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SKETCH OF CONSERVATION EASEMENT DESCRIPTION
<br /> FOR
<br /> ST. JOHN 'S RIVER WATER MANAGEMENT DISTRICT
<br /> FROM
<br /> INDIAN RIVER COUNTY, FLORIDA
<br /> DESCRIPTION OF "CONSERVATION PARCEL 2C" :
<br /> A PORTION OF SECTION 25, TOWNSHIP 30 SOUTH , RANGE 38 EAST; OF SECTION 21 , FLEMING GRANT,
<br /> INDIAN RIVER COUNTY, FLORIDA; AND ALSO PART OF LOTS 13 AND 14, OF THE PLAT OF THE TOWN
<br /> OF
<br /> WAUREGAN , BREVARD COUNTY, FLORIDA , NOW IN INDIAN RIVER COUNTY, FLORIDA, AS RECORDED IN PLAT
<br /> BOOK 1 , AT PAGES 178 AND 179 , OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA , BEING MORE
<br /> PARTICULARLY DESCRIBED AS FOLLOWS:
<br /> COMMENCING AT THE NORTHWEST CORNER OF THE ORIGINAL " RIVERWALK SHOPPING CENTER " ON THE
<br /> PRESENT SOUTHERLY RIGHT OF WAY LINE OF ROSELAND ROAD/C. R . 505, RUN SOUTH 44'03 ' 34" WEST,
<br /> ALONG SAID SOUTHERLY RIGHT- OF- WAY LINE, 504. 75 FEET TO THE EASTERLY LINE OF THE WESTERLY
<br /> 150. 00 FEET OF PART OF LOTS 11 , 12 AND 13 OF AFOREMENTIONED " TOWN OF WAUREGAN "; THENCE
<br /> SOUTH 44'33 ' 49 " EAST, INTO AFOREMENTIONED LOTS 11 , 12 AND 13, " TOWN OF WAUREGAN 475. 07 FEET
<br /> TO THE SOUTHEAST CORNER OF THE NORTH 28. 00 FEET OF THE WESTERLY 150. 00 FEET OF SAID LOT 13;
<br /> THENCE RUN SOUTH 459311192'WEST ALONG THE SOUTH LINE OF SAID NORTH 28 . 00 FEET, 150. 00 FEET TO
<br /> THE EASTERLY RIGHT OF WAY LINE OF WAUREGAN AVENUE /135th AVENUE ( 80' WIDE R . O. W. ) ; THENCE RUN
<br /> SOUTH 44933 ' 49" EAST ALONG SAID EASTERLY RIGHT OF WAY, 189 . 83 FEET TO THE WESTERLY EXTENSION
<br /> OF THE NORTHERLY LINE OF " RIVERWALK II " ( TAX PARCEL No. 303821 00001 0000 00011 . 3, INDIAN RIVER
<br /> COUNTY, FLORIDA) AND POINT OF BEGINNING OF THE HEREIN DESCRIBED " PARCEL 2C
<br /> FROM SAID POINT OF BEGINNING RUN NORTH 45'31 ' 23" EAST ALONG SAID NORTHERLY EXTENSION LINE,
<br /> 199 . 58 FEET TO THE WESTERLY BOUNDARY LINE OF SAID " RIVERWALK II " ; THENCE RUN SOUTH 44'34' 26 "
<br /> EAST ALONG SAID WESTERLY BOUNDARY LINE , 225. 57 FEET; THENCE RUN SOUTH 45'26 ' 11 " WEST, 91 . 00
<br /> FEET; THENCE RUN SOUTH 44033049 " EAST AND PARALLEL TO AFOREMENTIONED EASTERLY RIGHT- OF- WAY
<br /> LINE OF WAUREGAN AVENUE ( 135th STREET) , 200. 00 FEET; THENCE SOUTH 02 '36 ' 1311WEST, 35. 00 FEET;
<br /> THENCE SOUTH 45026' 11 "WEST, 45 . 93 FEET; THENCE RUN NORTH 78'38' 26 " WEST, 66 . 00 FEET TO THE SAID
<br /> EASTERLY RIGHT OF WAY LINE OF WAUREGAN AVENUE /135th AVENUE; THENCE RUN NORTH 44'33' 49 " WEST
<br /> ALONG SAID EASTERLY RIGHT OF WAY LINE 395 . 00 ' FEET TO THE POINT OF BEGINNING .
<br /> CONTAINING 1 . 56 ACRES MORE OR LESS .
<br /> GENERAL NOTES:
<br /> 1 . UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
<br /> MAPPER THIS DRAWING, SKETCH , PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
<br /> 2. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS FIRM OR SURVEYOR FOR EASEMENTS, RESERVATIONS,
<br /> ABANDONMENTS, RESTRICTIONS AND/OR RIGHTS- OF- WAY.
<br /> 3. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR PROFESSIONAL SURVEYOR AND MAPPER .
<br /> 4. THIS MAP IS A SKETCH OF EASEMENT DESCRIPTION ONLY. BOUNDARY LIMITS HAVE BEEN DELINEATED.
<br /> 5. THE SURVEY FIELD WORK WAS COMPLETED OCTOBER 30, 2003.
<br /> 6. BEARING DATUM AND HORIZONTAL COORDINATE VALUES ARE BASED UPON THE NORTH AMERICAN DATUM OF
<br /> 1983, ADJUSTMENT OF 1999 (NAD 83/99) AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM , FLORIDA
<br /> EAST ZONE, 0901 .
<br /> 7. FLOOD ZONE "X" PER FIRM NO. 12061C, PANEL NO. 0013 E. EFFECTIVE DATE MAY 4, 1989, MAP INDEX DATE,
<br /> JUNE 309 1999.
<br /> S. THE DESCRIPTION SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER BY THE REQUEST OF
<br /> THE CLIENT.
<br /> 9 . G. P . S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) G. P . S. RECEIVER TYPE: THREE (3) DUAL FREQUENCY LEICA
<br /> GPS RECEIVERS TWO (2) SR 399 E - 9 CHANNEL (L1 & 1.2) ONE (1 ) SR 9500 - 12 CHANNEL (L1 &
<br />1.2) GPS RTK
<br /> MEASUREMENTS BEGAN AND ENDED ON 09- AUGUST- 2001 . THREE LEICA DUAL FREQUENCY GPS RECEIVERS
<br /> EQUIPPED WITH RT- SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A
<br /> BASE RECEIVER ( SR9500) WAS SET UP ON AN ESTABLISHED CONTROL STATION WHILE TWO ROVING RECEIVERS
<br /> (SR399E) LOCATED ESTABLISHED AND EXISTING CONTROL THROUGHOUT THE PROJECT AREA. REAL- TIME COORDINATE
<br /> COMPUTATIONS AND PRECISION INFORMATION WERE DETERMINED VIA RADIO LINK WITH THE BASE STATION AND
<br /> RECORDED IN LEICA'S CONTROLLERS (CR344). 1.
<br /> 10. HORIZONTAL CONTROL AND FOUND MONUMENTS WERE OBSERVED UTILIZING THE GLOBAL - 00' SITIONING SYSTEM
<br /> (G. P. S. ) . SAID POINTS WERE OBSERVED FROM INDIAN RIVER COUNTY G. P. S. DENSIFICATION CONTROL MONUMENT
<br /> ° GPS 101 ".
<br /> 11 . THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
<br /> CERTIFIED T0:
<br /> INDIAN . RIVER COUNTV, ', Fl�& A
<br /> F6NK S . UdCURESE , P . S: M . SIGNATURE DATE
<br /> FLORIDA,. LICENSE No . 4765
<br /> CARTER ASSOCIATES , INC . L. B . 205
<br /> CARTER ASSOCIATES, INC . Serving Florida
<br /> CONSULTING ENGINEERS AND LAND SURVEYORS Since 1911
<br /> !S;O
<br /> 11708 21st STREET 772-562 -4191 (PHONE) E X B I Y: Fc, 17003-A3
<br /> VERO BEACH, FLORIDA 32960 772 - 562 - 7180 (FAX) ATE: 3 SHEET 3 OF 3
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