PARCEL 16 TEMPORARY CONSTRUCTION EASEMENT LEGAL DESCRIPTION CONTINUED o
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<br /> COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 7 , THENCE RUN SO' 24 ' 07 "W , ALONG THE EAST
<br /> LINE OF SAID SECTION 7 , A DISTANCE OF
<br /> 148 . 21 FEET TO A POINT ON THE EASTERLY PROPERTY LINE OF SAID LANDS DESCRIBED IN OFFICIAL RECORD
<br /> BOOK 826 , PAGE 1802 , AND THE
<br /> SOUTHERLY RIGHT — OF— WAY LINE OF THE LATERAL "A" CANAL ( 130 — FOOT WIDE RIGHT— OF— WAY PER AFORESAID
<br />INDIAN RIVER FARMS COMPANY PLAT) ;
<br /> THENCE , DEPARTING THE SAID EAST LINE OF SECTION 7 , RUN N46' 55 ' 57 "W , ALONG THE SOUTH RIGHT —
<br />OF— WAY LINE OF SAID LATERAL "A " CANAL , A a
<br /> DISTANCE OF 108 . 82 FEET TO A POINT; THENCE RUN NO' 24 ' 07 " E , ALONG THE WEST LINE OF THE
<br /> SAID LATERAL "A" CANAL , A DISTANCE OF 44 . 03 N
<br /> FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID LATERAL "A1 " CANAL (A 30 —
<br />FOOT WIDE RIGHT OF WAY PER THE AFORESAID INDIAN w
<br /> RIVER FARMS COMPANY PLAT) ; THENCE RUN N89' 54 ' 20 "W, ALONG THE SOUTH RIGHT— OF— WAY LINE OF LATERAL
<br /> "Al " CANAL , A DISTANCE OF 102 . 98
<br /> FEET TO THE POINT OF BEGINNING ' B ' , SAID POINT ALSO LYING ON THE PROPOSED WEST RIGHT— OF—
<br />WAY LINE OF 66TH AVENUE ; THENCE CONTINUE
<br /> N89' 54 ' 20 "W , ALONG THE SAID SOUTH LINE OF LATERAL "Al " CANAL, A DISTANCE OF 35 . 26 FEET
<br /> TO A POINT; THENCE DEPARTING SAID SOUTH LINE
<br /> OF LATERAL "Al " CANAL, RUN S44057 ' 09 " E A DISTANCE OF 49 . 73 FEET; THENCE RUN SO' 24107 "W
<br />A DISTANCE OF 164 . 31 FEET TO THE POINT OF 3
<br /> CURVATURE OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 8 , 695 . 00 FEET; THENCE RUN
<br /> SOUTHERLY, ALONG THE CURVE , THROUGH A
<br /> CENTRAL ANGLE OF 3010 ' 26 " 0 AN ARC DISTANCE OF 481 . 66 FEET TO THE POINT OF TANGENCY ; THENCE
<br /> RUN S2' 46 ' 19 "E A DISTANCE OF 127 . 00 FEET
<br /> TO A POINT, SAID POINT BEING ON THE NORTH LINE OF A 5 — FOOT TEMPORARY CONSTRUCTION EASEMENT
<br /> ( DESCRIBED IN A SEPARATE INSTRUMENT) ;
<br /> THENCE RUN N69622239 " E , ALONG THE SAID NORTH LINE OF THE TEMPORARY CONSTRUCTION EASEMENT, A DISTANCE
<br /> OF 26 . 26 FEET TO A POINT LYING
<br /> ON THE PROPOSED WEST RIGHT — OF— WAY LINE OF 66TH AVENUE ; THENCE RUN 1\12' 4619 'W , ALONG THE SAID
<br /> PROPOSED WEST RIGHT— OF — WAY LINE 3
<br /> OF 66TH AVENUE , A DISTANCE OF 118 . 94 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
<br /> TO THE EAST, HAVING A RADIUS OF 8 , 670 . 00
<br /> FEET ; THENCE RUN NORTHERLY, ALONG THE CURVE , THROUGH A CENTRAL ANGLE OF 3' 10 ' 26 " , AN ARC
<br />DISTANCE OF 480 . 28 FEET TO THE POINT OF o
<br /> TANGENCY; THENCE RUN NO' 24 ' 07 "E , STILL ALONG THE SAID PROPOSED WEST RIGHT— OF— WAY LINE OF 66TH
<br />AVENUE , A DISTANCE OF 174 . 58 FEET TO
<br /> A POINT ; THENCE RUN N44057 ' 09 "W A DISTANCE OF 35 . 26 FEET TO THE SOUTH RIGHT— OF— WAY LINE
<br />OF THE AFOREMENTIONED LATERAL "Al " CANAL,
<br /> AND THE POINT OF BEGINNING ' B ' . a
<br /> TOGETHER CONTAINGING 40571 . 1 SQUARE FEET, MORE OR LESS , OR 0 . 93 ACRES .
<br /> NOW LYING IN INDIAN RIVER COUNTY , FLORIDA.
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<br /> LEGEND SURVEYOR ' S NOTES
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<br /> CB = CHORD BEARING P . S . M . = PROFESSIONAL 1 . THIS SKETCH OF DESCRIPTION IS NOT VALID WITHOUT THE
<br />SIGNATURE AND ORIGINAL RAISED SEAL OF j
<br /> COR = CORNER SURVEYOR AND THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON . D
<br /> L=ARC LENGTH MAPPER 2 . THIS SKETCH OF DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS
<br /> OF THE MINIMUM Y
<br /> O . R . B . = OFFICIAL RECORDS BOOK P .T. = POINT OF TANGENT STECHNICAL STANDARDS AS ESTABLISHED IN CHAPTER 61G17 - 6 ,
<br /> FLORIDA ADMINISTRATIVE CODE. w
<br /> P . C . POINT OF CURVATURE E
<br /> P . B . S . = PLAT BOOK St. LUCIE COUNTY R = RADIUS
<br /> 3 . THIS SKETCH OF DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY.
<br /> THEREFORE
<br /> P . C . N .T. = POINT j
<br /> NTHERE MAY BE EASEMENTS , RESTRICTIONS, RESERVATIONS OR RIGHT OF WAYS NOT SHOWN HEREON , c�
<br /> BUT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. Z
<br /> P . I . D . = PARCEL IDENTIFICATION
<br /> CURVATURE NON —TANGENT NTIFICATION NUMBER T. C . E . =TEMPORARY
<br /> P . O . B . = POINT OF BEGINNING CONSTRUCTION 4. THIS SKETCH OF DESCRIPTION WAS PREPARED WITH THE BENEFIT
<br /> OF A BOUNDARY SURVEY FOR PETER w P . O . C . = POINT OF COMMENCEMENT EASEMENT ROBINSON , PREPARED BY CARTER ASSOCIATES
<br />, INCORPORATED, ON THE DATE OF MARCH 16 , 1987 . z
<br /> PROP = PROPERTYQ = CENTRAL OR DELTA 5 . BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF SECTION 7
<br />, TOWNSHIP 33 SOUTH , 0
<br /> ANGLE RANGE 39 EAST, AS HAVING AN ASSUMED BEARING OF S00' 24 ' 07 "W. w
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<br /> NOT COMPLETE WITHOUT ALL SHEETS 1 THROUGH 3 AS CREATED
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<br /> NDIAN RIVER COUNTY ADMINISTRATION BUILDING FkvER DRAWN BY: SHEET
<br /> 1840 25th STREET /ND/.4N R/ICER COUNTY D. 51L ON SECTION 7&8 SKETCH AND DESCR/PT/ON OF
<br /> VERO BEACH , FL 32960 �� Department of Public Works aaPRovEo BY: TOWNSHIP 335
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<br /> (772) 567- 8000 40R �'Q Engineering D%V%S%On D. 51L ON RANGE 39E 66TH AVE TEMPORARY CONSTRUCT/ON EASEMENT 3
<br /> COMPOSITE EXHIBIT " A " - page 4
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