02-06-2001 Plans
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LEGAL DESCRIPTION
A PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE 42 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST ONE-QUARTER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE 42 EAST; THENCE RUN N87-28'49"E, ALONG THE NORTH LINE
OF SAID SECTION FOR 2,650.97 FEET TO A POINT, SAID POINT BEING STATION NUMBER 30+00.000 ON THE BASE LINE OF N.E. 199TH STREET (AVENTURA BOULEVARD), AND ALSO BEING
STATION NUMBER 515+50.915 ON THE BASELINE OF STATE ROAD NO.5 (BISCAYNE BOULEVARD), AS DESCRIBED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP,
SECTION 87030-2598, DATED AUGUST 01, 1996; THENCE RUN ALONG SAID BASE LINE OF N.E. 199TH STREET, N87-28'49"E, FOR 53.97 FEET TO A POINT IN THE CENTERLINE OF SAID
N.E. 199TH STREET (AVENTURA BOULEVARD); THENCE RUN N02-31'11"W, FOR 73.00 FEET, TO THE POINT OF BEGINNING SAID POINT LYING ON THE NORTHERLY RIGHT-OF-WAY LINE OF
SAID N.E. 199TH STREET; THENCE RUN N28-05'47"W, FOR 25.54 FEET; THENCE RUN NOO-05'39W, FOR 63.84 FEET; THENCE RUN N86-13'19"E, FOR 14.25 FEET; THENCE RUN S03-46'41"E,
FOR 7.20 FEET; THENCE RUN N86-13'19"E FOR 17.50 FEET; THENCE RUN S03-46'41"E, FOR 44.51 FEET; THENCE RUN N86-13'19"E, FOR 169.70 FEET; THENCE RUN S03-46' 41"E, FOR
23.93 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 22.00 FEET AND A CENTRAL ANGLE OF 08-08'27", FOR AN
ARC DISTANCE OF 3.13 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF N.E. 199TH STREET, SAID POINT ALSO BEING ON A CIRCULAR CURVE CONCAVE TO THE NORTH,
SAID POINT BEARING N10-17'50"W FROM THE CENTER OF SAID CURVE; THENCE RUN SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE RIGHT, SAID LINE BEING 73 FEET NORTH
OF AND PARALLEL WITH THE CENTERLINE OF N.E. 199TH STREET, A RADIUS OF 1,359.40 FEET AND A CENTRAL ANGLE OF 07-46'39" FOR AN ARC DISTANCE OF 184.53 FEET TO THE
POINT OF TANGENCY; THENCE RUN N87-28'49"E, ALONG A LINE 73 FEET NORTH OF AND PARALLEL WITH THE CENTERLINE OF SAID N.E. 199TH STREET, FOR 10.62 FEET TO THE POINT OF
BEGINNING. CONTAINING 8,373 SQUARE FEET, MORE OR LESS.
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SECTION 03-52-42
POINT OF
COMMENCEMENT
N.W. CORNER,
N.W. 1/4,
SECTION 03-52-42
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SURVEYOR'S NOTES
1. THIS IS NOT A BOUNDARY SURVEY. THIS IS ONLY A
SKETCH TO ACCOMPANY A LEGAL DESCRIPTION.
2. BEARINGS BASED ON F.D.O.T. RIGHT-OF-WAY MAP
SECTION 87030- 2598 DATED 8-1-96.
CERTIFICATE NOTE:
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"NOT VAUD UNLESS SEALED WITH THE SURVEYORS EMBOSSED SEAL-. We hereby certify that
the SKETCH TO ACCOMPANY A LEGAL DESCRIPllON of the property shown and described
hereon was completed under our direction on SEPTEMBER 6TH, 2000, and that said survey
is true and correct to the best of our knowledge and belief. There are no above ground
encroachments, other than those shown hereon.
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We further certify that this survey meets the MINIMUM TECHNICAL STANDARDS FOR SURVEYS
set forth by the FLORIDA BOARD OF LAND SURVEYORS pursuant to Section 472.027 Florida
State Statutes. NO SEARCH OF THE PUBLIC RECORDS has been made by this office.
CUENT NAME:
CA.P. ENGINEERING CONSULTANTS, INC.
100 MIRACLE UIL.E CORAL QABLES, FLORIDA
PROJECT NAME: CITY OF AVEN'TUFb\ ENTRANCE
SKETCH TO Accc:MPANY A L.EQAL DESC.. .-.IN
EAOl:LC:NT
JOB NUMBER:
00-03-015.1
SUPERIOR CONSULTANTS INC.
ENClINEERB - PLANNERS - SURVEYORS
La 16474
48eO 8.W. 72tD AveIJE (Ue. 3(5)
MAM. R.. 33156
TEL(305)8e2-7980 FAX(305)882-155O
J(Ju~ ~~~~~ ",-
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Louis J. Lebron
P.L.S. No. 4428
State of Florida
DRAWN BY:
R.D.
DA 1E Of AELD WORK:
9-6-2000
NORTH LINE
SECTION 03-52-42
POIN T OF
COMMENCEMENT
N. W. CORNER,
N.W. 1/4,
SECTION 03-52-42
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CERTIFICATE NOTE:
-NOT VAUD UNLESS SEALED WITH ll-fE SURVEYORS EMBOSSED SEAL-. We hereby certify that
the SKETCH TO ACCOMPANY A LEGAL DESCRIPTION of the property shown and described
hereon was completed under our direction on SEPTEMBER 6TH, 2000, and that said survey
is true and correct to the best of our knowledge and belief. There are no above ground
encroachments, other than those shown hereon.
We further certify that this survey meets the MINIMUM TECHNICAL STANDARDS FOR SURVEYS
set forth by the FLORIDA BOARD OF LAND SURVEYORS pursuant to Section 472.027 Aorida
State Statutes. NO SEARCH OF THE PUBUC RECORDS has been made by this office.
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Louii'J. Lebron
P.LS. No. 4428
State of Florida
N
SCALE l' = 20'
LEGAL DESCRIPTION
A PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION 03,
TOWNSHIP 52 SOUTH, RANGE 42 EAST, MIAMI-DADE COUNTY,
FLORIDA, BEING MORE P ARTlCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST
ONE -QUARTER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE
42 EAST; THENCE RUN N87-28' 49"E, ALONG THE NORTH LINE
OF SAID SECTION FOR 2650.97 FEET TO A POINT, SAID POINT
BEING STATION NUMBER 30+00.000 ON THE BASE LINE OF N.E.
199TH STREET, AND ALSO BEING STATION NUMBER 515+50.915
ON THE BASE LINE OF STATE ROAD NO. 5 (BISCA YNE
BOULEVARD) AS DESCRIBED IN THE FLORIDA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY MAP, SECTION 87030-2598,
DATED AUGUST 01, 1996; THENCE RUN ALONG SAID BASE LINE,
S02-07'21"E, FOR 149.95 FEET; THENCE RUN EAST, FOR 45.94
FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EAST,
FOR 38.85 FEET; THENCE NORTH, FOR 26.92 FEET; THENCE
N46-13'59"E, FOR 51.11 FEET; THENCE N86-44' 46"E, FOR 27.31
FEET; THENCE N05-44'49"W, FOR 22.15 FEET TO A POINT ON
THE SOUTHERLY RIGHT-OF-WAY LINE Of N.E. 199TH STREET
(AVENTURA BOULEVARD), SAID POINT BEING ON A CIRCULAR
CURVE CONCAVE TO THE NORTH, SAID POINT BEARING
S05-44'50"E FROM THE CENTER OF SAID CURVE; THENCE RUN
WESTERLY ALONG SAID CURVE TO THE RIGHT, HAVING FOR ITS
ELEMENTS A RADIUS OF 1505.40 FEET AND A CENTRAL ANGLE
OF 03i3'38", FOR AN ARC DISTANCE OF 84.80 FEET TO THE
POINT OF TANGENCY; THENCE S87-28' 49"W, FOR 9.46 FEET;
THENCE S38-08'17"W, FOR 13.19 FEET; THENCE S01-07'36"E,
FOR 68.97 FEET, TO THE POINT OF BEGINNING.
CONTAINING 5079 SQUARE FEET, MORE OR LESS.
SURVEYOR'S NOTES
1. THIS IS NOT A BOUNDARY SURVEY. THIS IS ONLY A
SKETCH TO ACCOMPANY A LEGAL DESCRIPTION.
2. BEARINGS BASED ON F.D.O.T. RIGHT-OF-WAY MAP
SECTION 87030-2598 DATED 8-1-96.
CLIENT NAME:
CAP. ENGINEERING CONSULTANTS, INC.
100 MIRACLE MLE CORAL QABLES, FLORDA
PROJECT NAME: CITY OF AYEN'TURA ENTRANCE
SKETCH TO ACCCJtIrANY A LEQAL DEBCflf-IIUN
EABBt:NT
JOB NUMBER:
00-03-015.1
SUPERIOR CONSULTANTS INC.
ENCJNEERS - PLANNERS - SURVEYORS
LB. 18474
4960 8.w. 72N:> AYEME cUe . 305)
MIAM. FL 33155
TEl.(305)882-7SIJO FAX:(305)882-155O
DRAWN BY:
R.D.
DA TE OF FIELD WORK:
9-6-2000
NORTH UNE
SECTION 03-52-42
POINT OF
COMMENCEMENT
N. W. CORNER,
N.W. 1/4,
SECTION 03-52-42
N87e28' 49"E
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IRRIGA liON ~~ -: ;(
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CER11F1CA TE NOTE:
-NOT VAlID UNLESS SEAlED MlH lHE SURVEYORS EMBOSSED SEAl-. We hereby certify that
the SKETCH TO ACCOMPANY A LEGAL DESCRIPnON of the property shown and desaibed
hereon was completed under our direction on SEPTEMBER 6lH, 2000, and that sold survey
Is true and correct to the best of our knowledge and belief. There ore no above ground
encroachments, other thon those shown hereon.
We further certify that this survey meets the MINIMUM lECHNICAl STANDARDS FOR SURVEYS
set forth by the flORIDA BOARD OF lAND SURVEYORS pursuant to Section 472.027 Aorlda
State Statutes. NO SEARCH OF mE PUBUC RECORDS has been made by this office.
?
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~~l4,~
~
Louii' J. Lebron
P.LS. No. 4428
State of Aorida
N
SCALE 1'= 20'
LEGAL DESCRIPTION
A PORTION OF THE NORlliWEST ONE-QUARlER OF SECTION 03.
TOWNSHIP 52 SOUTH. RANGE 42 EAST, MIAMI-DADE COUNTY,
FLORIDA, BEING MORE P ARTlCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORlHWEST
ONE-QUARlER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE
42 EAST; THENCE RUN N8T28' 49"E. ALONG THE NORlH UNE
OF SAID SECTION FOR 2650.97 FEET TO A POINT, SAID POINT
BEING STATION NUMBER 30+00_000 ON THE BASE LINE OF N.E.
199TH STREET, AND ALSO BEING STATION NUMBER 515+50.915
ON THE BASE LINE OF STATE ROAD NO. 5 (BISCA YNE
BOULEVARD) AS DESCRIBED IN THE FlORIDA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY MAP. SECTION 87030-2598,
DA lED AUGUST 01, 1996: THENCE RUN ALONG SAID BASE UNE,
S021)7'21"E, FOR 149_95 FEET: THENCE RUN EAST. FOR 45.94
FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EAST.
FOR 38.85 FEET: THENCE: NORTH, FOR 26.92 FEET; THENCE
N46"3'S9"E, FOR 51.11 FEET; THENCE N86.44'46"E, FOR 27.31
FEET; THENCE NOS-44'49"'W, FOR 22~15 FEET TO A POINT ON
THE" SOUTHERLY RIGHT-OF-WAY UNE. OF N_E. 199TH STREET
.(AVEN1\JRA BOUlEVARD), SAID. POINT BEING ON A CIRCULAR
CURVE CONCAVE TO THE NORTH, SAID POINT BEARING
S05-44'SO"E FROM THE CENlER OF SAID CURVE; THENCE RUN
WESlERL Y ALONG SAID CURVE TO THE RIGHT, HAVING FOR ITS
ELEMENTS A RADIUS OF 1505.40 FEET AND A CENTRAL ANGLE
OF 03'3'38", FOR AN ARC DISTANCE OF 84.80 FEET TO THE
POINT OF TANGENCY; THEINCE S87~8'49"W, FOR 9.46 FEET:
lHENCE S381)S'17"W, FOR 13.19 FEET; THENCE SOl1)7'36-E,
FOR 68.97 FEET, TO THE POINT OF BEGINNING.
CONTAINING 5079 SQUARE FEET, MORE OR LESS.
SURVEYOR'S NOTES
1. THIS IS NOT A BOUNDARY SURVEY. THIS IS ONLY A
SKETCH TO ACCOMPANY A LEGAl DESCRIPllON.
2. BEARINGS BASED ON F_D.O.T. RIGHT-OF-WAY MAP
SECllON 87030- 2598 DATED 8-1-96.
ClIENT NAME:
CAP. ENGINEERING CONSULTANTS, INC.
100 MIRACLE MILE CORAL ClABL..E8, FLORDA
PROJECT NAME: CITY OF AVENTURA ENTRANcE
SKETCH TO ACCOWPANY A LEaAL. DE8CFIP*1ON
EA8I:"At:Nr
JOB NUMBER:
00-03-015.1
SUPERIOR CONSULTANTS INC.
ENOINEERS - Pl..ANNERs - SURVEYORS
LB.18474
4880 aw_ 72N) AVB<<E cUe . 305)
t.tAM. R. &1155
1B..(305)882-7990 FAX(305)882-&so
DRAWN BY:
R_D.
DATE Of FIElD WORK:
9-6-2000
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LEGAL DESCRIPTION
A PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE 42 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST ONE-QUARTER OF SECTION 03, TOWNSHIP 52 SOUTH, RANGE 42 EAST: THENCE RUN N87~8' 49"E, ALONG THE NORTH UNE
OF SAID SECTION FOR 2,650.97 FEET TO A POINT, SAID POINT BEING STATION NUMBER 30+00.000 ON THE BASE UNE OF N.E. 199TH STREET (AVENlURA BOULEVARD), AND ALSO BEING
STATION NUMBER 515+50.915 ON THE BASEUNE OF STAlE ROAD NO.5 (BISCAYNE BOULEVARD), AS DESCRIBED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP,
SECTION 87030- 2598, DATED AUGUST 01, 1996: THENCE RUN ALONG SAID BASE LINE OF N.E. 199TH STREET, N87-28' 49"E, FOR 53.97 FEET TO A POINT IN THE CENTERLINE OF SAID
N.E. 199TH STREET (AVENTURA BOULEVARD); THENCE RUN N02-31'11"W, FOR 73.00 FEET, TO THE POINT OF BEGINNING SAID POINT LYING ON THE NORTHERLY RIGHT-OF-WAY LINE OF
SAID N.E. 199TH STREET: THENCE RUN N281)5'47"W, FOR 25.54 FEET: THENCE RUN Noo"05'39W, FOR 63.84 FEET: THENCE RUN N8613'19"E, FOR 14.25 FEET: THENCE RUN S03-46'41"E,
FOR 7.20 FEET: THENCE RUN N8613'19"E FOR 17.50 FEET: THENCE RUN S03-46'41"E, FOR 44.51 FEET; THENCE RUN N8613'19"E, FOR 169.70 FEET: THENCE RUN S03-46, 41"E, FOR
23.93 FEET TO THE POINT OF CURVAlURE OF A CIRCULAR CURVE TO THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 22.00 FEET AND A CENTRAL ANGLE OF OS-08'27", FOR AN
ARC DISTANCE OF 3.13 FEET TO A POINT ON THE NORTHERLY RIGHT-Of-WAY LINE OF N.E. 199TH STREET, SAID POINT ALSO BEING ON A CIRCULAR CURVE CONCAVE TO THE NORTH,
SAID POINT BEARING Nl 01 7'50"W FROM THE CENTER OF SAID CURVE: THENCE RUN SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE RIGHT, SAID LINE BEING 73 FEET NORTH
OF AND PARALLEL WITH THE CENTERUNE OF N.E. 199TH STREET, A RADIUS OF 1,359_40 FEET AND A CENTRAL ANGLE OF 07-46'39" FOR AN ARC DISTANCE OF 184.53 FEET TO THE
POINT OF TANGENCY: THENCE RUN NS7"2S'49"E, ALONG A LINE 73 FEET NORTH OF AND PARALLEL WITH THE CENTERLINE OF SAID N.E. 199TH STREET, FOR 10.62 FEET TO THE POINT OF
BEGINNING. CONTAINING 8,373 SQUARE FEET, MORE OR LESS.
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A=184.59'
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NORTH LINE
SECTION 03-52-42
POINT OF
COMMENCEMENT
N.W. CORNER,
N.W. 1/4,
SECTION 03-52-42
N87"28' 49"E
2650.97'
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TRAFFIC
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MEDIAN
SURVEYOR'S NOTES
1. lHlS IS NOT A BOUNDARY SURVEY. lHlS IS ONLY A
SKETCH TO ACCOMPANY A LEGAL DESCRIPTION.
CERTIFICATE NOTE:
2. BEARINGS BASED ON F.D.O.T. RIGHT-Of-WAY MAP
SECTION 87030- 2598 DATED 8-1-96.
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-NOT VAUD UNLESS SEALED WITH THE SURVEYORS EMBOSSED SEAL-. We hereby certify that
the SKETCH TO ACCOMPANY A LEGAL DESCRIPllON of the property shown and described
hereon was completed under our direction on SEPTEMBER 6TH, 2000, and that said survey
is true and correct to the best of our knowledge and belief. There are no above ground
encroachments, other than those shown hereon.
CUENT NAME:
CAP. ENGINEERING CONSULTANTS, INC.
100 UlRACLE MILE CORAL aABI...ES. R.ORIDA
PRChECT NAME: CITY OF AVENTURA ENTRANCE
SKETCH TO ACCOMPANY A LEGAL DE8Crr11ON
EA8BAENT
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We further certify that this survey meets the MINIMUM TECHNICAL STANDARDS FOR SURVEYS
set forth by the FLORIDA BOARD OF LAND SURVEYORS pursuant to Section 472.027 Florida
State Statutes. NO SEARCH OF lHE PUBUC RECORDS has been made by this office.
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Loui~J. Lebron
P.LS. No. 4428
State of Florida
JOB NUMBER:
00-03-015.1
SUPERIOR CONSULTANTS INC.
ENQNEER8 - PLANNetS - SURVEYORS
L.B. 16474
4MIO aw_ 12M) AVENUE (Ue I ao5)
YAM. R. aaI55
TB..(305)882-7990 FAX(905)882-155O
DRAWN BY:
R.D_
DA 1E <F RElD WORK:
9-6-2000