CONTINUING SOUTHERLY TO THE MEAN HIGH WATER
LINE OF THE SOUTHERN SHORE OF FORT GEORGE ISLAND.  RECOMMENCING AT THE
SOUTHERN BOUNDARY OF MAYPORT NAVAL STATION, CONTINUING SOUTHERLY TO ITS
TERMINUS AT THE DUVAL-SAINT JOHNS 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 "72-81-A01-2 1989","72-81-A02-2 1989 THROUGH
72-81-A06","72-81-A07-2 1989","72-81-A08","72-81-A09-2 1989",
"72-81-A12 THROUGH 72-81-A33", AND "78-79-A09".

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 IN THE EAST ZONE OF THE STATE OF FLORIDA PLANE COORDINATE
SYSTEM.  ALL STATIONS IN THIS DESCRIPTION ARE BASED UPON THE NORTH
AMERICAN 1927 DATUM.

THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY POLARIS
OBSERVATIONS MADE AT PERMANENT REFERENCE MONUMENTS (P.R.M.) 72-81-A17,
74-81-A27, AND 78-79-A08.

                          METES AND BOUNDS DESCRIPTION

                                   FOR THE

                       COASTAL CONSTRUCTION CONTROL LINE

                             DUVAL COUNTY, FLORIDA

COMMMENCE AT "P.R.M." 72-81-A01-2 1989; THENCE S 22 DEG. 07 MIN. 51 SEC. W
A DISTANCE OF 445.50 FEET TO THE POINT OF BEGINNING;
THENCE N 74 DEG. 40 MIN. 45 SEC. W A DISTANCE OF   884.39 FEET TO A POINT;
THENCE N 74 DEG. 40 MIN. 45 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHWESTERN SHORE OF LITTLE TALBOT ISLAND,
SAID POINT BEING THE NORTHWESTERN TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR DUVAL COUNTY;  THENCE RETURN ALONG THE SAME COURSE TO THE
POINT OF BEGINNING;  SAID POINT BEING S 22 DEG. 07 MIN. 51 SEC. W A
DISTANCE OF 445.50 FEET FROM P.R.M. 72-81-A01-2 1989.

THENCE S 27 DEG. 04 MIN. 10 SEC. E A DISTANCE OF   298.35 FEET TO A POINT;
THENCE S 14 DEG. 29 MIN. 34 SEC. E A DISTANCE OF   945.27 FEET TO A POINT;
SAID POINT BEING S 87 DEG. 41 MIN. 59 SEC. W A DISTANCE OF  487.18 FEET
FROM P.R.M. 72-81-A02-2 1989.

THENCE S 01 DEG. 50 MIN. 29 SEC. W A DISTANCE OF  1016.06 FEET TO A POINT;
THENCE S 01 DEG. 06 MIN. 07 SEC. W A DISTANCE OF   461.07 FEET TO A POINT;
THENCE S 00 DEG. 28 MIN. 18 SEC. W A DISTANCE OF   989.81 FEET TO A POINT;
THENCE S 01 DEG. 33 MIN. 20 SEC. E A DISTANCE OF  1188.16 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 14 MIN. 17 SEC. W A DISTANCE OF  679.80 FEET
FROM P.R.M. 72-81-A03.

THENCE S 01 DEG. 54 MIN. 33 SEC. E A DISTANCE OF  1010.21 FEET TO A POINT;
THENCE S 00 DEG. 27 MIN. 59 SEC. W A DISTANCE OF  1021.06 FEET TO A POINT;
THENCE S 00 DEG. 39 MIN. 45 SEC. W A DISTANCE OF  1021.12 FEET TO A POINT;
SAID POINT BEING S 38 DEG. 36 MIN. 34 SEC. W A DISTANCE OF  428.80 FEET
FROM P.R.M. 72-81-A04.

THENCE S 01 DEG. 11 MIN. 29 SEC. E A DISTANCE OF  1082.36 FEET TO A POINT;
THENCE S 01 DEG. 14 MIN. 42 SEC. E A DISTANCE OF  1047.71 FEET TO A POINT;
THENCE S 03 DEG. 09 MIN. 37 SEC. E A DISTANCE OF   959.95 FEET TO A POINT;
SAID POINT BEING S 86 DEG. 55 MIN. 17 SEC. W A DISTANCE OF  191.07 FEET
FROM P.R.M. 72-81-A05.

THENCE S 02 DEG. 59 MIN. 34 SEC. E A DISTANCE OF   880.99 FEET TO A POINT;
THENCE S 05 DEG. 49 MIN. 16 SEC. E A DISTANCE OF  1154.89 FEET TO A POINT;
THENCE S 06 DEG. 05 MIN. 19 SEC. E A DISTANCE OF   879.78 FEET TO A POINT;
SAID POINT BEING N 68 DEG. 05 MIN. 24 SEC. W A DISTANCE OF  183.35 FEET
FROM P.R.M. 72-81-A06.

THENCE S 09 DEG. 25 MIN. 41 SEC. E A DISTANCE OF   976.32 FEET TO A POINT;
THENCE S 11 DEG. 13 MIN. 21 SEC. E A DISTANCE OF   890.83 FEET TO A POINT;
THENCE S 10 DEG. 28 MIN. 50 SEC. E A DISTANCE OF   711.53 FEET TO A POINT;
THENCE S 01 DEG. 30 MIN. 04 SEC. E A DISTANCE OF   268.32 FEET TO A POINT;
THENCE S 02 DEG. 14 MIN. 08 SEC. E A DISTANCE OF  1020.34 FEET TO A POINT;
THENCE S 02 DEG. 04 MIN. 28 SEC. E A DISTANCE OF   936.39 FEET TO A POINT;
SAID POINT BEING S 49 DEG. 49 MIN. 33 SEC. W A DISTANCE OF  566.72 FEET
FROM P.R.M. 72-81-A07-2 1989.

THENCE S 15 DEG. 25 MIN. 45 SEC. W A DISTANCE OF   401.21 FEET TO A POINT;
THENCE S 47 DEG. 32 MIN. 35 SEC. W A DISTANCE OF  1276.62 FEET TO A POINT;
THENCE S 47 DEG. 32 MIN. 35 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF LITTLE TALBOT ISLAND.

RECOMMENCE AT P.R.M. 72-81-A08; THENCE S 67 DEG. 34 MIN. 42 SEC. W A
DISTANCE OF 698.06 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 18 DEG. 08 MIN. 28 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF FORT GEORGE ISLAND; THENCE
RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE,  SAID POINT BEING S 67 DEG. 34 MIN. 42 SEC. W A DISTANCE OF 698.06
FEET FROM P.R.M. 72-81-A08.

THENCE S 24 DEG. 39 MIN. 14 SEC. E A DISTANCE OF   868.44 FEET TO A POINT;
THENCE S 30 DEG. 03 MIN. 07 SEC. E A DISTANCE OF   899.06 FEET TO A POINT;
THENCE S 60 DEG. 44 MIN. 11 SEC. E A DISTANCE OF   494.41 FEET TO A POINT;
THENCE S 08 DEG. 59 MIN. 33 SEC. E A DISTANCE OF   300.70 FEET TO A POINT;
THENCE S 17 DEG. 07 MIN. 24 SEC. W A DISTANCE OF  1015.14 FEET TO A POINT;
SAID POINT BEING S 86 DEG. 11 MIN. 12 SEC. W A DISTANCE OF  416.69 FEET
FROM P.R.M. 72-81-A09-2 1989.

THENCE S 17 DEG. 07 MIN. 24 SEC. W TO THE MEAN HIGH WATER LINE OF THE
SOUTHERN SHORE OF FORT GEORGE ISLAND.

RECOMMENCE AT P.R.M. 72-81-A12;  THENCE N 53 DEG. 22 MIN. 46 SEC. E A
DISTANCE OF 469.29 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 05 DEG. 20 MIN. 40 SEC. E TO THE POINT OF INTERSECTION WITH THE
SOUTHERN BOUNDARY OF MAYPORT NAVAL STATION;  THENCE RETURN ALONG THE SAME
COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,  SAID POINT
BEING N 53 DEG. 22 MIN. 46 SEC. E A DISTANCE OF 469.29 FEET FROM P.R.M.
72-81-A12.

THENCE S 05 DEG. 20 MIN. 40 SEC. W A DISTANCE OF  1011.22 FEET TO A POINT;
THENCE S 02 DEG. 38 MIN. 15 SEC. W A DISTANCE OF   923.12 FEET TO A POINT;
THENCE S 04 DEG. 00 MIN. 47 SEC. W A DISTANCE OF   971.89 FEET TO A POINT;
SAID POINT BEING N 27 DEG. 28 MIN. 49 SEC. E A DISTANCE OF  542.96 FEET
FROM P.R.M. 72-81-A13.

THENCE S 01 DEG. 59 MIN. 04 SEC. W A DISTANCE OF  1058.56 FEET TO A POINT;
THENCE S 01 DEG. 13 MIN. 30 SEC. W A DISTANCE OF   917.21 FEET TO A POINT;
THENCE S 00 DEG. 52 MIN. 37 SEC. W A DISTANCE OF   774.40 FEET TO A POINT;
SAID POINT BEING S 64 DEG. 18 MIN. 19 SEC. E A DISTANCE OF  211.96 FEET
FROM P.R.M. 72-81-A14.

THENCE S 05 DEG. 21 MIN. 06 SEC. E A DISTANCE OF  1265.85 FEET TO A POINT;
THENCE S 02 DEG. 49 MIN. 28 SEC. E A DISTANCE OF   850.72 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 00 MIN. 56 SEC. E A DISTANCE OF  321.68 FEET
FROM P.R.M. 72-81-A15.

THENCE S 02 DEG. 03 MIN. 26 SEC. E A DISTANCE OF   975.99 FEET TO A POINT;
THENCE S 01 DEG. 48 MIN. 53 SEC. E A DISTANCE OF   885.54 FEET TO A POINT;
THENCE S 04 DEG. 20 MIN. 21 SEC. E A DISTANCE OF  1048.95 FEET TO A POINT;
SAID POINT BEING N 81 DEG. 57 MIN. 44 SEC. E A DISTANCE OF  476.58 FEET
FROM P.R.M. 72-81-A16.

THENCE S 02 DEG. 52 MIN. 59 SEC. E A DISTANCE OF   815.80 FEET TO A POINT;
THENCE S 03 DEG. 48 MIN. 40 SEC. E A DISTANCE OF   951.78 FEET TO A POINT;
SAID POINT BEING N 58 DEG. 47 MIN. 23 SEC. E A DISTANCE OF  659.98 FEET
FROM P.R.M. 72-81-A17.

THENCE S 04 DEG. 01 MIN. 52 SEC. E A DISTANCE OF   936.37 FEET TO A POINT;
THENCE S 04 DEG. 05 MIN. 10 SEC. E A DISTANCE OF   980.48 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 26 MIN. 33 SEC. E A DISTANCE OF 1059.89 FEET
FROM P.R.M. 72-81-A18.

THENCE S 05 DEG. 03 MIN. 57 SEC. E A DISTANCE OF   991.16 FEET TO A POINT;
SAID POINT BEING S 54 DEG. 16 MIN. 41 SEC. W A DISTANCE OF  244.32 FEET
FROM P.R.M. 72-81-A19.

THENCE S 04 DEG. 54 MIN. 47 SEC. E A DISTANCE OF  1046.23 FEET TO A POINT;
THENCE S 04 DEG. 57 MIN. 14 SEC. E A DISTANCE OF   888.20 FEET TO A POINT;
SAID POINT BEING N 87 DEG. 58 MIN. 28 SEC. W A DISTANCE OF  228.12 FEET
FROM P.R.M. 72-81-A20.

THENCE S 05 DEG. 06 MIN. 58 SEC. E A DISTANCE OF   949.50 FEET TO A POINT;
THENCE S 05 DEG. 04 MIN. 04 SEC. E A DISTANCE OF   934.80 FEET TO A POINT;
THENCE S 06 DEG. 12 MIN. 17 SEC. E A DISTANCE OF  1058.52 FEET TO A POINT;
SAID POINT BEING N 38 DEG. 52 MIN. 22 SEC. W A DISTANCE OF  335.48 FEET
FROM P.R.M. 72-81-A21.

THENCE S 06 DEG. 26 MIN. 53 SEC. E A DISTANCE OF   934.06 FEET TO A POINT;
SAID POINT BEING S 30 DEG. 01 MIN. 25 SEC. E A DISTANCE OF  681.87 FEET
FROM P.R.M. 72-81-A22.

THENCE S 06 DEG. 05 MIN. 17 SEC. E A DISTANCE OF   913.87 FEET TO A POINT;
THENCE S 07 DEG. 05 MIN. 35 SEC. E A DISTANCE OF   941.41 FEET TO A POINT;
SAID POINT BEING N 32 DEG. 36 MIN. 18 SEC. E A DISTANCE OF  368.56 FEET
FROM P.R.M. 72-81-A23.

THENCE S 07 DEG. 14 MIN. 26 SEC. E A DISTANCE OF   933.21 FEET TO A POINT;
THENCE S 06 DEG. 55 MIN. 36 SEC. E A DISTANCE OF   884.38 FEET TO A POINT;
THENCE S 08 DEG. 00 MIN. 11 SEC. E A DISTANCE OF   991.25 FEET TO A POINT;
THENCE S 07 DEG. 09 MIN. 18 SEC. E A DISTANCE OF   932.27 FEET TO A POINT;
SAID POINT BEING S 80 DEG. 58 MIN. 33 SEC. E A DISTANCE OF  296.54 FEET
FROM P.R.M. 72-81-A24.

THENCE S 07 DEG. 12 MIN. 07 SEC. E A DISTANCE OF   917.59 FEET TO A POINT;
SAID POINT BEING N 63 DEG. 48 MIN. 50 SEC. E A DISTANCE OF  129.18 FEET
FROM P.R.M. 72-81-A25.

THENCE S 08 DEG. 25 MIN. 11 SEC. E A DISTANCE OF  1087.65 FEET TO A POINT;
THENCE S 08 DEG. 29 MIN. 35 SEC. E A DISTANCE OF   868.17 FEET TO A POINT;
SAID POINT BEING N 06 DEG. 05 MIN. 28 SEC. E A DISTANCE OF  418.66 FEET
FROM P.R.M. 72-81-A26.

THENCE S 08 DEG. 32 MIN. 55 SEC. E A DISTANCE OF  1018.89 FEET TO A POINT;
THENCE S 08 DEG. 19 MIN. 13 SEC. E A DISTANCE OF   895.06 FEET TO A POINT;
THENCE S 10 DEG. 28 MIN. 06 SEC. E A DISTANCE OF   980.62 FEET TO A POINT;
SAID POINT BEING N 04 DEG. 24 MIN. 50 SEC. W A DISTANCE OF  505.63 FEET
FROM P.R.M. 72-81-A27.

THENCE S 10 DEG. 20 MIN. 44 SEC. E A DISTANCE OF   988.40 FEET TO A POINT;
THENCE S 10 DEG. 07 MIN. 43 SEC. E A DISTANCE OF   990.01 FEET TO A POINT;
THENCE S 09 DEG. 19 MIN. 17 SEC. E A DISTANCE OF   957.83 FEET TO A POINT;
SAID POINT BEING S 66 DEG. 38 MIN. 53 SEC. E A DISTANCE OF  107.68 FEET
FROM P.R.M. 72-81-A28.

THENCE S 09 DEG. 33 MIN. 54 SEC. E A DISTANCE OF  1049.53 FEET TO A POINT;
THENCE S 09 DEG. 11 MIN. 09 SEC. E A DISTANCE OF  1025.77 FEET TO A POINT;
SAID POINT BEING N 49 DEG. 26 MIN. 50 SEC. E A DISTANCE OF   45.05 FEET
FROM P.R.M. 72-81-A29.

THENCE S 10 DEG. 37 MIN. 32 SEC. E A DISTANCE OF   924.89 FEET TO A POINT;
THENCE S 10 DEG. 44 MIN. 10 SEC. E A DISTANCE OF   970.66 FEET TO A POINT;
SAID POINT BEING S 26 DEG. 37 MIN. 52 SEC. E A DISTANCE OF  232.43 FEET
FROM P.R.M. 72-81-A30.

THENCE S 10 DEG. 23 MIN. 26 SEC. E A DISTANCE OF  1007.66 FEET TO A POINT;
SAID POINT BEING S 42 DEG. 11 MIN. 34 SEC. E A DISTANCE OF  391.49 FEET
FROM P.R.M. 72-81-A31.

THENCE S 11 DEG. 48 MIN. 18 SEC. E A DISTANCE OF   911.28 FEET TO A POINT;
THENCE S 11 DEG. 46 MIN. 04 SEC. E A DISTANCE OF   972.09 FEET TO A POINT;
SAID POINT BEING S 41 DEG. 25 MIN. 11 SEC. E A DISTANCE OF  357.60 FEET
FROM P.R.M. 72-81-A32.

THENCE S 11 DEG. 04 MIN. 06 SEC. E A DISTANCE OF  1057.09 FEET TO A POINT;
SAID POINT BEING N 89 DEG. 58 MIN. 01 SEC. E A DISTANCE OF  240.26 FEET
FROM P.R.M. 72-81-A33.

THENCE S 10 DEG. 55 MIN. 34 SEC. E A DISTANCE OF   919.70 FEET TO A POINT;
THENCE S 11 DEG. 25 MIN. 47 SEC. E A DISTANCE OF   850.07 FEET TO A POINT;
THENCE S 12 DEG. 38 MIN. 46 SEC. E A DISTANCE OF  1028.71 FEET TO A POINT;
SAID POINT BEING N 05 DEG. 18 MIN. 57 SEC. W A DISTANCE OF 1263.89 FEET
FROM P.R.M. 78-79-A09.

THENCE S 12 DEG. 31 MIN. 15 SEC. E TO THE POINT OF INTERSECTION WITH THE
DUVAL-SAINT JOHNS COUNTY LINE.  SAID POINT BEING THE SOUTHERN TERMINUS OF
COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY.


I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES,
IN DUVAL COUNTY, FLORIDA, LYING ALONG THE ATLANTIC COAST OF SAID COUNTY,
WAS APPROVED BY THE HEAD OF THE FLORIDA DEPARTMENT OF NATURAL RESOURCES
AT ITS REGULAR MEETING ON THE 21st OF JULY, 1992.

                                            ( VIRGINIA B. WETHERELL )
                                          _____________________________
                                             EXECUTIVE DIRECTOR

ATTEST:
  ( HAROLD N. BEAN )
_______________________________________
BUREAU CHIEF, COASTAL DATA ACQUISITION


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.


    ( CECIL MARTIN )
___________________________
CERTIFIED

CECIL MARTIN
REGISTERED LAND SURVEYOR, NO. 3224
STATE OF FLORIDA

THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN DUVAL 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
  ______________            __________     ___________       ___________
  PALM 1932 1979            2135424.84     379678.81          G-1788
  BRADDOCK ECC 1932         2238763.09     352390.54          G-1892



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



 STATION                          Y             X
___________                 ___________    ___________
72-81-A01-2 1989            2235327.492    369555.001
72-81-A02-2 1989            2233753.503    370246.288
72-81-A03                   2230457.728    370307.248
72-81-A04                   2227363.282    370023.209
72-81-A05                   2223950.399    370044.622
72-81-A06                   2220968.173    370280.377
72-81-A07-2 1989            2216642.028    371086.747
72-81-A08                   2211033.405    371461.481
72-81-A09-2 1989            2207718.569    372223.882
72-81-A12                   2198536.804    373955.942
72-81-A13                   2195436.574    373877.370
72-81-A14                   2193260.939    373868.793
72-81-A15                   2191120.314    373903.995
72-81-A16                   2188085.986    373890.317
72-81-A17                   2186046.194    373902.056
72-81-A18                   2183562.374    374065.188
72-81-A19                   2183631.498    374888.078
72-81-A20                   2181553.517    375084.004
72-81-A21                   2178371.217    375348.223
72-81-A22                   2178294.628    374901.400
72-81-A23                   2175550.863    375257.152
72-81-A24                   2172197.548    375641.274
72-81-A25                   2171183.681    375933.263
72-81-A26                   2168889.816    376292.236
72-81-A27                   2165944.476    376834.720
72-81-A28                   2163599.202    377203.684
72-81-A29                   2161479.672    377606.467
72-81-A30                   2159854.032    377887.870
72-81-A31                   2158945.169    377910.860
72-81-A32                   2157079.617    378321.897
72-81-A33                   2155773.894    378521.155
78-79-A09                   2151775.580    379446.504

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 THE
DEPARTMENT OF TRANSPORTATION, STATE OF FLORIDA, BASED ON NATIONAL
GEODETIC SURVEY (N.G.S.) SECOND OR HIGHER ORDER ACCURACY.

THIS IS A SURVEY OF THE COASTAL CONSTRUCTION CONTROL LINE IN DUVAL
COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC OFFICE, FLORIDA DEPARTMENT
OF TRANSPORTATION, COMPLETED IN JULY, 1989.



CERTIFIED


      ( CECIL MARTIN )
__________________________________
CECIL MARTIN
REGISTERED LAND SURVEYOR, NO. 3224
STATE OF FLORIDA