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Home My WebLink AboutExhibit AEXHIBIT "A" LEGAL DESCRIPTION ALL THAT PORTION OF RIGHT OF WAY DEDICATED TO FLORIDA DEPARTMENT OF TRANSPORTATION BY THAT CERTAIN PLAT OF "DOUGLAS ROAD STATION" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 158, AT PAGE 32 OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOW: COMMENCE AT THE NORTHEAST CORNER OF LOT 2, BLOCK 1 OF SAID PLAT; THENCE SO3'10'50"E ALONG THE EASTERLY LINE OF SAID LOT 2 FOR 284.53 FEET TO THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL OF LAND; THENCE N86'49'10"E FOR 3.00 FEET; THENCE SO3'10'50"E FOR 11.06 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 25,00 FEET, THROUGH A CENTRAL ANGLE OF 44'55'47" FOR AN ARC DISTANCE OF 19.60 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE NORTHWEST; THE FOLLOWING DESCRIBED FIVE (5) COURSES AND DISTANCES BEING ALONG THE NORTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD No 5 (SOUTH DIXIE HIGHWAY, U.S. 1) AS SHOWN ON PLAT BOOK 57, AT PAGE 65 OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA: (1)THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING FOR ITS ELEMENTS A RADIUS OF 5772.15 FEET, THROUGH A CENTRAL ANGLE OF 01'05'51" FOR AN ARC DISTANCE OF 110.57 FEET TO A POINT OF TANGENCY; (2)THENCE S40°39'18"W FOR 74.84 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT CONCAVE TO THE NORTHWEST; (3)THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 1103.78 FEET, THROUGH A CENTRAL ANGLE OF 21'34'46" FOR AN ARC DISTANCE OF 415,72 FEET TO A POINT OF TANGENCY; (WHENCE S62"14'04"W FOR 142.12 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE SOUTHEAST; (5)THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 997.87 FEET, THROUGH A CENTRAL ANGLE OF 00'46'42" FOR AN ARC DISTANCE OF 13.56 FEET TO ITS INTERSECTION WITH THE ARC OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE NORTHWEST, A RADIAL LINE TO SAID POINT BEARS S36'25'23"E, THE FOLLOWING DESCRIBED FIVE (5) COURSES AND DISTANCES BEING ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2; 1)THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 1959.86 FEET, THROUGH A CENTRAL ANGLE OF 00'16'27" FOR AN ARC DISTANCE OF 9.38 FEET TO A POINT OF TANGENCY; 2) THENCE N53°18'15"E FOR 283.51 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO NORTHWEST; 3) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 2814.79 FEET, THROUGH A CENTRAL ANGLE OF 08'33'44" FOR AN ARC DISTANCE OF 420.64 FEET TO A POINT OF TANGENCY; 4) THENCE N44'44'31E FOR 33.80 FEET, TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE NORTHWEST, THENCE NORTHEASTERLY AND NORTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 32.25 FEET, THROUGH A CENTRAL ANGLE OF 47'55'09" FOR AN ARC DISTANCE OF 26.97 FEET TO THE POINT OF BEGINNING. ALL OF THAT ABOVE DESCRIBED LAND SITUATED, BEING AND LYING IN THE CITY OF MIAMI, MIAMI—DADE COUNTY, FLORIDA. AND CONTAINING 18,429.81 SQUARE FEET AND/OR 0.42 ACRES MORE OR LESS N YNORTH STAR GROUP, INC. LB N" 7034 PROFESSIONAL LAND SURVEYORS W E 16155 SW 117 AVE. B23 MIAMI—DADE, FLORIDA 33177 PH.305 219 1203 S A FAX 305 444 6888 DATE.O9-10-09 PREPARED FOR: MIAMI-DADE TRANSI� BY r FOR THE FIRM JO E AAROCHE P.S,M. No 5935 STATE OF FLORIDA OATE:01-06-09 PAGE 1 OF 2 , SW 400ISTREET ( BIRD ROAD) LINE TABLE LINE BEARING THERE IS NO TANGENCY h Prar.GGs AC;NL�G (/� sem, F - S03°10'50'E 11.06 SM)?114G RK a 90'Ol5' e 1` L4 UKAIY'i'S S7PfN.i wy93 `'+�' 142.12 LS N53°°18'15"E 28(51 L N4444'31'E N44°44'31'E 33.85 33,7 C7 32.25' 47°55'09'(R) 32.25'.47-55'21'(C) LOCATTON MAP N. T. S. SCALE 1"=100' 4�B1e �"p0 5'J 9� EXHIBIT "A" SKETCH TO ACCOMPANY LEGAL DESCRIPTION P.O.C. NE CORNER LOT 2 BLOCK 1 LINE TABLE LINE BEARING THERE IS NO TANGENCY so AT THIS POINT sem, F L2 S03°10'50'E 11.06 L3 90'Ol5' 74.84 L4 S62°14'04'W 142.12 LS N53°°18'15"E 28(51 L EXHIBIT "A" SKETCH TO ACCOMPANY LEGAL DESCRIPTION P.O.C. NE CORNER LOT 2 BLOCK 1 ort ti - (bIRQ1 G O� CG\' cam' w rn In 4� n U w Q T 0 O Of Q CD O O a THERE IS NO TANGENCY AT THIS POINT 4' 9 Ap NOTES: 1)THIS IS NOT A BOUNDARY SURVEY S \GPQ� ` 2)BEARINGS ARE ASSUMED AND BASED ALONG .\ THE EASTERLY LINE OF LOT 1 & 2 BLOCK 1 QF-G�y9�`cl `�v OFPLAT OF DOUGLAS ROAD STATION RECORDED \GC` IN P.B. 158, PG, 32 D.C.R. WITH A VALUE OF 505'10'50"E J�� LEGEND: P.O.T: POINT OF TERMINUS GJ P.O.C.=POINT OF COMMENCEMENT PO.B.=POINT OF BEGINNING PG.— PAGE P.B.= PLAT BOOK D.C.R.=MIAMI—DADE COUNTY PUBLIC RECORDS NE=NORTHEAST S.F.=SQUARE FEET OC,D.=QUITCLAIM DEED MD. C.=MIAMI—DADE COUNTY O.R.B,=OFFICIAL RECORD BOOK N.T.S,=NOT TO SCALE REVISED DATF-09-10-09 N YNORTH STAR GROUP, INC.Y PREPARED FOR: LB No 7034 MIAMI-DADE TRANSIT PROFESSIONAL LAND SURVEYORS W E 16155 SW 117 AVE. B23 �- MIAMI—DADE, FLORIDA 33177 BY: L FOR THE FIRM PH. -305 219 1203 JOSE . ROCHE P.S.M. No 5935 SSTATE OF FLORIDA FAX 305 444 6888 DATE -01-06-09 PACE 2 OF 2 LINE TABLE LINE BEARING LENGTH L1 N86°49'10"E 3.00 L2 S03°10'50'E 11.06 L3 S40°39'18'W 74.84 L4 S62°14'04'W 142.12 LS N53°°18'15"E 28(51 L N4444'31'E N44°44'31'E 33.85 33,7 ort ti - (bIRQ1 G O� CG\' cam' w rn In 4� n U w Q T 0 O Of Q CD O O a THERE IS NO TANGENCY AT THIS POINT 4' 9 Ap NOTES: 1)THIS IS NOT A BOUNDARY SURVEY S \GPQ� ` 2)BEARINGS ARE ASSUMED AND BASED ALONG .\ THE EASTERLY LINE OF LOT 1 & 2 BLOCK 1 QF-G�y9�`cl `�v OFPLAT OF DOUGLAS ROAD STATION RECORDED \GC` IN P.B. 158, PG, 32 D.C.R. WITH A VALUE OF 505'10'50"E J�� LEGEND: P.O.T: POINT OF TERMINUS GJ P.O.C.=POINT OF COMMENCEMENT PO.B.=POINT OF BEGINNING PG.— PAGE P.B.= PLAT BOOK D.C.R.=MIAMI—DADE COUNTY PUBLIC RECORDS NE=NORTHEAST S.F.=SQUARE FEET OC,D.=QUITCLAIM DEED MD. C.=MIAMI—DADE COUNTY O.R.B,=OFFICIAL RECORD BOOK N.T.S,=NOT TO SCALE REVISED DATF-09-10-09 N YNORTH STAR GROUP, INC.Y PREPARED FOR: LB No 7034 MIAMI-DADE TRANSIT PROFESSIONAL LAND SURVEYORS W E 16155 SW 117 AVE. B23 �- MIAMI—DADE, FLORIDA 33177 BY: L FOR THE FIRM PH. -305 219 1203 JOSE . ROCHE P.S.M. No 5935 SSTATE OF FLORIDA FAX 305 444 6888 DATE -01-06-09 PACE 2 OF 2 CURVE TABLE CURVE RADIUS DELTA L7 NGTH Cl 25.00' 44°55`47° 19,60' C2 5772.15' 1°1)551' 110.57' C3 1]03.78' 21°34'46' 415.72' C4 9973T 0°46'42' 13,56' C5 1959.86' 0°16'27' 9.38' C6 2814,79' 8°33'44' 420.64' C7 32.25' 47°55'09'(R) 32.25'.47-55'21'(C) 26.97' 26.97' ort ti - (bIRQ1 G O� CG\' cam' w rn In 4� n U w Q T 0 O Of Q CD O O a THERE IS NO TANGENCY AT THIS POINT 4' 9 Ap NOTES: 1)THIS IS NOT A BOUNDARY SURVEY S \GPQ� ` 2)BEARINGS ARE ASSUMED AND BASED ALONG .\ THE EASTERLY LINE OF LOT 1 & 2 BLOCK 1 QF-G�y9�`cl `�v OFPLAT OF DOUGLAS ROAD STATION RECORDED \GC` IN P.B. 158, PG, 32 D.C.R. WITH A VALUE OF 505'10'50"E J�� LEGEND: P.O.T: POINT OF TERMINUS GJ P.O.C.=POINT OF COMMENCEMENT PO.B.=POINT OF BEGINNING PG.— PAGE P.B.= PLAT BOOK D.C.R.=MIAMI—DADE COUNTY PUBLIC RECORDS NE=NORTHEAST S.F.=SQUARE FEET OC,D.=QUITCLAIM DEED MD. C.=MIAMI—DADE COUNTY O.R.B,=OFFICIAL RECORD BOOK N.T.S,=NOT TO SCALE REVISED DATF-09-10-09 N YNORTH STAR GROUP, INC.Y PREPARED FOR: LB No 7034 MIAMI-DADE TRANSIT PROFESSIONAL LAND SURVEYORS W E 16155 SW 117 AVE. B23 �- MIAMI—DADE, FLORIDA 33177 BY: L FOR THE FIRM PH. -305 219 1203 JOSE . ROCHE P.S.M. No 5935 SSTATE OF FLORIDA FAX 305 444 6888 DATE -01-06-09 PACE 2 OF 2