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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR MANATEE 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
FOR THISRDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT.
COUNTY.


RECORDED AUGUST 6, 1987, IN
"RECORD PLAT BOOK #10, PAGES
1-7", IN THE PUBLIC RECORDS
OF MANATEE COUNTY, FLORIDA.


                      METES AND BOUNDS DESCRIPTION
                                FOR THE
                    COATAL CONSTRUCTION CONTROL LINE
                        MANATEE 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 GULF OF MEXICO FROM THE NORTHEAST END OF
ANNA MARIA KEY SOUTHEASTERLY TO THE SOUTHEAST END OF ANNA MARIA KEY.
THENCE RECOMMENCING AT THE NORTHWEST END OF LONGBOAT KEY EXTENDING
SOUTHEASTERLY TO ITS TERMINUS AT THE MANATEE-SARASOTA 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 "13-85-A01 THROUGH 13-85-A21", "13-84-B01, LONGBOAT,
THROUGH 13-84-B13", AND "17-84-A01".  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.) OR BY THE U. S. CORPS OF ENGINEERS (U.S.C.E.), SAID PERMANENT
REFERENCE MONUMENTS ARE ESTABLISHED ON THE WEST ZONE OF THE STATE OF
FLORIDA PLANE COORDINATE SYSTEM, WHICH IS BASED ON NATIONAL GEODETIC
SURVEY 1974 ADJUSTMENT OF STATIONS PALM 3 1924 AND MARIA 1934.  STATIONS
EGMONT KEY LIGHTHOUSE AND ROCKS 2 1935 ARE ON NATIONAL GEODETIC SURVEY
(N.G.S.) 1979 ADJUSTMENT. ALL STATIONS IN THIS DESCRIPTION ARE BASED ON
NORTH AMERICAN 1927 DATUM.

THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY UTILIZING THE
GRID BEARING ESTABLISHED BY NATIONAL GEODETIC SURVEY (N.G.S.) BETWEEN
EGMONT KEY LIGHTHOUSE AND PALM 3 1924.  ALSO POLARIS OBSERVATIONS WERE
MADE AT 13-84-B01 AND 17-84-A01.  ALL SAID BEARINGS IN THIS DESCRIPTION
ARE GRID BEARINGS.


                      METES AND BOUNDS DESCRIPTION
                                FOR THE
                   COASTAL CONSTRUCTION CONTROL LINE
                           FOR ANNA MARIA KEY
                        MANATEE COUNTY, FLORIDA


COMMENCE AT P.R.M. 13-85-A01, THENCE N 58 DEG. 00 MIN. 45 SEC. W A
DISTANCE OF 821.84 FEET TO THE POINT OF BEGINNING; THENCE S 87 DEG. 24
MIN. 58 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER
LINE OF PASSAGE KEY INLET AT THE NORTHEAST END OF ANNA MARIA KEY; SAID
POINT BEING THE NORTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL
LINE FOR MANATEE COUNTY.  THENCE RETURN ALONG THE SAME COURSE TO THE
POINT OF BEGINNING.

THENCE N 87 DEG. 24 MIN. 58 SEC. W A DISTANCE OF  253.28 FEET TO A POINT;
SAID POINT BEING S 51 DEG. 59 MIN. 41 SEC. E A DISTANCE OF  209.95 FEET
FROM P.R.M. 13-85-A02.

THENCE S 34 DEG. 29 MIN. 56 SEC. W A DISTANCE OF  390.82 FEET TO A POINT;
SAID POINT BEING N 04 DEG. 08 MIN. 51 SEC. W A DISTANCE OF  452.07 FEET
FROM P.R.M. 13-85-A03.

THENCE S 18 DEG. 00 MIN. 24 SEC. E A DISTANCE OF 1001.15 FEET TO A POINT,
THENCE S 27 DEG. 55 MIN. 34 SEC. E A DISTANCE OF  830.18 FEET TO A POINT,
SAID POINT BEING N 82 DEG. 42 MIN. 50 SEC. E A DISTANCE OF  172.73 FEET
FROM P.R.M. 13-85-A04.

THENCE S 35 DEG. 40 MIN. 28 SEC. E A DISTANCE OF  842.85 FEET TO A POINT,
SAID POINT BEING S 23 DEG. 02 MIN. 42 SEC. E A DISTANCE OF  216.12 FEET
FROM P.R.M. 13-85-A05.

THENCE S 34 DEG. 05 MIN. 04 SEC. E A DISTANCE OF 1227.68 FEET TO A POINT,
SAID POINT BEING S 27 DEG. 46 MIN. 05 SEC. E A DISTANCE OF  995.72 FEET
FROM P.R.M. 13-85-A06.

THENCE S 33 DEG. 53 MIN. 26 SEC. E A DISTANCE OF  887.82 FEET TO A POINT,
SAID POINT BEING S 89 DEG. 35 MIN. 06 SEC. W A DISTANCE OF 1253.72 FEET
FROM P.R.M. 13-85-A07.

THENCE S 46 DEG. 23 MIN. 02 SEC. E A DISTANCE OF 1091.92 FEET TO A POINT,
SAID POINT BEING S 30 DEG. 19 MIN. 44 SEC. W A DISTANCE OF  337.32 FEET
FROM P.R.M. 13-85-A08.

THENCE S 46 DEG. 20 MIN. 39 SEC. E A DISTANCE OF  904.46 FEET TO A POINT,
THENCE S 44 DEG. 32 MIN. 54 SEC. E A DISTANCE OF 1097.07 FEET TO A POINT,
SAID POINT BEING S 67 DEG. 35 MIN. 17 SEC. W A DISTANCE OF  729.35 FEET
FROM P.R.M. 13-85-A09.

THENCE S 42 DEG. 15 MIN. 46 SEC. E A DISTANCE OF 1073.48 FEET TO A POINT,
SAID POINT BEING N 67 DEG. 03 MIN. 40 SEC. W A DISTANCE OF  418.06 FEET
FROM P.R.M. 13-85-A10.

THENCE S 41 DEG. 11 MIN. 04 SEC. E A DISTANCE OF 1047.24 FEET TO A POINT,
THENCE S 37 DEG. 44 MIN. 22 SEC. E A DISTANCE OF  986.12 FEET TO A POINT,
THENCE S 34 DEG. 57 MIN. 45 SEC. E A DISTANCE OF 1343.46 FEET TO A POINT,
SAID POINT BEING N 52 DEG. 03 MIN. 08 SEC. W A DISTANCE OF  394.02 FEET
FROM P.R.M. 13-85-A11.

THENCE S 34 DEG. 43 MIN. 23 SEC. E A DISTANCE OF  846.99 FEET TO A POINT,
SAID POINT BEING N 59 DEG. 43 MIN. 00 SEC. E A DISTANCE OF   71.64 FEET
FROM P.R.M. 13-85-A12.

THENCE S 34 DEG. 28 MIN. 48 SEC. E A DISTANCE OF  932.16 FEET TO A POINT,
SAID POINT BEING S 01 DEG. 12 MIN. 43 SEC. E A DISTANCE OF  649.90 FEET
FROM P.R.M. 13-85-A13.

THENCE S 32 DEG. 07 MIN. 03 SEC. E A DISTANCE OF  947.64 FEET TO A POINT,
SAID POINT BEING S 35 DEG. 29 MIN. 34 SEC. E A DISTANCE OF  794.78 FEET
FROM P.R.M. 13-85-A14.

THENCE S 27 DEG. 41 MIN. 27 SEC. E A DISTANCE OF 1048. 94 FEET TO A POINT,
SAID POINT BEING S 16 DEG. 26 MIN. 30 SEC. W A DISTANCE OF 1679.19 FEET
FROM P.R.M. 13-85-A15.

THENCE S 28 DEG. 04 MIN. 59 SEC. E A DISTANCE OF  943.48 FEET TO A POINT,
SAID POINT BEING N 13 DEG. 59 MIN. 15 SEC. W A DISTANCE OF  348.15 FEET
FROM P.R.M. 13-85-A16.

THENCE S 28 DEG. 01 MIN. 52 SEC. E A DISTANCE OF 1144.73 FEET TO A POINT,
SAID POINT BEING S 02 DEG. 04 MIN. 34 SEC. W A DISTANCE OF  216.19 FEET
FROM P.R.M. 13-85-A17.

THENCE S 23 DEG. 18 MIN. 04 SEC. E A DISTANCE OF  963.59 FEET TO A POINT,
SAID POINT BEING S 34 DEG. 30 MIN. 07 SEC. W A DISTANCE OF 1360.69 FEET
FROM P.R.M. 13-85-A18.

THENCE S 22 DEG. 40 MIN. 36 SEC. E A DISTANCE OF  958.20 FEET TO A POINT,
SAID POINT BEING N 75 DEG. 38 MIN. 09 SEC. W A DISTANCE OF  463.29 FEET
FROM P.R.M. 13-85-A19.

THENCE S 23 DEG. 29 MIN. 44 SEC. E A DISTANCE OF 1009.20 FEET TO A POINT,
THENCE S 21 DEG. 30 MIN. 41 SEC. E A DISTANCE OF  968.27 FEET TO A POINT,
SAID POINT BEING N 59 DEG. 05 MIN. 03 SEC. W A DISTANCE OF  186.50 FEET
FROM P.R.M. 13-85-A20.

THENCE S 21 DEG. 46 MIN. 35 SEC. E A DISTANCE OF 1237.07 FEET TO A POINT,
THENCE S 15 DEG. 22 MIN. 30 SEC. E A DISTANCE OF  802.40 FEET TO A POINT,
SAID POINT BEING N 01 DEG. 54 MIN. 36 SEC. W A DISTANCE OF  600.03 FEET
FROM P.R.M. 13-85-A21.

THENCE S 15 DEG. 07 MIN. 24 SEC. E A DISTANCE OF  993.77 FEET TO A POINT,
SAID POINT BEING N 00 DEG. 52 MIN. 36 SEC. W A DISTANCE OF  353.05 FEET
FROM N.G.S. MARIA 1934.

THENCE S 24 DEG. 03 MIN. 38 SEC. E A DISTANCE OF 1413.35 FEET TO A POINT,
SAID POINT BEING S 21 DEG. 47 MIN. 09 SEC. E A DISTANCE OF  950.72 FEET
FROM P.R.M. 13-84-B01.

THENCE S 22 DEG. 31 MIN. 12 SEC. E A DISTANCE OF  919.07 FEET TO A POINT,
THENCE S 16 DEG. 32 MIN. 18 SEC. E A DISTANCE OF 1108.45 FEET TO A POINT,
SAID POINT BEING N 19 DEG. 43 MIN. 42 SEC. E A DISTANCE OF  263.63 FEET
FROM P.R.M. 13-84-B02.

THENCE S 15 DEG. 43 MIN. 46 SEC. E A DISTANCE OF  951.02 FEET TO A POINT,
THENCE S 14 DEG. 50 MIN. 38 SEC. E A DISTANCE OF  954.57 FEET TO A POINT,
THENCE S 16 DEG. 22 MIN. 58 SEC. E A DISTANCE OF  958.63 FEET TO A POINT,
THENCE S 18 DEG. 54 MIN. 16 SEC. E A DISTANCE OF 1000.32 FEET TO A POINT,
SAID POINT BEING N 16 DEG. 25 MIN. 23 SEC. E A DISTANCE OF  383.42 FEET
FROM P.R.M. 13-84-B03.

THENCE S 25 DEG. 57 MIN. 38 SEC. E A DISTANCE OF  927.10 FEET TO A POINT,
THENCE S 35 DEG. 33 MIN. 17 SEC. E A DISTANCE OF 1058.93 FEET TO A POINT,
THENCE S 26 DEG. 57 MIN. 10 SEC. E A DISTANCE OF  914.78 FEET TO A POINT,
SAID POINT BEING S 74 DEG. 59 MIN. 01 SEC. E A DISTANCE OF  316.39 FEET
FROM P.R.M. 13-84-B04.

THENCE S 30 DEG. 09 MIN. 56 SEC. E A DISTANCE OF  926.95 FEET TO A POINT,
THENCE S 25 DEG. 24 MIN. 18 SEC. E A DISTANCE OF  909.86 FEET TO A POINT,
THENCE S 17 DEG. 18 MIN. 21 SEC. E A DISTANCE OF  958.89 FEET TO A POINT,
SAID POINT BEING N 74 DEG. 33 MIN. 24 SEC. E A DISTANCE OF  112.83 FEET
FROM P.R.M. 13-84-B05.

THENCE S 17 DEG. 18 MIN. 23 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER OF THE NORTH SIDE OF LONGBOAT PASS, SAID POINT BEING THE
SOUTHEASTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR ANNA
MARIA KEY, MANATEE COUNTY, FLORIDA.


                      METES AND BOUNDS DESCRIPTION
                                FOR THE
                   COASTAL CONSTRUCTION CONTROL LINE
                            FOR LONGBOAT KEY
                        MANATEE COUNTY, FLORIDA


COMMENCE AT LONGBOAT 1984 (U.S.C.E.) THENCE S 43 DEG. 00 MIN. 26 SEC. W A
DISTANCE OF 1122.75 FEET TO THE POINT OF BEGINNING; THENCE N 27 DEG. 03
MIN. 15 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER OF
THE SOUTH SIDE OF LONGBOAT PASS AT THE NORTHWEST END OF LONGBOAT KEY,
SAID POINT BEING THE NORTHWESTERLY TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR LONGBOAT KEY; THENCE RETURN ALONG THE SAME COURSE TO
THE POINT OF BEGINNING.

THENCE S 27 DEG. 03 MIN. 15 SEC. W A DISTANCE OF  122.62 FEET TO A POINT,
THENCE S 06 DEG. 51 MIN. 04 SEC. E A DISTANCE OF  280.35 FEET TO A POINT,
SAID POINT BEING S 77 DEG. 53 MIN. 25 SEC. W A DISTANCE OF 1194.68 FEET
FROM P.R.M. 13-84-B06.

THENCE S 26 DEG. 12 MIN. 29 SEC. E A DISTANCE OF 1157.07 FEET TO A POINT,
THENCE S 54 DEG. 14 MIN. 33 SEC. E A DISTANCE OF  932.87 FEET TO A POINT,
SAID POINT BEING S 39 DEG. 07 MIN. 20 SEC. E A DISTANCE OF   59.33 FEET
FROM P.R.M. 13-84-B07.

THENCE S 47 DEG. 10 MIN. 21 SEC. E A DISTANCE OF 1186.58 FEET TO A POINT,
THENCE S 40 DEG. 55 MIN. 28 SEC. E A DISTANCE OF  862.99 FEET TO A POINT,
SAID POINT BEING S 63 DEG. 04 MIN. 20 SEC. E A DISTANCE OF  458.94 FEET
FROM P.R.M. 13-84-BO8.

THENCE S 45 DEG. 42 MIN. 40 SEC. E A DISTANCE OF 1036.47 FEET TO A POINT,
SAID POINT BEING N 46 DEG. 50 MIN. 46 SEC. E A DISTANCE OF   61.72 FEET
FROM P.R.M. 13-84-B09.

THENCE S 60 DEG. 21 MIN. 42 SEC. E A DISTANCE OF  363.40 FEET TO A POINT,
THENCE S 49 DEG. 44 MIN. 53 SEC. E A DISTANCE OF 1003.73 FEET TO A POINT,
SAID POINT BEING N 73 DEG. 04 MIN. 24 SEC. W A DISTANCE OF  335.58 FEET
FROM P.R.M. 13-84-B10.

THENCE S 58 DEG. 03 MIN. 14 SEC. E A DISTANCE OF  985.21 FEET TO A POINT,
THENCE S 54 DEG. 52 MIN. 17 SEC. E A DISTANCE OF  926.99 FEET TO A POINT,
THENCE S 46 DEG. 28 MIN. 26 SEC. E A DISTANCE OF 1185.85 FEET TO A POINT,
SAID POINT BEING S 16 DEG. 35 MIN. 23 SEC. W A DISTANCE OF   66.27 FEET
FROM P.R.M. 13-84-B11.

THENCE S 38 DEG. 11 MIN. 35 SEC. E A DISTANCE OF  935.68 FEET TO A POINT,
THENCE S 35 DEG. 57 MIN. 57 SEC. E A DISTANCE OF  775.94 FEET TO A POINT,
THENCE S 41 DEG. 56 MIN. 06 SEC. E A DISTANCE OF  985.88 FEET TO A POINT,
THENCE S 41 DEG. 35 MIN. 47 SEC. E A DISTANCE OF  980.48 FEET TO A POINT,
SAID POINT BEING S 65 DEG. 50 MIN. 07 SEC. W A DISTANCE OF  128.78 FEET
FROM P.R.M. 13-84-B12.

THENCE S 41 DEG. 26 MIN. 20 SEC. E A DISTANCE OF  918.77 FEET TO A POINT,
THENCE S 37 DEG. 26 MIN. 20 SEC. E A DISTANCE OF  881.98 FEET TO A POINT,
THENCE S 37 DEG. 40 MIN. 44 SEC. E A DISTANCE OF 1096.27 FEET TO A POINT,
THENCE S 37 DEG. 21 MIN. 12 SEC. E A DISTANCE OF  987.82 FEET TO A POINT,
SAID POINT BEING N 75 DEG. 33 MIN. 20 SEC. W A DISTANCE OF  502.62 FEET
FROM P.R.M. 13-84-B13.

THENCE S 36 DEG. 04 MIN. 46 SEC. E A DISTANCE OF 1263.37 FEET TO A POINT,
THENCE S 32 DEG. 53 MIN. 50 SEC. E A DISTANCE OF  962.20 FEET TO A POINT,
THENCE S 32 DEG. 49 MIN. 10 SEC. E A DISTANCE OF 1073.78 FEET TO A POINT,
THENCE S 32 DEG. 20 MIN. 32 SEC. E A DISTANCE OF  962.12 FEET TO A POINT,
SAID POINT BEING S 16 DEG. 40 MIN. 25 SEC. W A DISTANCE OF  129.90 FEET
FROM P.R.M. 13-84-B14.

THENCE S 34 DEG. 53 MIN. 53 SEC. E A DISTANCE OF 1117.17 FEET TO A POINT,
THENCE S 32 DEG. 59 MIN. 56 SEC. E A DISTANCE OF  929.76 FEET TO A POINT,
SAID POINT BEING N 37 DEG. 50 MIN. 32 SEC. W A DISTANCE OF  695.36 FEET
FROM P.R.M. 17-84-A01.

THENCE S 32 DEG. 59 MIN. 56 SEC. E TO THE POINT OF INTERSECTION WITH THE
MANATEE AND SARASOTA COUNTY LINE, SAID POINT BEING THE SOUTHERLY TERMINUS
OF THE COASTAL CONSTRUCTION CONTROL LINE FOR MANATEE COUNTY.

I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
SECTION 161.053, FLORIDA STATUTES IN MANATEE COUNTY,
FLORIDA, LYING ALONG THE GULF OF MEXICO COAST OF SAID
COUNTY, WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF
FLORIDA DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR
MEETING ON THE 4TH OF AUGUST 1987.

                               ( TOM GARDNER )
                          _____________________________
                                EXECUTIVE DIRECTOR

ATTEST:

( KIRBY B. GREEN III )
________________________
SENIOR MANAGER ASSISTANT



CERTIFICATE:


I HERBY 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.




CERTIFIED:

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




THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN MANATEE 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 WEST ZONE

   STATION                     Y               X              SOURCE
_____________             ____________    ____________     ____________

EGMONT KEY LIGHTHOUSE     1,188,168.32     253,571.00          14831
PALM 3 1924               1,164,986.43     260,430.66          15126
MARIA 1934                1,143,284.73     271,853.76          15126
ROCKS 2 1935              1,057,414.55     326,754.24          14831

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

   STATION                     Y               X
_____________            _____________    ____________

13-85-A01                1,164,776.125     260,224,953
13-85-A02                1,165,352.175     259,109.441
13-85-A03                1,164,449.928     259,086.209
13-85-A04                1,163,193.288     259,580.459
13-85-A05                1,162,729.388     260,158.720
13-85-A06                1,162,394.779     260,467.439
13-85-A07                1,160,785.823     262,680.079
13-85-A08                1,160,314.662     262,387.250
13-85-A09                1,158,895.370     264,315.165
13-85-A10                1,157,659.905     264,747.863
13-85-A11                1,154,911.564     266,736.602
13-85-A12                1,154,421.583     266,846.479
13-85-A13                1,154,339.059     267,422.312
13-85-A14                1,153,533.806     267,478.425
13-85-A15                1,153,568.419     268,902.594
13-85-A16                1,150,787.667     268,955.616
13-85-A17                1,150,331.095     269,417.267
13-85-A18                1,150,351.402     270,561.332
13-85-A19                1,148,230.984     270,608.821
13-85-A20                1,146,423.743     271,077.414
13-85-A21                1,143,997.393     271,609.084
13-84-B01                1,143,230.008     272,071.735
13-84-B02                1,140,187.454     273,003.132
13-84-B03                1,136,363.635     274,080.569
13-84-B04                1,134,302.910     275,319.604
13-84-B05                1,131,652.115     276,657.820
LONGBOAT 84 (U.S.C.E.)   1,130,450.500     277,079.018
13-84-B06                1,129,492.546     277,458.964
13-84-B07                1,127,704.699     277,521.457
13-84-B08                1,126,407.834     278,585.262
13-84-B09                1,125,434.035     279,691.353
13-84-B10                1,124,550.279     281,139.335
13-84-B11                1,122,840.120     283,291.173
13-84-B12                1,119,999.282     285,733.773
13-84-B13                1,116,779.253     288,516.671
13-84-B14                1,113,484.848     290,430.496
17-84-A01                1,111,115.244     291,965.335





I HEREBY CERTIFY THAT THE COODINATES LISTED AND ATTACHED HERETO ARE
WEST 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
MANATEE COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU,
FLORIDA DEPARTMENT OF TRANSPORTATION, COMPLETED IN OCTOBER 1985.


CERTIFIED:


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








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