THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR FLAGLER 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 4/14/88 IN CCCL BOOK
#28, PAGES 5-12, IN THE PUBLIC
RECORDS OF FLAGLER COUNTY, FLORIDA.




                        METES AND BOUNDS DESCRIPTION
                                  FOR THE
                     COASTAL CONSTRUCTION CONTROL LINE
                          FLAGLER 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 ST. JOHNS-FLAGLER COUNTY
LINE SOUTHERLY TO ITS TERMINUS AT THE FLAGLER-VOLUSIA COUNTY LINE.

SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF "PERMANENT
REFERENCE MONUMENTS" (P.R.M.) DESIGINATED AND HEREINAFTER REFERRED TO AS
"73-77-A01 THROUGH 73-77-A05", "73-86-A06-2 THROUGH 73-86-A07-2", "73-77-A08
THROUGH 73-77-A20", "73-86-A21-2 THROUGH 73-86-A25-2", "73-77-A27 THROUGH
73-77-A29".  FOR MONUMENTS ESTABLISHED BY THE DEPARTMENT OF NATURAL RESOURCES,
STATE OF FLORIDA, OR REFERRED TO BY STATION NAME FOR MONUMENTS ESTABLISHED BY
NATIONAL GEODETIC SURVEY (N.G.S.), SAID PERMANENT REFERENCE MONUMENTS ARE
ESTABLISHED ON THE EAST ZONE OF THE STATE OF FLORIDA PLANE COORDINATE SYSTEM.
ALL STATIONS IN THIS DESCRIPTION ARE BASED ON NORTH AMERICAN 1927 DATUM.

THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY POLARIS OBSERVATIONS
MADE AT N.G.S. STATION SMITH 1934, N.G.S. STATION CANAL 1934, P.R.M. 73-77-
A09 AND P.R.M. 73-77-A31.


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


COMMENCE AT P.R.M. 73-77-A29, THENCE N 17 DEG. 11 MIN. 01 SEC. W A DISTANCE
OF 697.61 FEET TO THE POINT OF BEGINNING; THENCE N 22 DEG. 48 MIN. 39 SEC. W
TO THE POINT OF INTERSECTION WITH FLAGLER-ST. JOHNS COUNTY LINE, SAID POINT
BEING THE NORTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
FLAGLER COUNTY; THENCE RETURNING ALONG THE SAME COURSE TO THE POINT OF
BEGINNING.

THENCE S 22 DEG. 48 MIN. 39 SEC. E A DISTANCE OF  983.58 FEET TO A POINT,
SAID POINT BEING S 36 DEG. 06 MIN. 50 SEC. E A DISTANCE OF  297.30 FEET
FROM P.R.M. 73-77-A29.

THENCE S 20 DEG. 11 MIN. 58 SEC. E A DISTANCE OF 1251.40 FEET TO A POINT,
THENCE S 20 DEG. 49 MIN. 15 SEC. E A DISTANCE OF  759.83 FEET TO A POINT,
THENCE S 20 DEG. 31 MIN. 20 SEC. E A DISTANCE OF  945.85 FEET TO A POINT,
THENCE S 20 DEG. 27 MIN. 44 SEC. E A DISTANCE OF 1005.20 FEET TO A POINT,
SAID POINT BEING N 18 DEG. 05 MIN. 20 SEC. E A DISTANCE OF  231.96 FEET
FROM P.R.M. 73-77-A28 1986.

THENCE S 19 DEG. 23 MIN. 08 SEC. E A DISTANCE OF  964.80 FEET TO A POINT,
THENCE S 19 DEG. 28 MIN. 21 SEC. E A DISTANCE OF  917.76 FEET TO A POINT,
THENCE S 19 DEG. 51 MIN. 34 SEC. E A DISTANCE OF 1086.71 FEET TO A POINT,
THENCE S 19 DEG. 52 MIN. 01 SEC. E A DISTANCE OF  991.51 FEET TO A POINT,
THENCE S 20 DEG. 08 MIN. 32 SEC. E A DISTANCE OF  930.65 FEET TO A POINT,
SAID POINT BEING N 84 DEG. 23 MIN. 49 SEC. E A DISTANCE OF  114.82 FEET
FROM P.R.M. 73-77-A27.

THENCE S 20 DEG. 02 MIN. 33 SEC. E A DISTANCE OF  976.61 FEET TO A POINT,
THENCE S 19 DEG. 35 MIN. 19 SEC. E A DISTANCE OF  898.36 FEET TO A POINT,
SAID POINT BEING N 50 DEG. 47 MIN. 33 SEC. W A DISTANCE OF  283.63 FEET
FROM N.G.S. ROCK 1934.

THENCE S 19 DEG. 26 MIN. 21 SEC. E A DISTANCE OF  929.66 FEET TO A POINT,
THENCE S 19 DEG. 38 MIN. 23 SEC. E A DISTANCE OF 1078.03 FEET TO A POINT,
THENCE S 18 DEG. 29 MIN. 55 SEC. E A DISTANCE OF  865.61 FEET TO A POINT,
THENCE S 19 DEG. 42 MIN. 53 SEC. E A DISTANCE OF  989.47 FEET TO A POINT,
THENCE S 22 DEG. 12 MIN. 48 SEC. E A DISTANCE OF  944.97 FEET TO A POINT,
THENCE S 22 DEG. 18 MIN. 19 SEC. E A DISTANCE OF 1004.11 FEET TO A POINT,
THENCE S 20 DEG. 59 MIN. 42 SEC. E A DISTANCE OF  948.39 FEET TO A POINT,
SAID POINT BEING S 03 DEG. 10 MIN. 14 SEC. E A DISTANCE OF  166.95 FEET
FROM P.R.M. 73-86-A25-2.

THENCE S 22 DEG. 01 MIN. 56 SEC. E A DISTANCE OF 1094.36 FEET TO A POINT,
THENCE S 22 DEG. 20 MIN. 59 SEC. E A DISTANCE OF 1129.37 FEET TO A POINT,
SAID POINT BEING N 29 DEG. 22 MIN. 46 SEC. W A DISTANCE OF  397.03 FEET
FROM P.R.M. 73-86-A24-2.

THENCE S 20 DEG. 18 MIN. 39 SEC. E A DISTANCE OF  815.58 FEET TO A POINT,
THENCE S 20 DEG. 17 MIN. 47 SEC. E A DISTANCE OF  983.95 FEET TO A POINT,
THENCE S 19 DEG. 32 MIN. 31 SEC. E A DISTANCE OF 1239.99 FEET TO A POINT,
THENCE S 19 DEG. 47 MIN. 03 SEC. E A DISTANCE OF  874.11 FEET TO A POINT,
THENCE S 19 DEG. 32 MIN. 42 SEC. E A DISTANCE OF  836.44 FEET TO A POINT,
SAID POINT BEING S 59 DEG. 59 MIN. 47 SEC. W A DISTANCE OF   41.82 FEET
FROM P.R.M. 73-86-A23-2.

THENCE S 18 DEG. 27 MIN. 01 SEC. E A DISTANCE OF  878.59 FEET TO A POINT,
THENCE S 19 DEG. 57 MIN. 58 SEC. E A DISTANCE OF  908.62 FEET TO A POINT,
THENCE S 19 DEG. 56 MIN. 27 SEC. E A DISTANCE OF 1228.74 FEET TO A POINT,
THENCE S 17 DEG. 08 MIN. 58 SEC. E A DISTANCE OF  816.49 FEET TO A POINT,
THENCE S 18 DEG. 47 MIN. 22 SEC. E A DISTANCE OF  997.66 FEET TO A POINT,
SAID POINT BEING S 17 DEG. 43 MIN. 14 SEC. E A DISTANCE OF  213.62 FEET
FROM P.R.M. 73-86-A22-2.

THENCE S 20 DEG. 09 MIN. 22 SEC. E A DISTANCE OF  997.48 FEET TO A POINT,
THENCE S 20 DEG. 09 MIN. 01 SEC. E A DISTANCE OF  796.34 FEET TO A POINT,
THENCE S 22 DEG. 10 MIN. 55 SEC. E A DISTANCE OF 1247.88 FEET TO A POINT,
SAID POINT BEING N 57 DEG. 27 MIN. 00 SEC. W A DISTANCE OF  148.21 FEET
FROM P.R.M. 73-86-A21-2.

THENCE S 22 DEG. 13 MIN. 03 SEC. E A DISTANCE OF  936.02 FEET TO A POINT,
THENCE S 19 DEG. 44 MIN. 18 SEC. E A DISTANCE OF  964.88 FEET TO A POINT,
THENCE S 19 DEG. 45 MIN. 52 SEC. E A DISTANCE OF  947.31 FEET TO A POINT,
SAID POINT BEING S 00 DEG. 35 MIN. 19 SEC. W A DISTANCE OF  444.71 FEET
FROM P.R.M. 73-77-A20.

THENCE S 22 DEG. 16 MIN. 52 SEC. E A DISTANCE OF  885.57 FEET TO A POINT,
THENCE S 19 DEG. 54 MIN. 19 SEC. E A DISTANCE OF 1023.03 FEET TO A POINT,
THENCE S 18 DEG. 57 MIN. 00 SEC. E A DISTANCE OF  912.02 FEET TO A POINT,
THENCE S 20 DEG. 45 MIN. 29 SEC. E A DISTANCE OF 1009.81 FEET TO A POINT,
THENCE S 21 DEG. 54 MIN. 29 SEC. E A DISTANCE OF  917.70 FEET TO A POINT,
THENCE S 21 DEG. 15 MIN. 21 SEC. E A DISTANCE OF 1048.61 FEET TO A POINT,
SAID POINT BEING S 28 DEG. 48 MIN. 59 SEC. W A DISTANCE OF  174.59 FEET
FROM P.R.M. 73-77-A19.

THENCE S 21 DEG. 15 MIN. 22 SEC. E A DISTANCE OF  915.50 FEET TO A POINT,
SAID POINT BEING S 27 DEG. 44 MIN. 04 SEC. E A DISTANCE OF  482.94 FEET
FROM N.G.S. CANAL 1934.

THENCE S 22 DEG. 11 MIN. 36 SEC. E A DISTANCE OF 1102.86 FEET TO A POINT,
SAID POINT BEING N 13 DEG. 13 MIN. 05 SEC. W A DISTANCE OF  573.32 FEET
FROM P.R.M. 73-77-A18.

THENCE S 22 DEG. 28 MIN. 12 SEC. E A DISTANCE OF  992.17 FEET TO A POINT,
THENCE S 22 DEG. 12 MIN. 35 SEC. E A DISTANCE OF  965.05 FEET TO A POINT,
THENCE S 22 DEG. 05 MIN. 38 SEC. E A DISTANCE OF  944.54 FEET TO A POINT,
THENCE S 22 DEG. 22 MIN. 13 SEC. E A DISTANCE OF 1003.29 FEET TO A POINT,
THENCE S 22 DEG. 30 MIN. 37 SEC. E A DISTANCE OF  917.71 FEET TO A POINT,
SAID POINT BEING S 15 DEG. 25 MIN. 09 SEC. W A DISTANCE OF   86.42 FEET
FROM P.R.M. 73-77-A17 1986.

THENCE S 24 DEG. 03 MIN. 00 SEC. E A DISTANCE OF  890.17 FEET TO A POINT,
THENCE S 23 DEG. 49 MIN. 22 SEC. E A DISTANCE OF  450.75 FEET TO A POINT,
THENCE S 23 DEG. 22 MIN. 16 SEC. E A DISTANCE OF  803.56 FEET TO A POINT,
THENCE S 24 DEG. 28 MIN. 28 SEC. E A DISTANCE OF 1028.86 FEET TO A POINT,
SAID POINT BEING N 24 DEG. 46 MIN. 31 SEC. W A DISTANCE OF  294.55 FEET
FROM P.R.M. 73-77-A16 1986.

THENCE S 24 DEG. 16 MIN. 57 SEC. E A DISTANCE OF  859.88 FEET TO A POINT,
THENCE S 24 DEG. 04 MIN. 02 SEC. E A DISTANCE OF  725.91 FEET TO A POINT,
THENCE S 22 DEG. 04 MIN. 42 SEC. E A DISTANCE OF 1093.92 FEET TO A POINT,
THENCE S 22 DEG. 11 MIN. 33 SEC. E A DISTANCE OF 1100.04 FEET TO A POINT,
SAID POINT BEING S 01 DEG. 39 MIN. 02 SEC. W A DISTANCE OF   93.18 FEET
FROM P.R.M. 73-77-A15.

THENCE S 22 DEG. 43 MIN. 40 SEC. E A DISTANCE OF  784.01 FEET TO A POINT,
SAID POINT BEING N 34 DEG. 23 MIN. 55 SEC. W A DISTANCE OF  533.51 FEET
FROM N.G.S. WEAVER 1934.

THENCE S 22 DEG. 48 MIN. 09 SEC. E A DISTANCE OF  924.67 FEET TO A POINT,
SAID POINT BEING N 26 DEG. 21 MIN. 52 SEC. W A DISTANCE OF  186.22 FEET
FROM P.R.M. 73-77-A14.

THENCE S 22 DEG. 48 MIN. 23 SEC. E A DISTANCE OF  994.25 FEET TO A POINT,
THENCE S 24 DEG. 57 MIN. 46 SEC. E A DISTANCE OF  995.76 FEET TO A POINT,
SAID POINT BEING N 23 DEG. 36 MIN. 50 SEC. W A DISTANCE OF  323.58 FEET
FROM P.R.M. 73-77-A13.

THENCE S 24 DEG. 51 MIN. 17 SEC. E A DISTANCE OF  883.20 FEET TO A POINT,
THENCE S 23 DEG. 35 MIN. 52 SEC. E A DISTANCE OF 1002.49 FEET TO A POINT,
SAID POINT BEING S 88 DEG. 55 MIN. 44 SEC. W A DISTANCE OF  106.13 FEET
FROM P.R.M. 73-77-A12.

THENCE S 23 DEG. 32 MIN. 22 SEC. E A DISTANCE OF  938.49 FEET TO A POINT,
THENCE S 23 DEG. 46 MIN. 49 SEC. E A DISTANCE OF  917.14 FEET TO A POINT,
SAID POINT BEING N 40 DEG. 27 MIN. 09 SEC. W A DISTANCE OF  649.85 FEET
FROM P.R.M. 73-77-A11.

THENCE S 23 DEG. 33 MIN. 36 SEC. E A DISTANCE OF 1054.05 FEET TO A POINT,
THENCE S 22 DEG. 56 MIN. 30 SEC. E A DISTANCE OF  880.74 FEET TO A POINT,
THENCE S 23 DEG. 29 MIN. 26 SEC. E A DISTANCE OF 1065.24 FEET TO A POINT,
THENCE S 25 DEG. 54 MIN. 18 SEC. E A DISTANCE OF  965.29 FEET TO A POINT,
SAID POINT BEING N 51 DEG. 31 MIN. 35 SEC. W A DISTANCE OF  265.42 FEET
FROM P.R.M. 73-77-A10.

THENCE S 22 DEG. 48 MIN. 48 SEC. E A DISTANCE OF  940.42 FEET TO A POINT,
THENCE S 22 DEG. 46 MIN. 20 SEC. E A DISTANCE OF  953.32 FEET TO A POINT,
THENCE S 23 DEG. 12 MIN. 52 SEC. E A DISTANCE OF  947.58 FEET TO A POINT,
SAID POINT BEING N 12 DEG. 13 MIN. 57 SEC. W A DISTANCE OF  826.77 FEET
FROM N.G.S. FLAGLER 1934.

THENCE S 23 DEG. 07 MIN. 36 SEC. E A DISTANCE OF  945.91 FEET TO A POINT,
SAID POINT BEING N 43 DEG. 32 MIN. 40 SEC. W A DISTANCE OF  189.05 FEET
FROM P.R.M. 73-77-A09.

THENCE S 22 DEG. 53 MIN. 30 SEC. E A DISTANCE OF  966.16 FEET TO A POINT,
THENCE S 22 DEG. 49 MIN. 21 SEC. E A DISTANCE OF  968.39 FEET TO A POINT,
THENCE S 23 DEG. 00 MIN. 47 SEC. E A DISTANCE OF  970.41 FEET TO A POINT,
SAID POINT BEING N 40 DEG. 14 MIN. 12 SEC. W A DISTANCE OF  446.91 FEET
FROM P.R.M. 73-77-A08.

THENCE S 24 DEG. 09 MIN. 54 SEC. E A DISTANCE OF  959.83 FEET TO A POINT,
THENCE S 22 DEG. 26 MIN. 05 SEC. E A DISTANCE OF  943.75 FEET TO A POINT,
THENCE S 21 DEG. 44 MIN. 54 SEC. E A DISTANCE OF  947.55 FEET TO A POINT,
THENCE S 21 DEG. 36 MIN. 58 SEC. E A DISTANCE OF 1004.73 FEET TO A POINT,
SAID POINT BEING N 34 DEG. 49 MIN. 20 SEC. W A DISTANCE OF  552.43 FEET
FROM P.R.M. 73-86-A07-2.

THENCE S 22 DEG. 30 MIN. 19 SEC. E A DISTANCE OF  903.52 FEET TO A POINT,
THENCE S 22 DEG. 43 MIN. 59 SEC. E A DISTANCE OF 1048.87 FEET TO A POINT,
THENCE S 22 DEG. 29 MIN. 05 SEC. E A DISTANCE OF  731.26 FEET TO A POINT,
THENCE S 22 DEG. 40 MIN. 02 SEC. E A DISTANCE OF  962.72 FEET TO A POINT,
THENCE S 22 DEG. 41 MIN. 51 SEC. E A DISTANCE OF  946.58 FEET TO A POINT,
SAID POINT BEING S 08 DEG. 47 MIN. 42 SEC. E A DISTANCE OF  444.32 FEET
FROM P.R.M. 73-86-A06-2.

THENCE S 21 DEG. 47 MIN. 05 SEC. E A DISTANCE OF  885.38 FEET TO A POINT,
THENCE S 21 DEG. 48 MIN. 43 SEC. E A DISTANCE OF  810.62 FEET TO A POINT,
THENCE S 21 DEG. 47 MIN. 42 SEC. E A DISTANCE OF  953.06 FEET TO A POINT,
THENCE S 20 DEG. 44 MIN. 15 SEC. E A DISTANCE OF  930.21 FEET TO A POINT,
SAID POINT BEING S 06 DEG. 51 MIN. 46 SEC. E A DISTANCE OF  537.66 FEET
FROM P.R.M. 73-77-A05.

THENCE S 21 DEG. 01 MIN. 11 SEC. E A DISTANCE OF  948.72 FEET TO A POINT,
THENCE S 21 DEG. 50 MIN. 22 SEC. E A DISTANCE OF  955.70 FEET TO A POINT,
THENCE S 21 DEG. 05 MIN. 06 SEC. E A DISTANCE OF  948.48 FEET TO A POINT,
SAID POINT BEING N 59 DEG. 13 MIN. 44 SEC. W A DISTANCE OF  233.56 FEET
FROM P.R.M. 73-77-A04.

THENCE S 21 DEG. 05 MIN. 45 SEC. E A DISTANCE OF  942.38 FEET TO A POINT,
SAID POINT BEING N 06 DEG. 57 MIN. 14 SEC. W A DISTANCE OF  498.30 FEET
FROM P.R.M. 73-77-A03.

THENCE S 20 DEG. 59 MIN. 34 SEC. E A DISTANCE OF  860.02 FEET TO A POINT,
THENCE S 20 DEG. 55 MIN. 06 SEC. E A DISTANCE OF  969.37 FEET TO A POINT,
SAID POINT BEING N 58 DEG. 27 MIN. 58 SEC. E A DISTANCE OF   96.31 FEET
FROM P.R.M. 73-77-A02.

THENCE S 20 DEG. 51 MIN. 06 SEC. E A DISTANCE OF  976.94 FEET TO A POINT,
SAID POINT BEING N 60 DEG. 34 MIN. 27 SEC. W A DISTANCE OF  263.25 FEET
FROM P.R.M. 73-77-A01.

THENCE S 21 DEG. 54 MIN. 19 SEC. E A DISTANCE OF  949.66 FEET TO A POINT,
THENCE S 21 DEG. 41 MIN. 56 SEC. E A DISTANCE OF  951.08 FEET TO A POINT,
SAID POINT BEING N 25 DEG. 41 MIN. 00 SEC. W A DISTANCE OF 1324.52 FEET
FROM N.G.S. SMITH 1934.

THENCE S 21 DEG. 41 MIN. 56 SEC. E TO THE POINT OF INTERSECTION WITH
FLAGLER-VOLUSIA COUNTY LINE, SAID POINT BEING THE SOUTHERLY TERMINUS OF
THE COASTAL CONSTRUCTION CONTROL LINE FOR FLAGLER COUNTY.

I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
SECTION 161.053, FLORIDA STATUTES IN FLAGLER COUNTY,
FLORIDA, LYING ALONG THE ATLANTIC OCEAN OF SAID COUNTY,
WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF FLORIDA
DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR MEETING
ON THE 12th OF APRIL, 1988.

                          ( TOM TOMASELLO for )
                          _______________________________
                          EXECUTIVE DIRECTOR

ATTEST:

( HAROLD N. BEAN )
_____________________________________
CHIEF BUREAU 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.


( CLIFTON B. MC GHIN )
___________________________
CERTIFIED
1/7/88
CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA


THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN FLAGLER 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
_______________           _____________     ___________     _______

SMITH 1934                1,851,112.030     467,357.010     G-3040
FLAGLER 1934              1,874,097.670     457,817.290     G-3038
WEAVER 1934 1978          1,886,796.070     452,544.290     G-3040
CANAL 1934                1,900,247.240     446,700.030     G-3038
ROCK 1934                 1,928,843.150     436,279.990     G-3038

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

    STATION                     Y                X
_______________           _____________     ___________

73-77-A01                 1,853,941.129     466,306.326
73-77-A02                 1,854,933.045     465,647.215
73-77-A03                 1,856,197.199     465,135.421
73-77-A04                 1,857,451.564     464,936.579
73-77-A05                 1,860,762.527     463,634.619
73-86-A06-2               1,863,997.429     462,317.920
73-86-A07-2               1,867,344.237     460,934.219
73-77-A08                 1,871,018.803     459,433.132
73-77-A09                 1,873,898.747     458,143.885
73-77-A10                 1,877,357.266     456,742.789
73-77-A11                 1,880,650.415     455,345.680
73-77-A12                 1,882,846.565     454,285.526
73-77-A13                 1,884,268.152     453,536.492
73-77-A14                 1,886,217.043     452,683.944
73-77-A15                 1,888,052.568     451,942.664
73-77-A16 1986            1,891,170.856     450,587.083
73-77-A17 1986            1,894,420.886     449,196.788
73-77-A18                 1,898,240.487     447,472.462
73-77-A19                 1,900,825.965     446,677.031
73-77-A20                 1,906,534.616     444,536.728
73-86-A21-2               1,908,676.393     443,656.956
73-86-A22-2               1,911,799.138     442,377.829
73-86-A23-2               1,916,183.749     440,909.601
73-86-A24-2               1,920,283.917     439,453.284
73-86-A25-2               1,922,855.555     438,409.292
73-77-A27                 1,930,775.062     435,310.065
73-77-A28 1986            1,935,169.458     433,699.543
73-77-A29                 1,939,342.372     432,211.171


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 ACCURACY.

THIS IS A SURVEY OF THE COASTAL CONSTRUCTION CONTROL LINE IN
FLAGLER COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU,
FLORIDA DEPARTMENT OF TRANSPORTATION, COMPLETED IN DECEMBER 1986.


CERTIFIED


( CLIFTON B. MC GHIN )
________________________
CLIFTON B. MC GHIN    ( 1-7-1988 )
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA