1	ORDINANCE 17, 2016
2
3
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM
BEACH GARDENS, FLORIDA REGARDING APPLICATION TO
ESTABLISH THE AVENIR PLANNED COMMUNITY DEVELOPMENT
(PCD)	COMMUNITY	DEVELOPMENT	DISTRICT	(COD),
CONSISTING  OF  APPROXIMATELY	2427.5 ACRES OF LANO
LOCATED APPROXIMATELY ONE (1) MILE EAST OF PRATT-
WHITNEY	ROAD	ON	THE	NORTH	SIDE	OF	NORTHLAKE
BOULEVARD; MAKING FINDINGS OF FACT REGARDING THE
PETITION;	ESTABLISHING	AND	NAMING	THE	AVENIR
COMMUNITY	DEVELOPMENT	DISTRICT;	DESCRIBING	THE
BOUNDARIES OF THE DISTRICT; NAMING THE FIVE (5) PERSONS
DESIGNATED TO BE THE INITIAL MEMBERS OF THE BOARD OF
SUPERVISORS;  PROVIDING  CONSENT  FOR  THE EXERCISE  OF
CERTAIN   POWERS;	PROVIDING	A	CONFLICTS	CL AUSE,	A
SEVERABILITY	CLAUSE,	AND	AUTHORITY	TO	CODIFY;
PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES.
20
21
WHEREAS, the Florida Legislature enacted and amended Chapter 190•, Florida
Statutes, to provide an alternative method to finance and manage basic services for
community development; and
25
WHEREAS, a Petition (the "Petition") to establish Avenir Community Development
District (the "District") pursuant to Chapter 190, Florida Statutes, was submitted to the
City of Palm BeachGardens, Florida (the "City") by Avenir Holdings, LLC, a Florida limited
liability company, on September 27, 2016; and 30
WHEREAS, the proposed District comprises approximately two thousand four
hundred twenty-seven and one-half (2,427.5) acres, all located within the City; and 33
WHEREAS, pursuant to Section 190.005(1)(d),Florida Statutes, notice of the
public hearing on the Petition to establish the proposed District was published in the Palm
BeachPost once a week for four (4) consecutive weeks prior to the hearing; and 37
WHEREAS, the City Council held a public hearing on the Petition to establish the
District on January 5, 2017; and 40
WHEREAS, pursuant to Section 18-1(3)(a) of the City's Charter, notice of this
Ordinance was published in the Palm Beach Post at least fourteen (14) days prior to
adoption; and
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Page 1 of 4

Ordinance 17, 2016

WHEREAS, the City Council, having considered the Petition and all information
presented at the public hearing, and being fully advised and informed of the premises,
has determined that it is in the best interest of the citizens of the City to approve the
Petition to establish the District and approve this Ordinance.
5
6
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF PALM BEACH GARDENS, FLORIDA that:
9
SECTION 1.	The foregoing findings that are expressly set forth herein are
hereby adopted and made a part hereof.
12
SECTION 2.	The City Council hereby makes the following additional findings of
fact:
15
1.	The property proposed to comprise the District consists of approximately two
thousand four hundred twenty-seven and one-half (2,427.5) acres, more or
less;  lies entirely  within the boundaries  of the City;  and is generally located
as identified on the location map attached hereto as Exhibit "A". A metes and
bounds description of the external boundaries of the proposed District is set
forth in the legal description attached hereto as Exhibit "8".
22
2.	The City Council has reviewed the Petition to establish the District and found
all the statements therein to be true and correct.
25
3.	The establishment of the District is not inconsistent with any applicable
element or portion of the state comprehensive plan or the effective local
government comprehensive plan.
29
4.	The District is of sufficient size, is sufficiently compact, and is sufficiently
contiguous to be developable as one functional, interrelated community and
as an independent special district. 33
5.	The creation of the District is the best alternative available for delivering the
community development services and facilities set forth below to the area that
will be served by the District.
37
6.	The community development services and facilities of the District will be
compatible with the capacity and uses of existing City and regional
community development services and facilities.
41
7.	The area that will be served by the District is amenable to separate special
district government.
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46

Page 2 of 4

Ordinance 17, 2016

SECTION   3.	The City Council hereby grants the Petition to establish and create
a community development district that shall be known as "Avenir Community
DevelopmentDistrict".
4
SECTION 4.	The external boundaries of the District shall be as depicted on
Exhibit "A" attached hereto and described in Exhibit "B" attached hereto.
7
SECTION 5.	Pursuant to Section 190.005(2)(d), Florida Statutes, the charter for
the District shall consist of Sections 190.006 through 190.041, Florida Statutes, inclusive. 10
SECTION 6.	The five (5) persons designated to be the initial members of the
Board of Supervisorsare as follows:
13
David Serviansky
Rosa Eckstein Schechter
Eduardo Stern
E. Daniel Lopez
Virginia Cepero 19
SECTION 7.	As provided in Chapter 190, Florida Statutes, the District shall
have,  subject  to  the regulatory  jurisdiction  and  permitting  authority  of  all  applicable
governmental bodies, agencies, and districts having authority with respect to any area
included within the District, those special powers relating to public improvements and
community facilities authorized by Section 190.012, Florida Statutes.
25
SECTION 8.	The City Council hereby consents to the exercise of and grants to
the District the powers set forth in Sections 190.012(2)(a), (b) (as to installation of fire
lines and hydrants only) and (d), Florida Statutes.
29 ·
SECTION 9.	All ordinances or parts of ordinancesin conflict be and the same
are hereby repealed.
32
SECT ION 10 . In the event a court of competent jurisdiction shall hold or
determine that any part of this Ordinance is invalid or unconstitutional, the remainder of
the Ordinance shall not be affected thereby, and it will be presumed that the City Council
for the City of Palm Beach Gardens did not intend to enact such invalid or unconstituitonal
provision.	It shall further be assumed that the City Council would have adopted the
remainder of this Ordinance without said invalid and unconstitutional provision, thereby
causing said remainder to remain in full force and effect.
40
41	SECTION 11. Specific authority is hereby given to codify this Ordinance. 42
43	SECTION 12. This Ordinance shall become effective immediately upon adoption.
44
45
46
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Page 3 of 4

Ordinan ce 17, 2016

1	PASSED this/ -&- day of J::.ecem.W, 2016 , upon first reading.
2
PASSED  AND  ADOPTED  this		day of -:Jeµ	f.'.I	, 2017 , upon second and
final reading.
5

BY:

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Robert Premuros/7	ouncilmember

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Carl Woods, Counclimember

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47	\lpbgsnas\Attorney\attorney_share\ORIDNANCES\2016\Ordinance17 2016-Avenri CDD.docx
Page 4 of 4

Ordinance 17. 2016

EXHIBIT "A"

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O rdin ance 17 , 2016

EXHIBIT "B"

A PARCEL OF LAND IN SECTIONS 4, S. 9. 10, 14. 15, 18, AND 17, lOWNSHIP 42 SOUlH, RANGE 41 EAST, ANO SEC110NS 28 AND 33. lOWNSHIP 41 SOUlH , RANGE 41 EAST, QlY OF PALM BEAOf GARDENS.
PALM BEAai COUNlY, FLORIDA, MORE PARTICULARLY DESCRIBED AS F'OLLOWS:
BEGIN AT lHE NORlH QUARlER CORNER OF SAi> SECTION 1
lHENCE ALONG 'THE NORlH-SOUlH QUARlER SEC110N LINE OF SAID SECTION 14,
so2i1'18"W FOR 1582.57 FEET;
lHENCE S88'59'0•2 w FOR 1351.88 FEET:
'THENCE S04i2'40-W FOR 2951.27 FEET TO  A LINE LYING  40.00 FEET NORlH OF,  AND PARAU.El.  WllH, lHE NORlH RIGHT-OF-WAY OF NORlHLAKE BOULEVARD, ACCORDING 10 PARCEL 101, RECORDED IN OfflQAL RECORD BOOK 12173 , PAGE 5. OF lHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA;
1HENCE ALONG SAID LINE 40.00 FEET NORlH OF, AND PARAU.El. WllH, 1HE SAID NORlH RIGHT-OF-WAY, ANO ITS WESIERi.1 EXTENSION RECORDED IN OfflQAL RECORD BOOK 1229, PAGE 131 OF SAi> PUBUC RECORDS FOR lHE F'OLLOWING COURSES:
lHENCE N87"52'51•w FOR 444.48 FEET;
lHENCE N88"37'51•w FOR 200.74 FEET 10 lHE POINT OF C\JRVAl\JRE OF A CURVE CONCAVE
10 THE SOUlH, HA\1NG A RADIUS OF 11,589.18 FEET:
lHENCE WESTERLY, ALONG SAID CURVE TO lHE LEFT, lHROUGH A CENlRAL ANGl£ OF 04'28'18 FOR 902.80 FEET 10 A POINT OF TANGENCY:
THENCE 588"53'53-W FOR 187 .83 FEET:
lHENCE S88"08'5J•w FOR 783 .92 FEET:
THENCE S81S'S3'53•w FOR 1280.82 FEET;
lHENCE S88"54'02•w FOR 2453. 49 FEET TO THE WEST LINE OF lHE SOUlHWEST QUARTER OF SAID SECTION 15;

lHENCE ALONG SAID WEST LINE. N01"0S'4SE FOR 19 59.73 FEET TO lHE WEST QUARTER CORNER OF SAID SECTION 15;
lHENCE ALONG THE SOUlH LINE OF lHE NORlHEAST QUARlER OF SAID SEC110N 18, N88'34'05•w
FOR 2889.73 FEET TO lHE NORlH-SOUTii QUARTER SECTION LINE OF SAID SECTION 18;
lHENCE ALONG SAID NORlH-SOUlH QUARTER SEC'TION LINE. S00'28'50-W FOR 2011.79 FEET 10 A LINE LYING  40.00 FEET NORlH  OF,  AND PARAU.El.  WllH ,  lHE   NORlH RIGHT-OF-WAY  OF NORTHLAKE  BOULEVARD, RECORDED IN OfflQAL RECORD BOOK 1229, PAGE 125. OF SAID PUBLIC RECORDS;

lHENCE ALONG SAID LINE 40.00 FEET NORTH OF, AND PARAUB. WITH, TH£ SAID NORTH RIGHT- OF- WAY FOR THE FOLLOWING COURSES:
lHENCE N89'20'55-W FOR 2858.83 FEET:
THENCE N88"54'50-W FOR 1378.48 FEET;
THENCE N01"05'2rE FOR 253.43 FEET: lHENCE N48"48'38"'E FOR 18.91 FEET: 'THENCE N41'34'119E FOR 41. 38 FEET;	lHENCE N48'4T E FOR 38.84 FEET: THENCE S88"4TJ4.•E FOR 53.17 FEET;		lHENCE S74'45'48"E FOR 88. 39 FEET: lHENCE S81iT039E FOR 40. 54 FEET;		lHENCE S83'!58'249E FOR 82.83 FEET; lHENCE N82'28'529E FOR 87 .02 FEET;			THENCE N80'22'01•E FOR 47 .81 FEET: lHENCE N88"59'099E FOR 80 .08 FEET;			lHENCE N12i8'449E FOR 23.25 FEET; THENCE N57"54°21•E FOR 101.81 FEET;			THENCE S82'24'on FOR 25.28 FEET;
CONTINUED ON SHEET 2 OF 22

lHE	DESCRIPTION SKETCH AND THE DESCRIPTION TEXT COMPRISE THE COMPLETE LEGAL DESCRIPTION. THE LEGAL
DESCRIPTION   IS   NOT  VALID  UNLESS  BOTH   ACCOMPANY EACH	 	
OTHER.   REPRODUCTIONSOF  THIS  DOCUMENT  ARE NOT VALID	JOHN E. PHIW PS, Ill
WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL RAISED	PROFESSIONAL LAND SURVEYOR SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER	STATE OF FLORIDA No. 4826 NOTED HEREON.	DATE: 	_	
BioWN	& PHI : ;; ;:-°'';: "'"''°'"
PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTI-IORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WES T  PALM BEACH, FLORIDA	33 409
TELEPHONE  ( 561) -  615 - 3 988,	615 - 39 91 FA X	
LEGAL DESCRIPTION	
	DRA WN:	MOB	PROJ. No . 16-060	
	CHECKED:	.£P	SCALE:	NONE	
	AVENIR COD PARCEL	DAlE :	9/2 0/ 16	
		SHEET  1	OF 22	

CONTINUED FROM SHEET 1 OF 22

THENCE N59"38'08"E F'0R 152.81 FEET;
THENCE N49'59'25"E F'0R 224 . 50 FEET TO THE	OF CURVAl\JRE OF A CURVE CONCAVE TO THE YEST, HA\1NG A RADIUS OF 170.00 FEET:
THENCE NORlHERLY, Al.ONG SAID CURVE TO THE LEfT, THROUGH A CENTRAL ANGl.£ OF 84"22'14• FOR 250.33 FEET TO A POINT OF TANGENCY:
THENCE N34"22'49"W FOR 142.93 FEET:	THENCE N83'S8'24•w FOR 48.99 FEET: THENCE N78'25'20"W FOR 51.80 FEET:	lHENCE S89"40'05"W FOR 84.40 FEET; THENCE N72°40'11•w FOR 28.04 FEET;	THENCE N37'07'08"W FOR 29.0S FEET: THENCE NOOi &'55"W F'0R 58 .92 FEET:	THENCE N21"22'01"W F'0R 54.1!18 FEET: THENCE N38'44'08"W FOR 117.80 FEET;	THENCE N21"21'55"W FOR 35.72 FEET; THENCE N12"18'38"E FOR 75.75 FEET;
THENCE S815"50'31-W FOR 823.85 FEET 10 A NON-TANGENT CURVE, CONCAVE TI> THE EAST, HAVING A RADIUS Of 213.00 FEET, WHERE A RADIAL UNE BEARS NOT'23"50"W:
THENCE NORTHERLY, Al.ONG SAID CURVE TO 1HE RIGHT, 1HROUGH A CENTRAL ANGl.£ OF
185"20'15• FOR 889.00 FEET:
THENCE N55'37'11•E FOR 47.11 FEET;	THENCE N23'49'55•E FOR 18.72 FEET: THENCE N48"48'58"E FOR 44.89 FEET;		THENCE N22'09'50"E FOR 87 .82 FEET; THENCE N35"20'18"E FOR 31.78 FEET:	THENCE N47i8'27"E FOR 88.08 FEET; THENCE N21"51"20•E FOR 110.85 FEET;			THENCE N4 7"5e'51"E FOR 75.71 FEET; THENCE N41'34'04"E FOR 55.38 FEET:		THENCE S71"03'40"E FOR 25.85 FEET; THENCE S50'28'21"E FOR 23.0S FEET;		THENCE S42"13"54"E FOR 815.24 FEET: THENCE S87'39'01"E FOR 58 . 72 FEET;	THENCE N-47'28'59"E FOR 454.14 FEET; THENCE N04"59'45"W FOR 83.48 FEET;			THENCE N24"29'40"W FOR 40.70 FEET: THENCE N07"38'52"W FOR 78.38 FEET;			THENCE NOS'04'02"E FOR 54.40 FEET; THENCE N3n3"os·w FOR 22.88 FEET;		THENCE Ne&i7'14"E FOR 54 .09 FEET: THENCE N80'32'18"E FOR 35.18 FEET;	THENCE N79'08'38"E FOR 31.23 FEET; THENCE N89i7'09"E F'0R 49.85 FEET;		THENCE N89"40'05"E FOR 18.19 FEET; THENCE S35i8'38"E FOR 32..28 FEET;	THENCE S48"38'-41"E FOR 41. 7S FEET; THENCE S48"38' 42"E FOR 45.78 FEET;		THENCE S72'40'08"E FOR 78.45 FEET: THENCE S82"24'08"E FOR 47.n	FEET;		THENCE N89"40'01"E FOR 59 . 51 FEET: THENCE N74"05''48"E FOR 72.93 FEET;		lHENCE S58'33"38•E FOR 53. 73 FEET: THENCE se8,8'18"E FOR 105.80 FEET;			lHENCE S19"24'38"W FOR 31.87 FEET: THENCE S42i4'00"E FOR 37.80 FEET;		THENCE S3-4i8'12"E FOR 34.85 FEET; THENCE se8,8'21"E FOR 20.48 FEET:
THENCE S89"38'47"E FOR 229.23 FEET TI> 1HE POINT Of CURVATURE Of A CURVE CONCAVE TO THE NORTH, HA\1NG A RADIUS Of 570.00 FEET;
THENCE EASlERLY, ALONG SAID CURVE TO lHE LEfT, THROUGH A CENTRAL ANGl.£ OF 22°33'42• FOR 224 . 45 FEET:
THENCE N41'33'58"E FOR 83.97 FEET;	THENCE N8&i7'09"E F'0R 52.49 FEET; THENCE N53 "03'02"E FOR 80.27 FEET:		THENCE N41'33'49"E F'0R 71.53 FEET; THENCE N23"49'42"E FOR  42.42 FEET:		THENCE N18"59'0S"W FOR  54.18 FEET; THENCE N21"52'0S"W FOR 81.17 FEET;	THENCE N42i4'0J"W FOR 50.48 FEET; THENCE N53"03'01"W F'0R 40.09 FEET;		'THENCE N18'!51t os · w FOR 8.38 FEET: THENCE N00"20'09"W F'0R 38.35 FEET:			THENCE N12"58'04•W FOR 55.75 FEET; THENCE N34i8'1a·w FOR 17.73 FEET:	THENCE N24 "29' 43"W FOR 82.05 FEET;
THENCE N14'42'44"W FOR 79.54 FEET TO A NON-TANGENT CURVE, CONCAVE TO lHE NORTHEAST, HA\1NG A RADIUS Of 210.00 FEET, WHERE A RADIAL UNE BEARS N20'38'27"E;
THENCE NORThWESTERLY, ALONG SAID CURVE TO lHE RIGHT, lHROUGH A CENTRAL ANGl.£ OF
55"03'23" FOR 201.79 FEET;
THENCE N50'28'28-W FOR 45.87 FEET;			lHENCE N81i2'1TW FOR 81.33 FEET; THENCE N7 -4"45' 50"W FOR 48.87 FEET:			lHENCE N19"24'28"E FOR 32.28 FEET: THENCE N09"50'26"E FOR 30.49 FEET:		THENCE N20'41'54"E FOR 44.52 FEET; THENCE N14'02'38 "E FOR 48.89 FEET;		lHENCE Ne5'38'14"E F'0R 44.58 FEET; THENCE S81i7'12"E FOR 73.39 FEET:	THENCE N47"5e'35"E FOR 49.87 FEET; THENCE N41'33'53"E FOR 34.08 FEET:		lHENCE S78'22'23"E FOR 22.01 FEET;
CONTINUED ON SHEET 3 OF 22	
BioWN	&PHl	:,;;:- ;:""••-
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	fl LB 6473 1860  OLD  OKEECHOBEE ROAD.,  SUITE  509 ,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE ( 561) - 615- 3988,		615-3991 FAX	
LEGAL DESCRIPTION	
	ORA   :	MOB	PROJ. No. 16-060	
	CHECKED:	..EP	SCALE: NONE	
	AVENIR COO PARCEL	OAlE :	9/2 0/ 16	
		SHEET 2	OF 22	

CONTINUED FROM SHEET 2 Of 22
'THENCE S51i8'219E FOR 47.88 FEET TO A NON-TANGENT CURVE. CONCAVE TO THE SOUTH. HAW.O A RADIUS C1F 210.00 FEET, WHERE A RADIAL LINE BEARS S17'20'159E;
'THENCE EASTERLY. ALONG SAID C\JR\'E TO 'THE RIGHT, 'THROUGH A CENlRAL ANGLE C1F
48"..S'21" FOR 178.70 FEET;
'THENCE N90'00•009E FOR 137.JO FEET:			'THENCE N00'00'009E FOR 537.59 FEET: 'THENCE N78"54'04"W FOR 81.88 FEET;		'THENCE NB1i2'17"W FOR 23.38 FEET: 'THENCE N89'57'09"W FOR 41. 20 FEET:		'THENCE S89'39'5J"W FOR 25.18 FEET: lHENCE N81i2'1J"W FOR 81.48 FEET:	'THENCE NJ1iY10"W FOR 44...S FEET:
THENCE N89'57'11"W FOR n.99 FEET:	n£NCE S41'33'52"W FOR n.38 FEET:
'THENCE S29'48.58"W FOR 102.87 FEET:			'THENCE S10"58'28"W FOR 48.49 FEET: 'THENCE S84'07'57"W FOR 74.87 FEET:			ntENCE S51'08'33•w FOR 58.88 FEET: THENCE S1Bi5'42"W FOR 52.35 FEET:		'THENCE S..S'58'28"W FOR 39.81 FEET: 'THENCE S75"..S'14"W FOR 34.79 FEET:		'THENCE N84'48'04"W FOR 28.22 FEET: 'THENCE N42'1Y5.,-W FOR 37.SO FEET:			'THENCE NS0'28'22"W FOR 57.91 FEET: 'THENCE N88i8'18"W FOR 88.11 FEET:	'THENCE N74"..S'47"W FOR 42.98 FEET: 'THENCE Nl4i8·1n FOR 35.51 FEET:		THENCE N12'58'33"W FOR 15.09 FEET: 'THENCE N09"50'289E FOR 21.75 FEET;		'THENCE N27"57"399E FOR 84.28 FEET: 'THENCE N32'31•02•E FOR 58.10 FEET:	'THENCE NOOi9'57"W FOR 38.83 FEET; 'THENCE N23'49'359E FOR 39.84 FEET;		'THENCE NOOi9'58"W FOR 39.JO FEET; 'THENCE N18'59'0J"W FOR 82.21 FEET:		THENCE N24'29'35•w FOR 44.00 FEET: 'THENCE NJ8"00'12•w FOR 82.88 FEET;			'THENCE N81i2'07"W FOR 38.75 FEET; 'THENCE N42'1YM•w FOR 24.42 FEET:		'THENCE N59'52'00"W FOR 88.28 FEET; 'THENCE N18'59'01"W FOR 31.18 FEET:	THENCE N28°37'37"W FOR 32.32 FEET; 'THENCE NOT38'11"W FOR 51.87 FEET;	'THENCE N84'J0'42"W FOR 88.09 FEET: 'THENCE N55'01'2.,-W FOR 87.51 FEET:		'THENCE N88i8'49"W FOR 88.88 FEET: 'THENCE N78'52'32"W FOR 123.58 FEET:			'THENCE S88'23'02"W FOR 78.71 FEET: 'THENCE SJT43'00"W FOR 58.83 FEET:			'THENCE SJ1'48'54"W FOR 43.18 FEET; 'THENCE S47'08'JO"W FOR 39.89 FEET:			'THENCE 510"37'59•w FOR 43.88 FEET: 'THENCE S14'39'JY'E FOR 74.48 FEET:	'THENCE SJ2'41'239E FOR 128.59 FEET: 'THENCE S00,9'589E FOR 52.88 FEET:	'THENCE S10'J0'199E FOR 59 .29 FEET: 'THENCE S09"50'25"W FOR J0.57 FEET:			'THENCE S08'32'279E FOR 154.84 FEET: 'THENCE S00,9'589E FOR 90.53 FEET:	'THENCE S08'01'349E FOR 48.17 FEET: 'THENCE S28"58'55"W FOR 43.10 FEET:		'THENCE S49'48'28•w FOR 58.32 FEET: 'THENCE SJO'JJ'oe"W FOR 43.0J FEET;			'THENCE S48'48'5J"W FOR 39.81 FEET: THENCE S52'00'4J"W FOR 91.44 FEET:		'THENCE S38'52'19"W FOR 138.41 FEET: 'THENCE S10'58'35"W FOR 57. 39 FEET:			THENCE S10'34'08"W FOR 88.54 FEET: lHENCE S08'03'57"W FOR 70.00 FEET:			THENCE S41'33'58•w FOR 18.78 FEET: 'THENCE  $5542"W FOR  32. 70  FEET:			 THENCE  541'34'02•w FOR 17. 49 FEET: 'THENCE N88i8'oe•w FOR 28.17 FEET:		'THENCE S53'03'10"W FOR 57.n FEET: 'THENCE S41'33'5S"W FOR 85.12 FEET:	'THENCE S53'03'14"W FOR 23.05 FEET: THENCE N51i0'50"W FOR 25.82 FEET:		THENCE N10'58'359E FOR 44.79 FEET: 'THENCE N23'49.489E FOR 37 .02 FEET; 'THENCE N25'40'419E FOR 89.47 FEET; 'THENCE N08"10'219E FOR 39.92 FEET: ntENCE N18i9'059E FOR 38.88 FEET: lHENCE N14'02'48•E FOR 42.14 FEET: 'THENCE N2J'49'419E FOR 31.94 FEET: lHENCE N49' 48'28"E FOR 31.08 FEET: THENCE N12i8'359E FOR 31.78 FEET; 'THENCE N19'24'38•E FOR 87.17 FEET: 'THENCE NOOi9'57"W FOR 78.85 FEET: 'THENCE N04°37'27"W FOR 72.83 FEET; 'THENCE N20'04-'28"W FOR 93.12 FEET: 'THENCE N28"37'35"W FOR 42.25 FEET: ntENCE N24"29'38"W FOR 53.12 FEET; 'THENCE N28"37'29"W FOR 32.78 FEET: 'THENCE N18"59'08"W FOR 22.02 FEET; 'THENCE N42'1Y4.,-W FOR 38.82 FEET: 'THENCE N72'40'02"W FOR 48.82 FEET; 'THENCE N81i7'oa"W FOR 42.39 FEET: THENCE S89'40'0J"W FOR S0.90 FEET: 'THENCE S89'40'09"W FOR 45.48 FEET: 'THENCE S80'37't8•w FOR 38.84 FEET: 'THENCE N50'28'18•w FOR 125.08 FEET: 'THENCE S79'08'44"W FOR 49.04 FEET: 'THENCE 580'32'1J"W FOR 25.85 FEET: 'THENCE S75'..S'2S•w FOR 51.44 FEET: 'THENCE S55'53'47"W FOR 39.24 FEET: 'THENCE 5..s'58'32"W FOR 58.18 FEET: 'THENCE S30'33'15"W FOR 43.33 FEET; 'THENCE S41'34'00"W FOR 72.59 FEET:

CONTINUED ON SHEET 4 OF 22	
SioWN &	PHl ;t :;.nn,,oon
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD.. SUITE 509 ,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE  {561)-615-3988,		615-3991 FAX	
LEGAL DESCRIPTION	
	DRAVIN: MOB	PROJ. No. 16-060	
	CHECKED:	.EP	SCALE:	NONE	
	AVENIR CDD PARCEL	DAlE: - 9/20/16	
		SHEET   3	OF 22	

CONTINUED FROM SHEET 3 OF 22
lHENCE $38"34'25-W FOR n.47 FEET;		THENCE 1TW FOR 21.09 FEET; 'THENCE N58'33'3!5'"W FOR 25.80 FEET;		'THENCE N79"48'2TW FOR 44.11 FEET: 'THENCE S80"03"10"W FOR 40.08 FEET;	'THENCE N50"3T10'"W FOR 79.29 FEET; 'THENCE S77'08'13"W FOR 38 .50 FEET:	'THENCE N83"58'18'"W FOR 42.58 FEET: 'THENCE N48°38'29'"W FOR 23.11 FEET:	'THENCE N24"29'29'"W FOR 27.74 FEET; 'THENCE N53"42'58"W FOR 44.54 FEET;		'THENCE N42"13'42'"W FOR 54.83 FEET: 'THENCE N79"48'29'"W FOR 78.43 FEET;		'THENCE N53'42'58"W FOR 13.90 FEET; lHENCE N81i1'5TW FOR 47 .99 FEET:	'THENCE S79"08'44'"W FOR 84.78 FEET:
'THENCE N89"5T02'"W FOR 4.12 FEET:	'THENCE N00"45'13"E FOR 408.07 FEET:
'THENCE N53'23'3TW FOR 30.82 FEET:	THENCE N01i 8'  44"E  FOR 405.48 FEET:
'THENCE N90'00'00"W FOR 500.54 FEET TO lHE WEST LINE OF lHE EAST ONE-HALF OF SAID SECTION 1%
'THENCE ALONG SAID WEST LINE. N01'28'48"E FOR 180.05 FEET; 'THENCE N90"00'00•E FOR 100.48 FEET:
lHENCE N01'30'51"E FOR 2211.N FEET; 'THENCE N40"12'41"E FOR 37. 09 FEET:
'THENCE N02"11'38"E FOR 1085.N FEET TO lHE PONT OF CURVATURE OF A CURVE CONCA\£ TO lHE SOUlHEAST, HA'JING A RADIUS OF 500.00 FEET:
'THENCE NORlHEASTERLY, ALONG SAID CUR\£ TO lHE RIGHT, 'THROUGH A CENlRAL ANGLE OF 54'23°18• FOR 474.82 FEET TO A PONT OF REVERSE CURVATURE WITH A CUR\£ CONCA\£ TO lHE NORTHYEST, HAVING A RADIUS OF 1J00.73 FEET;
'THENCE NORlHEASTERLY, ALONG SAID CURVE TO lHE LEFT, 'THROUGH A CENTRAL ANGLE OF 24'3!5'5•8 FOR  5!58.45 FEET TO A PONT OF REVERSE  CURVATURE  WllH  A CUR\£ CONCA\£  TO lHE  SOUTHEAST, HA\1NG A RADIUS OF J00 .52 FEET;
lHENCE NORlHEASTERLY, ALONG SAID CURVE TO lHE RIGHT, 'THROUGH A CENTRAL ANGLE OF 57"23'4•1 FOR J00.00 FEET TO A PONT OF TANGENCY;
THENCE N88"22'39•E FOR 73.38 FEET TO lHE PONT OF CURVATURE OF A CUR\£ CONCA\£ TO lHE SOUlHWEST, HA"1NG A RADIUS OF 300.00 FEET:
'THENCE SOUlHEASTERLY, ALONG SAID CURVE TO lHE RIGHT, lHROUGH A CENTRAL ANGLE OF
48'02'21• FOR 241.08 FEET TO A PONT OF TANGENCY;
'THENCE S44'3!5'oo•E FOR 344.48 FEET TO lHE PONT OF aJRVATURE OF A CUR\£ CONCA\£ TO lHE NORlHEAST, HA'JING A RADIUS OF 325.00 FEET;
'THENCE SOUlHEASTERLY, ALONG SAID CUR\£ TO lHE LEFT, THROUGH A CENTRAL ANGLE OF
3!5' 45'	FOR  202.88 FEET TO A POINT OF TANGENCY;
'THENCE S80'20'5?9E FOR 159 .78 FEET TO THE PONT OF CURVATURE OF A CURVE CONCA\£ TO lHE NORlHHWEST, HA\1NG A RADIUS OF 500.00 FEET:
'THENCE NORTHEASTERLY, ALONG SAID CURVE TO lHE LEFT, lHROUGH A CENTRAL ANGLE OF
40'03'4r FOR 348.82 FEET TO A PONT OF TANGENCY;
'THENCE N59'3!5'18"E FOR 552.45 FEET TO THE PONT OF CURVATURE OF A CURVE CONCA\£ TO lHE SOUTHEAST, HA\1NG A RADIUS OF 500.00 FEET;
'THENCE NORlHEASTERLY, ALONG SAID CURVE TO lHE RIGHT, 'THROUGH A CENlRAL ANGLE OF
30"53' FOR 289 . 85 FEET TO A PONT OF TANGENCY;
'THENCE S89'30'4rE FOR 4n.59 FEET TO THE PONT OF CURVATURE OF A CUR\£ CONCA\£ TO 1HE SOUlHWEST, HAVING A RADIUS OF 500.00 FEET;
'THENCE SOUTHEASTERLY, ALONG SAID CURVE TO lHE RIGHT, lHROUGH A CENlRAL ANGLE OF
3!5'20'02• FOR 308.3!5 FEET TO A POINT OF TANGENCY:
'THENCE S54i0'45"E FOR 79 .97 FEET TO THE PONT OF CURVATURE OF A CURVE CONCA\£ TO lHE NORlH EAST, HA\1NG A RADIUS OF 500 .00 FEET;
'THENCE SOUlHEASTERLY, ALONG SAID CURVE TO lHE LEFT, 'THROUGH A CENTRAL ANGLE OF
39i1'2?9 FOR 342.00 FEET TO A PONT OF TANGENCY;
'THENCE N88"37'48"E FOR 87.83 FEET TO lHE PaNT OF CURVATURE OF A aJR\£ CONCA\£ TO THE SOUlHWEST, HA\1NG A RADIUS OF 500.00 FEET;
'THENCE SOUlHEASTERlY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 38'40'48" FOR 337.55 FEET TO A PONT OF REVERSE CURVATURE WllH A aJR\£ CONCA\£ TO lHE NORlH , HAVING A RADIUS OF 500.00 FEET;
'THENCE SOUlHEASTERlY, ALONG SAID CURVE TO lHE LEFT, THROUGH A CENTRAL ANGLE OF e5'43'0?9 FOR 488.24 FEET TO A PONT OF TANGENCY;
'THENCE N8 9"3!5' 29 "E FOR 981.70 FEET TO lHE PONT OF CURVATURE OF A CURVE CONCA\£ TO lHE NORlHWEST, HAVING A RADIUS OF 500.00 FEET;

CONTINUED ON SHEET  5  OF 22	
ElioYtN	;0  ;,- ;, :m
&	PH l
PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTHORIZAll ON	I/ LB 647 3 18 6 0 OLD OKEECHOBEE ROAD., SUITE 50 9,
WEST  PALM BEACH, FLORIDA	3 34 09
TELEPHONE ( 5 61) - 615 - 3988,	615 - 39 91 FAX	
LEGAL DESCRIPTION	
	DRAv.N:	MOB	PROJ. No. 16- 060	
	CHECKED:	.£P	SCALE:	NONE	
	AVENIR COD PARCEL	DATE:	9 / 20/ 16	
		SHEET   4	OF 22	

CONTINUED FROM SHEET 4 OF 22

lHENCE NORTHEASTERLY, ALONG SAi> CURVE 10 THE RIGHT, lHROUGH A CENTRAL ANGLE OF 55 46• FOR 488.51 FEET 10 A PQNT OF TANGENCY;
lHENCE N90"00'00"E FOR 132.99 FEET 10 lHE PC..T OF CURVATURE OF A CURVE CONCAVE
10 THE SOUTHWEST, HAVING A RADIUS OF 1000.00 FEET:
lHENCE SOUTHEASTERLY, ALONG SAID CURVE 10 Tt£ RIGHT, THROUGH A CENTRAL ANGLE OF 2Ji2'01• FOR 404..92 FEET 10 A PQNT OF TANGENCY;
lHENCE se&•4'f58"E FOR 2n.48 FEET 10 THE PaNT OF CURVATURE OF A CURVE CONCAVE
10 THE SOUTHWEST, HAVWG A RADIUS OF 1000.00 FEET;
THENCE SOUTHEASTERLY, ALONG SAID CURVE 10 THE RIGHT, THROUGH A CENTRAL ANGlE OF
24"09'28" FOR 421.83 FEET TO A PQNT OF TANGENCY; THENCE S42'38'31"E FOR 5!59.JS FEET;
THENCE S43'20'53"E FOR 198.83 FEET;
THENCE sns,e'WE FOR 1804.71 FEET 10 A NON-TANGENT CURVE CONCAVE 10 THE SOUTH,
HAVWG A RADIUS OF 2317.98 FEET, '1lff£RE A RADIAL LINE BEARS S04'2'f38"E; THENCE EASTERLY, ALONG SAi) CURVE 10 lHE RIGHT, THROUGH A CENTRAL ANGLE OF 08'2'f039 FOR 280.97 FEET;
THENCE S81i2'40"E FOR 25.48 FEET; lHENCE N75"44'35"E FOR 57 . 20 FEET;
lHENCE N89"39'2J"E FOR 24.13 FEET TO A NON-TANGENT CURVE CONCAVE 10 THE SOUlHWEST, HAVING A RADIUS OF 1!SOO.OO FEET, w-lERE A RADIAL LINE BEARS S02'S9'JrW:
THENCE SOUTHEASTERLY, ALONG SAID CURVE 10 THE RIGHT, THROUGH A CENTRAL ANGlE OF 54"33'00- FOR 1428.12 FEET 10 A POINT OF REVERSE CURVATURE Yl1TH A CURVE CONCAVE 10 THE NOR11£AST, HAVING A RADIUS OF !S00.00 FEET:
lHENCE SOUTHEASTERLY, ALONG SAID CURVE 10 THE LEFT, THROUGH A CENlRAL ANGLE OF 27'58'339 FOR 244.13 FEET 10 A PQNT Of' REVERSE CURVATURE Yl1TH A CURVE CONCAVE 10 'THE YIEST, HAVING A RADIUS OF 220.00 FEET;
lHENCE SOUTHERLY, ALONG SAID CURVE 10 THE RIGHT, THROUGH A CENTRAL ANCl.£ OF 78'37'209 FOR 358.78 FEET 10 A POINT OF REVERSE CURVAl\JRE Yl1TH A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 570.00 FEET;
'THENCE SOUTHEASTERLY, ALONG SAID CURVE 10 THE LEFT, THROUGH A CENlRAL ANGLE OF 89'25'11• FOR 889.58 FEET 10 A PQNT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO 1HE SOUTHYIEST, HAVING A RADIUS OF 1000.00 FEET;
THENCE SOUTHEASTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGlE OF 21'5'fJ1•
FOR 383.25 FEET 10 A PQNT OF TANGENCY; THENCE S48i8'18"E FOR 8S0.43 FEET; THENCE N89i3'489E FOR 241.57 FEET; THENCE S88i9'04"E FOR !57.84 FEET; lHENCE N!58'55'1S-E FOR 47.44 FEET;
'THENCE N89i l' ♦a- E FOR 491.43 FEET 10 THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE ALONC SAi> EAST LINE. S00'48'12"E FOR 1137.24 FEET 10 THE NOR11i LINE OF THE WEST ONE-HALF OF SAi) SECTION 14;
11iENCE ALONC SAID NORTH LI£. N88"59'02"E FOR 2288.22 FEET 10 THE POINT Of' BEGINNING.
CONTAINING 2427.!5 A	MORE OR LESS.

BEARING BASIS: so2,1'1a·w (GRID) ALONG THE NORlH-SOUTH QUARTER SECTION LINE Of' SECTION 14, TO\\t<ISHIP 42 SOUTH, RANGE 41 EAST.

ABBREVIATlONS:
RPB - ROAD PL.AT BOOK
ORB - OFFICIAL RECORD BOOK
PG. - PAGE
R/W - RIGHT-OF-WAY
t - CENTERLINE SEC. - SECTION R - RADIUS
- CENTRAL ANGLE
A - ARC LENGTH	
ERoWN &  PH1:	,;t •:; '" -
PROFEss10NAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE  (561)-615-3988,		615-3991 FAX	
LEGAL DESCRIPTION	
	DRAWN:	MOB	PROJ. No. 16-060	
	CHECKED:	..EP	SCALE:	NONE	
	AVENIR COD PARCEL	DA'TE:	9/20/16	
		SHEET  5	OF 22	

SEE SHEET 18 OF 22

SEC1ICli 10/42/41

0

SEC'IICli 15/42/4. 1 SEC'IDf
caHR-

SEC11C1i 11/42/41	N88'59102"E 2266.22'
SEC11C1i 14/42/41 NORTH lJIE If' 1t£ IEST 1/2 If' SEC1ICli 14/42/41	P.0.8.
NORTH 1/4 caHR
If' SEC1ICli 14/42/41

I
WEST 1/2 OF SECTION 14/42/41
I
I
I	PNWilL Of 1t£ NORTH lJIE If' 1t£ I. 1/2 If' SEC. 14
S88'59'02"W 1351.88'
I	llfll.ATTED - <RI 24883 PIA: 1718
I
N
I
I
I

I

SEE SHEET 7 OF 22

0	200	400
!	I	1
SCALE:  1•	=  400'

800	I
i

Sio\lvf-l	&PHI : ,;:	•;: "' "'"
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	Of	AUTHORIZATION	fl LB 6473 1860 OLD OKEECHOBEE ROAD,. SUITE 509,

SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
(THIS SKETCH IS NOT A SURVEY)
DRAWN:  MDB	PROJ.  No.    16-060
CHECKED:	.EP	SCALE:    1"   •   400'

WEST PALM BEACH, FLORIDA	33409 TELEPHONE   (561)-615-3988,		615-3991 FAX

AVENIR
COD PARCEL

DATE: 9/20/16
SHEET   6	OF 22

-
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5,04 2',w-w 2951.21
llflLATIED - OIi 24883 PAGE 1718	
BioWN &	PHl : ;;:,._..:	Dll>o<orn
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE (561) - 615- 39 88,		615-3991 FAX	SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
(THIS SKETCH IS NOT A SURVEY)	
	DRA\tt1\I: MOB	PROJ.    No.    16-060
CHECKED: .EP	SCALE:    •1      -  400'
AVENIR	DA1E:	9/20/16
COD PARCEL	SHEET 7	OF 22	

SEE  SHEET 9  OF 22

S.E. 1/4	SECTION 18/42/41		
.

I I
\	_	..	-	-r,  r-   -	-	-:   =-  :-="""=-:	N 01'06' 4J"E1  9.9573'	- -	-	-	-	....,II.--	.  .  _
IEST LIE CF 11£ S.1.1/4 CF SEC1DI 15/42/41	W.1/4 CU11R
E.15/42/41
SECTION 1f'/42/41

I
7s
l0
i- •N	!
ill	i
i-	.-U.,I
i	...
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0	200	400	800
-	1	l	I	I
I.	SCALE:  1•	=  400'
f?!l SEE SHEET 7 OF 22	
Bio & PHl	;:.:.,•; :m -
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTI-IORIZATlON	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE (56 1)- 615- 3988 ,		615-3991 .FAX	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(IBIS SKETCH IS NOT A SURVEY)	
	DRAWN:	MOB	PROJ. No. 16-060	
	CHECKED:	..EP	SCALE: 1• • 400'	
	AVENIR
COD PARCEL	DAlE: 9/20/16	
		SHEET  8	OF 22	

[

		--4ff	SEE SHEET 1D OF 22

S.W. 1/4 SECTION 18/42/41	
. 		.  .-	.  . j-=.--1.... 	£AST LIE   fF....1.,1;£ S,..W,...;1../;4;;(;F....S,_E,;C,..D..,_1,8;,/,4.,2,./;4,.1...C.,N;,-"s"-1,/4.;; SE,;;C;,;Q,,,;I;.;K;,;l;.  
S00'26'SO-W 2011.79'

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 	SCALE:  1•	=  400'  	-	I Sil	i
OI	-i	I	-
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:!:

S.E. 1/4 SECTION 18/42/41

,.   . ._	..   -	-., r- -	-	----:=	N01'06'4J;E".,;9;15:9;.7S	-	-	-	-	-	--e..-....	..	_	
		IEST LIE fF 1t£ S.W.1/4 fF SECQ 15/42/41	W.1/4 caNR
SEC.15/4Z/41
SECTION 15/42/41
SEE SHEET 8 OF 22	
BioWN	&PHl I;;:	-; '"''"
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTI-iORIZA TION	II LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE   (561)-615-3988,		615-3991 FAX	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(THIS SKETCH IS NOT A SURVEY)	
	DRAVtt-l: MOB	PROJ. No.	16-060 CHECKED:  .EP	SCAJ...£: 1• • 400'
AVENIR	DAlE:	9/ 20/ 16
COD PARCEL	SHEET   9	OF 22	

N	

SECTION 18/42/41		0

1	200	400	BOO
I	!	I
SCALE:  1•	=  400 '	;
I
::;:	

. ......
/8
t!J
I vi	

N89'20'55"W 2656.83'	

S.W. 1/4		' -co	I'
l!s s
-	a
ii
uS
l!s
SECTION 18/42/41
§	

·       ·        -	·      ·         -	·       ·        -	· · -	

· · -		I. NCR1H R/1
(CHI 1229 PNE. 125)

BOULEVARD    I
NORTHLAKE

·     ·       -	·      ·       -	·      ·	,	_	_L	,,	
SioYtN &	PHl:;;;:-,;	"' -
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	II LB  6473 1860 OLD OKEECHOBEE ROAD., SUITE 509 ,
WEST PALM BEACH, FLORIDA	33409
TELEPHONE (561)-615-3988,	615-3991 FAX	SKETCH TO ACCOMPANY	
	LEGAL DESCRIPTION	
	(THIS SKETCH IS NOT A SURVEY)	
	ORA""":	MOB	PR OJ. No. 16-060	
	CHECKED:     .EP	SCALE:    1•	•   400'	
	AVENIR	DATE:	9/20/16	
	COD PARCEL	SHEET 10	OF 22	

-

0	200	400	800	SEE SHEET 12 OF 22
1	1	1	1
SCALE:  1•	=  400'
N

LB7 L66
b=22'33'42"
A• 224.45'
R-570.00'

b=185'20'1s· A=689.00' R•213.00'
 	l27		SECll 17/42/41	SECll 16/42/41

SECll 17/42/41

0--

N88'54'5<t W 1378.46'	H89'20'55"W  2656.83'	
R	R/1(ca 1221 PM£ 125) f
NORTHLAKE  BOULEVARD	
ERoWN	& PH1:	, ;	;::""=
PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTHORIZATION	II LB 6473 1860  OLD  OKEECHOBEE  ROAD.,  SUITE  509, WEST PALM BEACH, FLORIDA	33409
TELEPHONE (561)-615-3988,	615-3991 FAX	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY	
	DRAY,t.l: MOB	PROJ. No.	16-060
CHECKED:    .EP 	SCALE:	1•	•     400'
AVENIR	DAlE: 9 20 16
coo PARCEL	SHEET 11 OF 22	

N

0	200	400	800
1	·	I
SCALE:  1•	=  400'   '

L135
L137	L134
L138	L133	•
L139	L132 	J_Elllll	SECTDt 1/42/41
SECn(IC 1/42/41 _	..	-	. L131	TCCRER	SEcntN 18/42/41
L140
-	· · -	 17/42/41	L129
L1Z7
125

148
L149 L150
L151 L152
L153
L154

b:48"45'21"
A•178.70'
L159	R-210.00'
L160	Im
L161
L162	L79
163	L78
L164	Ln
l76 l75 L74
SEE  SHEET 11  OF 2.2	
SioYIN &	PHl	;l	t	"'	"'" a,
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE   (561)-615-3988,		615-3991 FAX	SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY	
	DRAv,t.j:  MOB	PROJ.  No.   16-060
CHECKED:  .EP	SCAU::    •1       •  400'
AVENIR	DATE:	9 20  16
COD PARCEL	SHEET  12	OF 22	

N	SEE SHEET 14 OF 22

:,;:

ID
0	200	400	800	1,!
1	I	I	!	♦

SCALE:  1•	=  400'	'	l!J
F=	ii
u
t,t
..	l!J	EAST 1/2 SECTION 8/42/41
;	i
N90'00'00
100.49'

N01'"28'4oE
160.05'	500.64'
N90'00'00"W

. -	· · --	· · --
.-- . . -- . . .--- · ·	
. -- ·  ·  --- ·  · --· ·

.N...	
BioWN &	PHl	:,;t ·;:, p Dll oun
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTI-lORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE   (561)- 615- 3988,		615-3991 FAX	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
11-ilS SKETCH IS NOT A SURVEY	
	DRAWN: MOB	PROJ.   No.     16-060
CHECKED:    ..EP	SCALE:    1•	-    400'
AVENIR	DATE: 9 20 16
COD PARCEL	SHEET  13	OF 22	

EAST 1/2 SECTION 5/42/41
N89'22'39"E	&=46"02'21"
SECTION 5	&=57"2J'41"	73.36'	A=241.06'

EAST 1/2	SECTION 5/42/41

..  -	.  .	-----.1---SECTION8.    .	-,;;J00.52'-	· ·-
R=-300.00'

-	-...·.t

300.00'---  · · -	· · -	· · -	· ·

I
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;:

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EAST 1/2 SEC110N 8/42/41

N

BioWN

SEE SHEET 13 OF 22
&	PHl :,;t•"; ;.mo,,om

O	200	400	800
1	i	I	1
SCALE:  1•	= 400'

SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY

PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTHORIZATION	fl LB 6473

DRAYtt-l:	MOB	PROJ. No. 16-060

1860 OLD OKEECHOBEE ROAD., SUITE 509,

CHECKED:	.£P	SCALE: •1 • 400'

WEST PALM BEACH, FLORIDA	33409
TELEPHONE (561)-615-3988,	615-3991 FAX

AVENIR	DAlE:	9 20 16
CDD PARCEL	SHEET   14	OF 22

SEE  SHEET 14  OF 22

.,,. If l
.. _	..	_	..	_	..	EAS_T1.(2     SEC   8/42(4  _	.i	' ..-- .._ .._ .. _	.
SECTION 9/42/41	V}._'!\

 	..
N
0	200	 400		800 
I	i	I	I
SCALE: 1" = 400'
Bio	P,Hl:	;: ,-: ., -	SKETCH TO ACCOMPANY	

&
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	II LB 6473 1860 OLD OKEECHOBEE ROAD,. SUITE 509,
WEST PALM BEACH, FLORIDA	33409
TELEPHONE ( 5 61) - 615- 3 988 ,	615-3991 FAX	
LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY	
	DRAWN:	MOB	PROJ. No. 16-060 CHECKED:   .£P	SCALE:	1• • 400'
AVENIR	DA1E:	9 20 16
COD PARCEL	SHEET  1s	OF 22	

SEE  SHEET  15 OF 22	_.
N
0	200	 400		800 
\i	i 	i	: · i = 400' '
SCALE   1	

S.E. 1/4 SECD 4/42/41
..	-	..	 	,...._ 	-	-
II EAST LIE CF 11£ SE.1/4 CF SB:1Dt 4/42/41
SECD 3/42/41

SEE SHEET 17 OF 22	
SioWN &	PHl:;;t•";:;.'"'••-
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	II LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST  PALM BEACH, FLORIDA	33409
TELEPHONE ( 561) - 615 - 3988,	615-3991 FAX	SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY	
	DRAVtN:	MDB	PR0J.  No.      16-060
CHECKED:  JEP	SCAI..£:   1•  -  400'
AVENIR	DATE: 9 20 16
COD PARCEL	SHEET 16 OF 22	

;:	0	200     400	800
1$	!	 	!	I	!
SCALE:  1•	=  400'

t...
i

1!
-
l!J

i

;:	N
';::;-
i

aRIR

--	10/42/41-

SEC1Dt	S£C1013/42/41		- -
.	. .	!£C1l(lt

<'I
('I

.c.o.

.C.l.0

05	Iw-
w	56112'40"E	mw

,,

}If

,,

•••
11

25.48'  	

R=2317.98'
ls-6'2103"
\A=260.91

.

1	iii

111
I

Silo &  PHl	;;t••;m:;. oom
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE  (561)-615-3988,		615-3991 FAX	SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS SKETCH IS NOT A SURVEY	
	DRAv.t,1:  MOB	PROJ. No. 16- 060 CHECKED:  .EP	SCAL.£: 1• • 400'
AVENIR	DAlE:	9 20 16
COD PARCEL	SHEET 17 OF 22	

N					

N8913'48"E	N89,3'48"E 491.4J'
N58'?i5'1B"E	•
S66i9'04"E	47.44'
57.84'	"5!'

SEC10t 10/42/41	

0	200	400	

800					
1	1

SCALE:  1•	=  400'	1					
'	· · -	· · -	· · -	· · -	-	· · -	· · ­	-	. .	!£Cll00f1  5/   42/4-1	
aJNR.	
Bio & PHl	;, ;,-; ""••-
PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTHORIZATION	# LB 64 73
1860 OLD OKEECHOBEE ROAD., SUl1£ 509, WEST PALM BEACH, FLORIDA	33409 TELEPHONE  {561)-615-3988,		615-3991 FAX	SKETCH TO ACCOMPANY	
	LEGAL DESCRIPTION	
	THIS SKETCH IS NOT A SURVEY	
	DRAVttol: MDB	PROJ. No.	16-060	
	CHECKED: .£P 	SCALE: •1	400'	
	AVENIR	DATE:	9 	20 16	
	COD PARCEL	SHEET 18	OF 22	

LIE I	

EARING	IISTNU:
N22'm'50"E  rn.rt
N35'20'1e"'E     -31.-78"
N4n8'27"'E
N21"51'20"'E  11 o.m'
N47'51'51"E  75..71'
N41'34'04"E   55.38'
571'0.T40"E  25.85'
5'0'28'21"E   WII'
S42'13'54"E  115.24'
Sl7"38'01"E   58.72'
N47'21'58"E 454.14'
N04'58'4n 83.48' N24'29'4Cnr 40.7lt NOT38'5n 7B.J8' ID1>4'02"E 54.40' N311l'Oll"W 22.M' N118"1114"E    54.08'
NII0"32'1e"E	35.18'
N7rm'J8"E	31.21
Nll81108"E	4Ul5'
..-40'05"E 18.11' S3518'31"E 'l2.26 548'38"41"'E  41.71'
S48"ll'42"E  45.71'
S72"40'08"'E   711.45"
S82'24'0n:   47.Tf
..-40'01"[     51.51'
N741J5'48"E  72.93'
SM"J3"38"E  53.73'
SIS'le'18"E  108.80'	

I.IE'	

EARING	IISTNU:
S19'24'38"1 31.f7' S42'14'00"E 'SIJJI SJ411'12"E  JU 5'
SIS'l11'21"'E  20.48'
S118'31'47"E    221.23"
N41"3.158"'E  83.17'
NW11m"E   52.48'
N5.T()3'02"[    80.27'
N41"3.148"E   71.53'
N23"41'42"E  42.42'
Nlr.i8'0rl 54.18' N21'52'08"W St.11 N42'14'Dn !I0.48' N5.T03'0l"W   40.08'
Nlr.i8'0rl	IJ8'
N00'20'0n	JI.J5'
Nl2'58'04"'W	55.75°
NJ♦i n n 17.73' N24'29'43"W 112.m' Nl4•42'44"W    19.54'
N!50'2S'28"W	45.87'
N8112'17"'W	11.33'

N74'45'50"W     4U-7' Nl9'24'28"E  32.21'
NOl'S0'28"E
N20'41'54"E	44.52'
NI4'1rt38"E	48.81'
N85'38'14"E 44.51' S811112"E 7J:!II N47V35"E 4Uf		
LJ1		Ll1			
1.32		1.12			
LJ3		w			
lJ4		1M			
LJ5		1.85			
LS		l.81			
lJ7		Ll7			
lJB		l.18			
IJ9		Ul8			
L40		L70			
L41		L71			
L42		L72			
L43		L73			
L44		L74			
L45		L75			
L41		L71			
L47		L77			
1.48		L71			
L48		L79			
L50		LIO			
l.51		L81			
L52		1.12			
L5J		1.83			
l.54		1M			
l!5		1.85			
1.58		LIii			
L57		l.87			
1.58		L88			
l.58 l.80		.U.l,8			
ERoWN	E- MoTI: l n f oObrown- ph Tlil ps .c om
&	PHILLIPS,	INC.
PROFESSIONAL		SURVEYING		SERVICES CERTIFICATE	OF	AUTHORIZATION	# LB  6473 1860 OLD OKEECHOBEE ROAD., SUITE 509,
WEST  PALM BEACH, FLORIDA	33409
TELEPHONE  (561)- 615- 3988,	615- 3991 FAX	DIMENSION
LINE TABLE	
	DRAv.,j:	MOB	PR OJ. No. 16- 060	
	CHECKED:	.£P	SCALE:	NONE	
	AVENIR
COD PARCEL	DAlE :	9/2 0/ 16	
		SHEET  19	OF	22	

I.IE TAIi£	
LIE I	EARING	IISTNU:	
Lt	NW48'3B"E	18.11'	
L2	N41'34'11"E	41.38'	
lJ	N48"4103"E	38.84'	
L♦	S81"4134"'E	531. 1	
L5	S74•45"48"E	118.31'	
l.8	S811103"E	40.54'	
L7	S83V24"'E	12.&r	
l.8	Nl2"2B'52"E	rn.Jrt	
LI	N80'22'0l"'E	47.81'	
LtO	NIISS'08"E	80.DI'	
L11	Nl2'18'44"'E	2l.25'	
L12	N57'54'2t"E	10l.81'	
L1J	S82'24'02"E	25.28'	
Lt♦	NSrJe'Oll"'E	152.81'	
L15	N48'58'25"'E	224.50'	
us	NJ4"22'48"W	142.93'	
Lt7	NBJ'S8'24"W	48.18"	
L18	N78"25'20"W	51.m'	
Ltt	S88'40'05"W	84.40'	
L20	N72'40'11"W	2ll04'	
L2t	N37"01on	29.oe'	
L22	tll0'19'55"W	5U2'	
L2J	N21"22'01"W	54.aa"	
L24	N38'44'0nr	117I.IO'	
l.25	N21'2t'm"W	35.72'	
1.21	NI2'18'3B"E	75..r./	
L27	S85'S0'31"W	821115'	
L28	N55"3111"'E	47.11'	
1.29	N23'48'56"E	11.72'	
lJO	NW4e'Se"E	44.89'	

....	
BioWN	E- Moft: lnf oGbro wn- phllllps.com
&	PHILLIPS,	INC.
PROFESSIONAL		SURVEYING		SERVICES CERTlFICATE	OF	AUlHORIZA TlON	# LB 6 473 1860 OLD OKEECHOBEE ROAD., SUITE 509 ,
WEST PALM BEACH, FLORIDA	33409 TELEPHONE (561) - 615- 3988 ,		615 - 3991 FAX	DIMENSION
LINE TABLE	
	DRAv.t-l:	MOB	PROJ. No.	16-060	
	CHECKED:	.£P	SCALE:	NONE	
	AVENIR
CDD PARCEL	DAlE: 9/2 0 / 16	
		SHEET  20	OF 22	

lN.: TAil£	
lN.:'	BEARINC	IISTNU	
lJ1	N41"33'5n	34JII'	
1.92	S79'2t2J"E	22.01'	
w	55n8'21"E	4716	
UM	NIIO'OO'OO"E	137.!II	
L.95	NOD"IXJ'OO"E	mst	
UIS	N78'54'04-W	11•	
lJ7	N81i2'17"'W	2lJ8'	
ue	NefffOl"I	41.20'	
lJ9	Sll8'3l'5.1"W	25.11'	
L100	N81it139W	11.48'	
L101	Nl1i110"W	44.46'	
L102	N88"5T11-W	7n1..1f.-1	
L1Q3	541'33'52-w		
LUM	S29'48'5n	102.87'	
L105	s,m;e-2&9W	41.41'	
L108	S84'07'57"'W	7U'f	
L107	551'08'3.1-w	!58.81'	
LUii	518'1142"1	52.36'	
L108		la.81'	
L110	575"45°14-W	34.79'	
L111	N84'48'04-W	28.22'	
L112	N42'13'57"W	37.!II	
L113	N50'28'22"'1	fi7.t1'	
L114	N11nt1n	& 11'	
L115	N74'46'47"'W		
L118	N34itl8"W	315.51'	
L117	N12'58'3.TW	15.08'	
L118	N08"50'2S"E	21.75'	
L11t	N27'57'38"E	M.21'	
UZI	N32'31'02"E	58.10'	

lN.:'	BEARINC	IISTNU	
L121	NOO"ltsrw	38.13'	
L122	N23"48'35"E	lll.84'	
L123	NOO"l9'58"1	».JO'	
L124	N18S'Dn	12.21'	
L125	N24'29'35-w	44.00'	
L12S	ICl"00'1rl	82.88'	
L127	N81i2'07"W	38.75'	
L128	N42'13'549W	24.42'	
L12t	N5n2'00"W	88.215'	
L130	N18S'OI-W	31.11'	
L131	N2837'3rw	32.32'	
L132	NOT38'11-W	51.87'	
L13.1	NM°J0'42"W	81.oe'	
L134	N55"01'7rl	17.51'	
L13!5	Nlln8'48"W		
L1l8	N78'S2'3nr	123.51'	
L137	sen102"W	78.71'	
L138	S37'43'00"W	!5U3'	
L138	531'48'54-W	43.11'	
L140	S47'08'Jcnr	YUi/	
L141	S10'37'5nr	43.88'	
L142	S14'31rl3"E	74.48'	
L143	S32'41'2l"E	128.!18'	
L144	SOO,t'58"E		
L146	S10'30'19"E	51.29'	
L148	sor.i0'259W		
L147	S08"32"27"E	154.84'	
L148	SOO,t'58"E	IIG..53'	
L148	S08'01'34"E	41.17'	
L1!50	S28'58'55-w	43.10'	

lN.:	'	BEARINC	IISTNU	
L151	541'48'21-W	58.32'	
L152	S30'3108"W	43.03'	
L153
L154	548"48'5.n
552'00'43"W	la.81'
91.44'	
L155	S38'52'1t-w	131.41'	
L158	s,m;e-n	S1.YI	
L157	S10"34'08"W	118.54'	
L158	SIIS"03'rirw	70.00'	
L1!18	S41'33'58"W	1a.11S'	
L1IIO	555'53'4.nl	'l2.7f/	
L111	S41"34'02"W	17.41'	
L112	Nlln8'0l"I	21.17'	
L183	S53"03'10"W	S1.Tf	
L184	S41'33'58"W	115.12'	
L11S5	S53"03'1n	23.05'	
L181	N51i0'50"W	25.82'	
L117	N1	44.79'	
L181	N23'41'41"E	37.rtL	
L188	N25"40'41"E	lt.47"	
L170	NOIMo'21"E	JU2'	
L171	N18'19'on	JUe"	
L172	N14"02'4n:	42.14"	
L173	N23'48'41"E	31.94'	
L174	NW48'28"E	31.08'	
L175	N12'18'3!5"E	31.78'	
L178	Ntn4'Ja"E	17.17"	
L177	NOO"ltsrw		
L178	N>4'37'7rl	72.1$	
L1711	N20'04'2n	13.12'	
L180	N28'37'.xii	42.25'	

	
SioWN	E-MoR: lnfoObrown-phlllfps.com
&	PHILLIPS,	INC.
PROFESSIONAL	SURVEYING	SERVICES
CERTIFICATE	OF	AUTHORIZATION	# LB 6473 1860 OLD OKEECHOBEE ROAD., SUllE 509,
WEST  PALM BEACH, FLORIDA	33 409
lE LEPHONE  ( 561) - 615- 398 8,	615-3991 FAX	DIMENSION
LINE TABLE	
	DRAWN:	MOB	PROJ. No. 16- 060	
	CHECKED:	..£ P	SCALE:	NONE	
	AVENIR
COD PARCEL	D ATE:	9/ 20/ 16	
		SHEET 21 OF 22	

LIE Tl&.E	
LIE f	IIENIIG	DISTNa	
L181	N24'29'Jl"W	511 2"	
L1112	N28".J7'2n	32.78'	
L183	N18"58'08"W	22.02'	
L184	3'47"W	38.82'	
L185	N72"40'02"W	48.112'	
L18S	NB1iron	42.38'	
L187	S88'4b'On	50.90'	
L1118
u•	S88'40'0l"W	4!.48'	
	SIIO"l71' S-W	38.84'	
L190	N50"28'1n	125.08'	
L191	S79'08'44-W	41.04'	
L192	S80'32'11'w	25.85'	
L19J	m-46°21"1	51.44'	
LUM	SS5'53"47"W	38.24'	
L115	S45Vl2"I	58.18'	
L1911	15"W	43.3.1	
L117	S41'34'00"W	7UJI	
L1111	S38'34'25"W	17.41	
L1111	S72"00"17"W	21JJI'	
l200	NM'33"Jn	'J!,111	

LIE f	IIENIIG	DISTNa	
l2DI	N79'48'7rW	44.11'	
l2D2	580"03"1rfW	40.08'	
l.203	NSO"J7"1f/'W	71!8	
L204	smie'11'w	JS.50'	
l.205	N83"58'1n	we'	
L2DI	N48"31S'2n	23.11'	
L.207	N24'29'2n	'Il.74'	
L2DI	N5.T42'Sn	44.14•	
L208	3'4n	5U3'	
l210	N79'	71.43'	
l211	N53"42'5rW	13.IO'	
L212	.,,	1'5'7"W	47!Jlil	
L213	S7V'08'44-W	84.78'	
L214	Nll8'57'02-w	4.12'