1 ORDINANCE 17,

Transcription

1 1 ORDNANCE 17, AN ORDNANCE OF THE CTY COUNCL OF THE CTY OF PALM 5 BEACH GARDENS, FLORDA REGARDNG APPLCATON TO 6 ESTABLSH THE AVENR PLANNED COMMUNTY DEVELOPMENT 7 ( PCD) COMMUNTY DEVELOPMENT DSTRCT ( CDD), 8 CONSSTNG OF APPROXMATELY ACRES OF LAND 9 LOCATED APPROXMATELY ONE ( 1) MLE EAST OF PRATT- 10 WHTNEY ROAD ON THE NORTH SDE OF NORTHLAKE 11 BOULEVARD; MAKNG FNDNGS OF FACT REGARDNG THE 12 PETTON; ESTABLSHNG AND NAMNG THE AVENR 13 COMMUNTY DEVELOPMENT DSTRCT; DESCRBNG THE 14 BOUNDARES OF THE DSTRCT; NAMNG THE FVE (5) PERSONS 15 DESGNATED TO BE THE NTAL MEMBERS OF THE BOARD OF 16 SUPERVSORS; PROVDNG CONSENT FOR THE EXERCSE OF 17 CERTAN POWERS; PROVDNG A CONFLCTS CLAUSE, A 18 SEVERABLTY CLAUSE, AND AUTHORTY TO CODFY; 19 PROVDNG AN EFFECTVE DATE; AND FOR OTHER PURPOSES WHEREAS, the Florida Legislature enacted and amended Chapter 190, Florida 23 Statutes, to provide an alternative method to finance and manage basic services for 24 community development; and WHEREAS, a Petition (the "Petition ") to establish Avenir Community Development 27 District ( the " District") pursuant to Chapter 190, Florida Statutes, was submitted to the 28 City of Palm Beach Gardens, Florida (the "City") by Avenir Holdings, LLC, a Florida limited 29 liability company, on September 27, 2016; and WHEREAS, the proposed District comprises approximately two thousand four 32 hundred twenty-seven and one-half (2,427.5) acres, all located within the City; and WHEREAS, pursuant to Section (1)(d), Florida Statutes, notice of the 35 public hearing on the Petition to establish the proposed District was published in the Palm 36 Beach Post once a week for four (4) consecutive weeks prior to the hearing ; and WHEREAS, the City Council held a public hearing on the Petition to establish the 39 District on January 5, 2017 ; and WHEREAS, pursuant to Section 18-1(3)(a) of the City's Charter, notice of this 42 Ordinance was published in the Palm Beach Post at least fourteen ( 14) days prior to 43 adoption ; and Page 1 of 4

2 Ordinance 17, WHEREAS, the City Council, having considered the Petition and all information 2 presented at the public hearing 1 and being fully advised and informed of the premises, 3 has determined that it is in the best interest of the citizens of the City to approve the 4 Petition to establish the District and approve this Ordinance NOW, THEREFORE, BE T ORDANED BY THE CTY COUNCL OF THE CTY 8 OF PALM BEACH GARDENS, FLORDA that: 9 10 SECTON 1. The foregoing findings that are expressly set forth herein are 11 hereby adopted and made a part hereof SECTON 2. The City Council hereby makes the following additional findings of 14 fact: The property proposed to comprise the District consists of approximately two 17 thousand four hundred twenty-seven and one-half (2,427.5) acres, more or 18 less; lies entirely within the boundaries of the City; and is generally located 19 as identified on the location map attached hereto as Exhibit "A". A metes and 20 bounds description of the external boundaries of the proposed District is set 21 forth in the legal description attached hereto as Exhibit "B " The City Council has reviewed the Petition to establish the District and found 24 all the statements therein to be true and correct The establishment of the District is not inconsistent with any applicable 27 element or portion of the state comprehensive plan or the effective local 28 government comprehensive plan The District is of sufficient size, is sufficiently compact, and is sufficiently 31 contiguous to be developable as one functional, interrelated community and 32 as an independent special district The creation of the District is the best alternative available for delivering the 35 community development services and facilities set forth below to the area that 36 will be served by the District The community development services and facilities of the District will be 39 compatible with the capacity and uses of existing City and regional 40 community development services and facilities The area that will be served by the District is amenable to separate special 43 district government Page 2 of 4

3 Ordinance 17, SECTON 3. The City Council hereby grants the Petition to establish and create 2 a community development district that shall be known as " Avenir Community 3 Development District." 4 5 SECTON 4. The external boundaries of the District shall be as depicted on 6 Exhibit "A" attached hereto and described in Exhibit "B" attached hereto. 7 8 SECTON 5. Pursuant to Section (2)(d), Florida Statutes, the charter for 9 the District shall consist of Sections through , Florida Statutes, inclusive SECTON 6. The five (5) persons designated to be the initial members of the 12 Board of Supervisors are as follows : David Serviansky 15 Rosa Eckstein Schechter 16 Eduardo Stern 17 E. Daniel Lopez 18 Virginia Cepero SECTON 7. As provided in Chapter 190, Florida Statutes, the District shall 21 have, subject to the regulatory jurisdiction and permitting authority of all applicable 22 governmental bodies, agencies, and districts having authority with respect to any area 23 included within the District, those special powers relating to public improvements and 24 community facilities authorized by Section , Florida Statutes SECTON 8. The City Council hereby consents to the exercise of and grants to 27 the District the powers set forth in Sections (2)(a), ( b) ( as to installation of fire 28 lines and hydrants only) and (d), Florida Statutes SECTON 9. All ordinances or parts of ordinances in conflict be and the same 31 are hereby repealed SECTON 10. n the event a court of competent jurisdiction shall hold or 34 determine that any part of this Ordinance is invalid or unconstitutional, the remainder of 35 the Ordinance shall not be affected thereby, and it will be presumed that the City Council 36 for the City of Palm Beach Gardens did not intend to enact such invalid or unconstitutional 37 provision. t shall further be assumed that the City Council would have adopted the 38 remainder of this Ordinance without said invalid and unconstitutional provision, thereby 39 causing said remainder to remain in full force and effect SECTON 11. Specific authority is hereby given to codify this Ordinance SECTON 12. This Ordinance shall become effective immediately upon adoption Page 3 of 4

4 Ordinance 17, PASSED this /&- day of ~ em.w,2016, upon first reading. 3 PASSED AND ADOPTED this sn4 day of "30.,..tJQ..t,y, 2017, upon second and 4 final reading ACH GARDENS 8 BY: 9 :-+-~-.;; l~~~~ ' 24 ~ EST: Robert PremurosJ? ~ouncilmember Jr/tlJM.,/1y~ z:!.:'. p?)'.mez1ot Carl Woods, Councilmember 11'' T /-~,..-.,. ' FOR AGANST ABSENT BY: 28:-c--,,_ 29 ~ 30, BY: a_t=ric=ia'---' s'"'"' n""'" ict-e-r,,._ C_M_C_,_C_i_ty_C_l_er_k_ t..,l+-~,= \\ pbgsnas\attorney\attorney_share\ordnances\2016\0rdinance Avenir CDD.docx Page 4 of 4

5 EXHBT " A " Ordinance 17, 201 6

6

7 EXHBT " B" Ordinance 17, 2016

8 A PARCEL OF LAND N SECTONS 4, S. 9, 10, 14, 15, 18, AND 17, TOWNSHP 42 SOUlH, RANGE 41 EAST, AND SECTONS 28 AND 33. TOWNSHP 41 SOUlH, RANGE 41 EAST, QlY OF PAUt BEAa-t GARDENS. PALM BEAa-t COUNlY, FLORDA. MORE PARTCULARLY DESCRBED AS FOLLOWS: BEGN AT lhe NORlH QUARTER ~ ER OF SAD SECTON 14' lhence ALONG lt NORlH-SOUlH QUARTER SECTON LNE OF SAD SECTON 14, S02i1'18"W FOR FEET: lhence s99 5sto2 w FOR FEET: lhence S04i2 40 w FOR FEET TO A LNE LYNG FEET NORlH OF, AND PARAUB. WllH, lhe NORlH RGHT-OF-WAY OF NORlHLAKE BOULEVARD, ACCORDNG TO PARCEL 101, RECORDED N OfflQAL RECORD BOOK 12173, PAGE 5, OF lhe PUBLC RECORDS OF PALM BEACH COUNlY, FLORDA: lhence ALONG SAD LNE FEET NORlH OF, AND PARALLEL WllH, lhe SAD NORlH RGHT-OF-WAY, AND l1s WESTERLY EXTENSON RECORDED N OfflQAL RECORD BOOK 1229, PAGE 131 OF SAD PUBLC RECORDS FOR lhe FOLLOWNG COURSES: lhence NBT52'51 w FOR FEET: lhence N88"37"51 w FOR FEET TO lhe PONT OF CURVAlURE OF A CURVE CONCAVE TO lhe SOUlH, HAVNG A RADUS OF 11, FEET: lhence WESTERLY, ALONG SAD CURVE TO lhe LEFT, lhrough A CENlRAL ANGLE OF 04"28'18 FOR FEET TO A PONT OF TANGENCY: lhence S88" 53'53 w FOR FEET: lhence S88" 08'53 w FOR FEET: lhence S88" 53'53 w FOR FEET: lhence S88"54'02 w FOR FEET TO lhe WEST LNE OF lhe SOUlHWEST QUARTER OF SAD SECTON 15: lhence ALONG SAD WEST LNE. N01"08'43"E FOR FEET TO lhe WEST QUARTER ~ ER OF SAD SECTON 15: THENCE ALONG lt SOUTH LNE OF THE NORTHEAST QUARTER OF SAD SECTON 18, N88'34'05 w FOR FEET TO THE NORlH-SOUTH QUARTER SECTON LNE OF SAD SECTON 18: THENCE ALONG SAD NORTH-SOUTH QUARTER SECTON LNE. S00"28'509W FOR FEET TO A LNE LYNG FEET NORTH OF, AND PARAUB. WllH, THE NORTH RGHT-OF-WAY OF NORlHLAKE BOULEVARD, RECORDED N OfflQAL RECORD BOOK 1229, PAGE 125, OF SAD PUBLC RECORDS; THENCE ALONG SAD LNE FEET NORlH OF, AND PARALLEL WllH, THE SAD NORlH RGHT-OF-WAY FOR THE FOLLOWNG COURSES: THENCE N89"20'55-W FOR FEET: THENCE N88"54'50-W FOR FEET: THENCE N01'05'2rE FOR FEET: THENCE N41'34'119E FOR FEET: THENCE see 4734 E FOR FEET: THENCE S81i7'039E FOR FEET: THENCE N82"28'52 E FOR FEET: THENCE N88"59'099E FOR FEET: lhence N57"54'21 E FOR FEET: lhence N49 48'38"E FOR FEET: THENCE N48 47'03"E FOR FEET: THENCE S74 45'48"E FOR FEET: THENCE S83"58'249E FOR FEET: THENCE N60"22'01 E FOR FEET: THENCE N12i8'449E FOR FEET: THENCE S82"24'029E FOR FEET: CONTNUED ON SHEET 2 OF 22 THE DESCRPTON SKETCH AND THE DESCRPTON TEXT COMPRSE THE COMPLETE LEGAL DESCRPTON. THE LEGAL DESCRPTON S NOT VALD UNLESS BOTH ACCOMPANY EACH OTHER. REPRODUCTONS OF THS DOCUMENT ARE NOT VALD WTHOUT THE ORGNAL SGNATURE AND THE ORGNAL RASED SEAL OF THE FLORDA LCENSED SURVEYOR AND MAPPER NOTED HEREON. Siovm & PHl~~;;:-;;;~~'"p&- PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON / LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX DRAWN: CHECKED: JOHN E. PHLLPS, ll PROFESSONAL LAND SURVEYOR STATE OF FLORDA No DATE: LEGAL DESCRPTON MDB JEP AVENR CDD PARCEL PROJ. No SCALE: NONE DATE: 9/20/16 SHEET 1 OF 22

9 CONTNUED FROM SHEET 1 OF 22 THENCE N59"38'08"E FOR FEET; THENCE N49'59'25"E FOR FEET TO THE PONT OF CURVAlURE OF A CURVE CONCAVE TO THE WEST, HA\1NG A RADUS OF FEET; THENCE NORTHERLY, ALONG SAD CURVE TO THE LEFT, THROUGH A CENlRAL ANGLE OF 84"22'14 FOR FEET TO A PONT OF TANGENCY; THENCE N34"22'49"W FOR FEET: THENCE NB3'58'24 w FOR FEET; THENCE N78"25'20"W FOR FEET; THENCE N72"40111 w FOR FEET; THENCE NOOi9'55"W FOR FEET; THENCE N38"44'08"W FOR FEET: THENCE S89"40'05"W FOR FEET; THENCE N37'07'08"W FOR FEET; THENCE N21"22'01 w FOR FEET; THENCE N21"21'55"W FOR FEET; THENCE N12i8'389E FOR FEET: THENCE S85"50'31"W FOR FEET TO A NON-TANGENT CURVE. CONCAVE TO THE EAST, HA\1NG A RADUS OF FEET, WHERE A RADAL LNE BEARS N07'23'50"W; THENCE NORTHERLY, ALONG SAD CURVE TO THE RGHT, THROUGH A CENlRAL ANGLE OF 185"20'15 FOR FEET: THENCE N55 37'11 E FOR FEET; THENCE N48"48'58"E FOR FEET; THENCE N35"20'18"E FOR FEET: THENCE N21"51'2o E FOR FEET; THENCE N41'34'04 E FOR FEET; THENCE S50"28'21"E FOR FEET; THENCE S8T39'01"E FOR FEET: THENCE N04'59'45"W FOR FEET; THENCE N07"38'52"W FOR FEET; THENCE N31i3 08 w FOR FEET; THENCE N80'32'18"E FOR FEET; THENCE N89i7'09"E FOR FEET; THENCE S35i8'38"E FOR FEET; THENCE S48"38' 42"E FOR FEET; THENCE S82"24'08"E FOR FEET; THENCE N74"05'48"E FOR FEET; THENCE S88i8'1S-E FOR FEET; THENCE S42i4'00"E FOR FEET; THENCE S88i8'21"E FOR FEET; THENCE N23"49'55 E FOR FEET: THENCE N22'09'50"E FOR FEET: THENCE N47i8'2TE FOR FEET: THENCE N47"58'51"E FOR FEET; THENCE S71 '03' 40"E FOR FEET: THENCE S42i3'54"E FOR FEET: THENCE N47"28'59"E FOR FEET; THENCE N24"29'40"W FOR FEET; THENCE N08'04'02"E FOR FEET; THENCE N89i7'14"E FOR FEET; THENCE N79'08'389E FOR FEET; THENCE N89"40'05"E FOR FEET; THENCE S48"38'41 E FOR FEET; THENCE S72"40'08"E FOR FEET; THENCE N89"40'01 "E FOR FEET; THENCE 558'33 39.E FOR FEET; THENCE S19"24'38"W FOR FEET: THENCE S34i8'12'"E FOR FEET: THENCE S89'39'47"E FOR FEET TO THE PONT OF CURVAlURE OF A CURVE CONCAVE TO THE NORTH, HA\1NG A RADUS OF FEET; THENCE EASTERLY, ALONG SAD CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 22'33 42'" FOR FEET; THENCE N41'33'58"E FOR FEET: THENCE N89i7'09"E FOR FEET; THENCE N53'03'02"E FOR S0.27 FEET; THENCE N41'33'49"E FOR FEET; THENCE N23"49'42"E FOR FEET; THENCE N18'59'08"W FOR FEET; THENCE N21"52'08"W FOR FEET; THENCE N53'03'01"W FOR FEET; THENCE N00"20'09"W FOR FEET: THENCE N34i8'18 w FOR FEET; THENCE N42i4'03"W FOR FEET; THENCE N18"59'08 w FOR 8.39 FEET; THENCE N12"58'04 w FOR FEET; THENCE N24"29'43 w FOR FEET; THENCE N14"42'44"W FOR FEET TO A NON-TANGENT CURVE. CONCAVE TO THE NORTHEAST, HA\1NG A RADUS OF FEET, WHERE A RADAL LNE BEARS N20'38'27"E; THENCE NORTHWESTERLY, ALONG SAD CURVE TO THE RGHT, THROUGH A CENlRAL ANGLE OF 55'03'23 FOR FEET; THENCE N50"28'28"W FOR FEET; THENCE N81i2'17"W FOR FEET; THENCE N74"45'50"W FOR FEET; THENCE N09'50'28"E FOR 3D.49 FEET; THENCE N14'02'38"E FOR FEET; THENCE S81i7'12"E FOR FEET; THENCE N41'33'53"E FOR FEET: lhence N19"24'2&9E FOR FEET; THENCE N20"41'54"E FOR FEET; lhence N85'38'14 E FOR FEET; THENCE N47"58'35"E FOR FEET: THENCE S79"22'23"E FOR FEET; CONTNUED ON SHEET 3 OF 22 Sio\'iN & PHl~~,;;:-:~~nr~,.- LEGAL DESCRPTON PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX DRAWN: CHECKED:. MOB P AVENR COD PARCEL PROJ. No SCALE: NONE DAlE: 9/20/16 SHEET 2 OF 22

10 CONTNUED FROM SHEET 2 OF 22 lhence S51i8'21"E FOR FEET 10 A NON-TANGENT CURVE. CONCA', 10 lhe SOU1H, HAVNG A RADUS OF FEET, WHERE A RADAL LNE BEARS S17'20'15"E: lhence EASTERLY, ALONG SAD CURVE 10 1l RGHT, lhrough A CENlRAL ANGLE OF 48'45'21 " FOR FEET; lhence N90"00'00"E FOR FEET; lhence N78'54'04"W FOR FEET; lhence N89'57'09"W FOR FEET; lhence N8n2'13"W FOR FEET; lhence N89'57'11"W FOR n.99 FEET; lhence S29 48'58"W FOR FEET; lhence S84"07'57"W FOR FEET; lhence s,a,5 42"W FOR FEET; lhence S75 45'14"W FOR FEET; lhence N42i3"5r'W FOR FEET; lhence N88i8'18"W FOR FEET; lhence N34i8'18"W FOR FEET; lhence N09"50'28"E FOR FEET; lhence N32 31'02 E FOR FEET; lhence N23 49'35"E FOR FEET; lhence N18'59'03 w FOR FEET; lhence N38'00'12 w FOR FEET; lhence N42i3"54 w FOR FEET; lhence N18'!59'01"W FOR FEET; lhence NOT38'11"W FOR FEET; lhence N55"01'2r'W FOR FEET; lhence N78'52'32"W FOR FEET; lhence S3T43'00"W FOR FEET; lhence S47'08'30"W FOR FEET; lhence S14 39'33"E FOR FEET; lhence sooi9'58"e FOR FEET; lhence S09"50'25"W FOR FEET; lhence SOOi9'58"E FOR FEET; lhence S28'!58'55"W FOR FEET; lhence S30'33'08"W FOR FEET; lhence S52'00'43"W FOR FEET; lhence S10'!58'35"W FOR FEET; lhence S08"03'57"W FOR FEET; lhence S55"53" 42"W FOR FEET; lhence N88i8' oe w FOR FEET; lhence S41"33'58"W FOR FEET; lhence N51i0'50"W FOR FEET; lhence N23 49'48"E FOR FEET; lhence NOBi0'21"E FOR FEET; lhence N14"02' 48.E FOR FEET; lhence N49"48'28"E FOR FEET; lhence N19"24'38 E FOR FEET; lhence N04"37 27"W FOR FEET; lhence N28"37 35"W FOR FEET; lhence N28"37 29"W FOR FEET; lhence N42i3"4r'W FOR FEET; lhence NBn7'08"W FOR FEET; lhence S89"40'09"W FOR FEET; lhence N50"28'18 w FOR FEET; lhence S80'32'13"'W FOR FEET; lhence S55"53'47"W FOR FEET; lhence S30'33'15 w FOR FEET: lhence NOO"OO'OO"E FOR FEET; lhence N81i2'17"W FOR FEET; lhence S89 39'53"W FOR FEET; lhence N31i3'10"W FOR FEET; THENCE S41'33'52"W FOR n.'38 FEET; lhence S10'58'28"W FOR FEET; lhence S51"08'33 w FOR FEET; lhence S45'58'28"W FOR FEET; lhence N84 48'04"W FOR FEET; lhence N50"28'22"W FOR FEET; lhence N74 45'47"W FOR FEET; THENCE N12'!58'33"W FOR FEET; THENCE N27'!57'39"E FOR FEET; THENCE NOOi9'57"W FOR FEET; THENCE NOOi9'58"W FOR FEET; THENCE N24"29'35 w FOR FEET; THENCE N81i2'07"W FOR FEET; lhence N59'52'00"W FOR FEET; lhence N28"37 37"W FOR FEET; THENCE N84"30'42"W FOR FEET; THENCE N88i8'49"W FOR FEET; lhence S88"23'02"W FOR FEET; THENCE w FOR FEET; THENCE S10'37'59 w FOR FEET; lhence S32"41'23"E FOR FEET; THENCE S10"30'19"E FOR FEET; THENCE S08"32'27"E FOR FEET; THENCE S08"01'34"E FOR FEET; lhence S49"48'28 w FOR FEET; THENCE S48"48'53"W FOR FEET; lhence S38'52'19"W FOR FEET; lhence S10"34'08"W FOR FEET; THENCE S41"33'58 w FOR FEET; THENCE S41"34 02 w FOR FEET; THENCE S53"03"10"W FOR 57.n FEET; THENCE S53"03'14"W FOR FEET; THENCE N10'58'35"E FOR FEET; lhence N25"40'41"E FOR FEET; THENCE N18i9'05"E FOR FEET; THENCE N23"49'41"E FOR FEET; THENCE N12i8'35"E FOR FEET; THENCE NOOi9'57"W FOR FEET; THENCE N20"04'28 w FOR FEET; THENCE N24"29'38-W FOR FEET; THENCE N18'59'08"W FOR FEET; THENCE N72"40'02"W FOR FEET; THENCE S89"40'03"'W FOR FEET; THENCE S80"37'18 w FOR FEET; THENCE S79"08'44"W FOR FEET: lhence w FOR FEET; THENCE S45'!58'32"W FOR FEET; lhence S41"34'00"W FOR FEET: CONTNUED ON SHEET 4 OF 22 ERoWN & PH1:;;:--;~~"~ - LEGAL DESCRPTON PROFEss10NAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX DRAWN : CHECKED:. MDB EP AVENR CDD PARCEL PROJ. No SCALE: NONE DATE:, 9/20/16 SHEET 3 OF 22

11 lhence SJ8"34'25 w FOR FEET: lhence N58"33'35-W FOR FEET: CONTNUED FROt.f SHEET 3 OF 22 lhence S72"00'17"W FOR FEET; lhence N79.48'27"W FOR FEET: lhence S80'03 10"W FOR FEET: lhence N50"37'10-W FOR FEET: lhence S77"08'13"W FOR FEET: lhence N83"58'18"W FOR FEET: lhence N48"38'29-W FOR FEET: lhence N24"29'29-W FOR FEET: lhence N53"42'58-W FOR FEET: lhence N4Tl3'4n FOR FEET: lhence N79.48'29-W FOR FEET: lhence N53"42'58"W FOR FEET: lhence N81,1'57"W FOR FEET: lhence S79'08'44 w FOR FEET: lhence N89'57'02-W FOR 4.12 FEET: lhence N00"45'13"E FOR FEET: lhence N53"23'3TW FOR FEET: lhence N01i8'44"E FOR FEET: lhence N90"00'oo w FOR FEET TO lhe WEST LNE OF lhe EAST ONE-HALF OF SAD SECTON 8; lhence ALONG SAD WEST LNE. N01'28'48"E FOR FEET: lhence N90"00'00"E FOR FEET: lhence N01 30'51"E FOR FEET: lhence N40"12'41"E FOR FEET: lhence NOTl1'39"E FOR FEET TO lhe PQNT OF CURVAlURE OF A CURVE CONCA\ TO lhe SOUlHEAST, HAVNG A RADUS Of FEET: lhence NORlHEASTERLY, ALONG SAD CUR\ TO lhe RGHT, lhrough A CENlRAL ANGLE OF 54'23'18 FOR FEET TO A PQNT OF REVERSE CURVAlURE WllH A CUR\ CONCA\ TO lhe NORlHWEST, HAVNG A RADUS Of FEET: lhence NORlHEASTERLY, ALONG SAD CUR\ TO lhe LEFT, lhrough A CENlRAL ANGLE Of 24"35'58 FOR FEET TO A PQNT OF REVERSE CURVAlURE WllH A CUR\ CONCA\ TO lhe SOUlHEAST, HAVNG A RADUS OF FEET: lhence NORlHEASTERLY, ALONG SAD CUR\ TO lhe RGHT, lhrough A CENlRAL ANGLE OF 57'23'41 FOR FEET TO A PQNT Of TANGENCY: lhence N89'22'39 E FOR FEET TO lhe PQNT Of CURVAlURE OF A CUR\ CONCA\ TO 1HE SOUlHWEST, HA \1NG A RADUS Of FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENlRAL ANGLE Of 481>2121 FOR FEET TO A PQNT Of TANGENCY: lhence S44"35'oo E FOR FEET TO 1HE PQNT Of CURVAlURE Of A CUR\ CONCA\ TO 1HE NORlHEAST, HAVNG A RADUS Of FEET: lhence SOUlHEASTERLY, ALONG SAD CUR\ TO lhe LEFT, lhrough A CENlRAL ANGLE Of 35"45'5T FOR FEET TO A PONT Of TANGENCY: lhence S80'20'5TE FOR FEET TO lhe PONT Of CURVAlURE Of A CUR\ CONCA\ TO lhe NORlHHWEST, HAVNG A RADUS Of FEET: lhence NORlHEASTERLY, ALONG SAD CURVE TO lhe LEFT, lhrough A CENlRAL ANGLE OF 401>3'4T FOR FEET TO A PONT Of TANGENCY: lhence N59"35'18"E FOR FEET TO lhe PQNT OF CURVAlURE Of A CURVE CONCA\ TO lhe SOUlHEAST, HAVNG A RADUS Of FEET: lhence NORlHEASTERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENlRAL ANGLE OF 30'53'5T FOR FEET TO A PONT Of TANGENCY: lhence S89"30'4TE FOR FEET TO 1HE PONT OF CURVAlURE OF A CUR\ CONCA\ TO lhe SOUlHWEST, HAVNG A RADUS Of FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENlRAL ANGLE OF 35"20'02 FOR FEET TO A PONT Of TANGENCY; lhence SMi0'45"E FOR FEET TO lhe PQNT OF CURVAlURE Of A CURVE CONCA\ TO 1HE NORlHEAST, HAVNG A RADUS Of FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe LEFT, lhrough A CENlRAL ANGLE Of 39i1'2T FOR FEET TO A PONT OF TANGENCY: lhence N88'37'48 E FOR FEET TO lhe PONT OF CURVAlURE OF A CUR\ CONCA\ TO lhe SOUlHWEST, HAVNG A RADUS Of FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENlRAL ANGLE OF 38"40' 48" FOR FEET TO A PONT OF REVERSE CURVAlURE WllH A CUR\ CONCA\ TO lhe NORlH, HAVNG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe LEFT, lhrough A CENlRAL ANGLE Of or FOR FEET TO A PONT OF TANGENCY: lhence N89"35'29"E FOR FEET TO lhe PQNT Of CURVAlURE Of A CUR\ CONCA\ TO lhe NORlHWEST, HAYNG A RADUS Of FEET: CONTNUED ON SHEET 5 OF 22 SioWN & PHl~~;;:-;;;;. " -- PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON fl LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX DRAWN : CHECKED: LEGAL DESCRPTON t.fdb JEP AVENR COD PARCEL PROJ. No SCALE: NONE DAlE: 9/20/16 SHEET 4 OF 22

12 CONTNUED FROM SHEET 4 OF 22 lhence NORTHEASTERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENTRAL ANGLE OF 55'58'46 FOR FEET TO A PONT OF TANGENCY; lhence N90"00'009E FOR FEET TO lhe PONT OF CURVATURE OF A CURVE CONCAVE TO lhe SOU1HYEST, HA\1NG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO THE RGHT, lhrough A CENTRAL ANGLE OF 2Ji2'01 FOR FEET TO A PONT OF TANGENCY: lhence S E FOR 2n.49 FEET TO lhe PONT OF CURVATURE OF A CURVE CONCAVE TO lhe SOU1HYEST, HA\1NG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO 11 RGHT, lhrough A CENTRAL ANGLE OF 24"09'289 FOR FEET TO A PONT OF TANGENCY: lhence S4X38'319E FOR FEET: lhence S43'20'53"E FOR FEET: lhence S75i9'58"E FOR FEET TO A NON-TANGENT CURVE CONCAVE TO lhe SOUlH, HAVNG A RADUS OF FEET, _, ERE A RADAL LNE BEARS S04"27 389E; lhence EASTERLY, ALONG SAD CURVE TO THE RGHT, lhrough A CENTRAL ANGLE OF 08"27 03" FOR FEET: lhence ssn2'409e FOR FEET; lhence N75"44'359E FOR FEET: lhence N89"39'239E FOR FEET TO A NON-TANGENT CURVE CONCAVE TO lhe SOUlHYEST, HA\1NG A RADUS OF FEET, _, ERE A RADAL LNE BEARS S02'S9'3rW; lhence SOUlHEASTERLY, ALONG SAD CURVE TO THE RGHT, lhrough A CENTRAL ANGLE OF 54'33'00 FOR FEET TO A PONT OF REVERSE CURVATURE WllH A CURVE CONCAVE TO lhe NORT1 AST, HA\1NG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO lhe LEFT, lhrough A CENlRAL ANGLE OF 27'58'33" FOR FEET TO A PONT OF REVERSE CURVATURE WllH A CURVE CONCAVE TO lhe YEST, HAVNG A RADUS OF FEET: lhence SOUlHERLY, ALONG SAD CURVE TO lhe RGHT, lhrough A CENlRAL ANGLE OF 78"37 20 FOR FEET TO A PONT OF REVERSE CURVATURE WllH A CURVE CONCAVE TO lhe NORlHEAST, HAVNG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO Tl LEFT, lhrough A CENlRAL ANGLE OF 89"25'11 FOR FEET TO A PONT OF REVERSE CURVATURE WllH A CURVE CONCAVE TO lhe SOUlHYEST, HA\1NG A RADUS OF FEET: lhence SOUlHEASTERLY, ALONG SAD CURVE TO 1HE RGHT, lhrough A CENTRAL ANGLE OF 21'57 31 FOR FEET TO A PONT OF TANGENCY: lhence S49il5'1159E FOR FEET; lhence NB9i3'WE FOR FEET; lhence S815i9'049E FOR FEET: lhence N58'55'1S-E FOR FEET: lhence NB9i3'WE FOR FEET TO lhe EAST LNE OF lhe SOUlHEAST QUARTER OF SAD SECTON 10: lhence ALONG SAD EAST LNE, S00"48'129E FOR FEET TO lhe NORlH LNE OF lhe YEST ONE-HALF OF SAD SECTON 14; lhence Al.ONG SAD NORlH l.ne, N88'59'02"E FOR FEET TO lhe PONT OF BEGNNNG. CONTANNG ACRES, MORE OR LESS. BEARNG BASS: so2,1'1s w {GRD) ALONG lhe NOR1H-SOU1H QUARTER SECTON LNE OF SECTON 14, TOVt111SHP 42 S0U1H, RANGE 41 EAST. ABBREVATONS: RPS - ROAD PLAT BOOK ORB - OFFCAL RECORD BOOK PG. - PAGE R/W - RGHT-OF-WAY Cl - CENTERLNE SEC. - SECTON R - RADUS fl - CENlRAL ANGLE A - ARC LENGlH Sio\'iN & PHl~~l;;~ :~~m~,~ PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON fl LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX ORAVt111: CHECKED:.. LEGAL DESCRPTON MDB EP AVENR CDD PARCEL PROJ. No SCALE: NONE DATE: 9/20/16 SHEET 5 OF 22

13 SEE SHEET 18 OF 22 SEC1Q 10/42/41 E10t 15/42/41. SECTD CCJNR. SEC1Q 11/42/41 NS8'59'02"E ' SEC1Q 14/42/41 ta1h L.N: CF 1t EST 1/2 CF SEC1Dt 14/42/41 P.O.B. ta1h 1/4 cahr CF SEC1Q 14/42/41 WEST 1/2 OF SECTON 14/42/41 PARAU.EL W1H 1t ta1h L.N: CF 1t. 1/2 CF SEC. 14 S88'S9'02"W ' llfll.atted - am P~ 1718 N f SEE SHEET 7 OF 22 j SiloWN & 311: ~ PHl~~;::-;;;~~"~Loan PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX o , -, 1e------ll SCALE: 1 = 400' DRAWN: SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH CHECKED: MOB JEP AVENR CDD PARCEL S NOT A SURVEY) PROJ. No SCALE: 1-400' DAlE: 9/20/16 SHEET 6 OF 22

14 N SCALE: 1 = 400' z i D i ~ ft1 i ~ m -"!:: i a, 8 c: S,, cd N.. u C ~- l ~ : i -~ > So ~~ :; 111\Anm - a PACE ma son2' 40"W r Bio~ & PHl: ;::,. :;."' - PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON / LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY) DRAWN: MOB PROJ. No CHECKED:. P SCALE: 1-400' AVENR DATE: 9/20/16 CDD PARCEL SHEET 7 OF 22

15 SEE SHEET 9 OF 22 S.E. 1/4 SECTON 18/42/41 ~. _. -- TT----::=:i:=""'.=-:~ N~01~'06;'43;" E~19;59~.7~J'~~ EST LE CF H S.1.1/4 CF SEC110N 15/42/41 SECTON 15/42/41 i1j.--.. _ W.1/4 CORNER SEC.15/42/41 1 hot ~ t j 0 N. = E - N ; ~ i ~ - i t i - U ~ N ~... ~ SEE SHEET 7 OF 22 SioWN & PHl~~ ;;:-:;. llplcmn PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX DRAWN: N SCALE: 1 = 400' SKETCH TO ACCOMPANY LEGAL DESCRPTON mis SKETCH S NOT A SURVEY) CHECKED:.. MOB EP AVENR CDD PARCEL PROJ. No SCALE: 1 400' DATE: 9/20/16 SHEET 8 OF 22

16 f SEE SHEET 10 OF 22 S.W. 1/4 SECTON 18/42/41 j L,... EAST LE... <F 11 S.W.1/4 < F ,i,""""'"--... SECD 18/42/41 0.-S 1/ SEC1Dfii.iiiil.-- lj l =.--- S00'26'SO-W ' N (" !... ~ y, z... ~ ~ ~! 8 SCALE: 1 = 400' i... :: C N i... y, r;r M ~ (" ~... r;r... i... i ~ ~ C -:.:, ':.:, ~ C N -..., ':.:, ':.:, ~ -... S.E. 1/4 SECTON 18/42/41 r----=:"":"':':~~~n;0~1'06;,'; 43~" E~19~59~.7~3'""'"'!'-~-----~ J..-.. _ EST LE <F 11 S.W.1/4 < F SEC1Df 15/42/41 SECTON 15/42/41 W.1/4 canr SEC.15/G/41 SEE SHEET 8 OF 22 SioWN & PHl:1;;,- :~~nnpaoom PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY) DRAWN: MDB PROJ. No CHECKED: JEP SCALE: 1 400' AVENR DATE: 9/20/16 COD PARCEL SHEET 9 OF 22

17 N SCALE: 1" = 400' ~ ; La. 0 O wl,j m SECTON 18/42/41 1 ;: L,J X co fi ~... t,t ~ ~ ~ l!s... ; ~ La.. o S.W. 1/4 SECTON 18/42/41 us l!s L,J,~ r f. N<R1H R/W R 1229 PME 125) NORlliLAKE BOULEVARD L ~--~--~--~--~--~ ~--~.... _ SioWN & PHl~:;;:-;;;;. u,.,un PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON fl LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH L S NOT A SURVEY) DRAWN: MOB PROJ. No CHECKED: JEP SCALE: 1-400' AVENR DATE: 9/20/16 COD PARCEL SHEET 10 OF 22

18 0 200! SCALE: " = 400' SEE SHEET 12 OF 22 N ra f; L.65 Li ~ L.66 22"33'42" A ' R ' 185'20'15. A=689.00' R ' l27 SECTON 17 /42/41 SECTON 18/42/41 SECTON 17 /42/41 84'22'14 A-25o.33' R ' 0 - t 1-, ~; N.....:,;; N88"54:;;.::;:;.:.::'50::.: w::.1~'s/~8.;,;::46:;:,.' J ~ N89~'20~'552..! w~2& 22562: i.83~'..j m R/1 c 1221,. 125) NORTHLAKE BOULEVARD EiloWN & PHl:;;:,.,.:;"''""" PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRA'M-1: MDB PROJ. No CHECKED:. EP SCALE: 1 400' AVENR DATE: CDD PARCEL SHEET 11 OF 22

19 N SCALE: 1 = 400' 800 L137 L138 L139 L140 SEC1l( 8/42/~1 _ /42/41 L135 L134 L133 1~2_.L~ TCDNER L131 ~ L129 L127 9/42/4~ SECQ 18/42/41 L199 L200 L201 L202 L203 L L16-4 L159 L160 L161 SioWN & PHl~~;::-:;. llplomn PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SEE SHEET 11 OF 22 L80 L79 L78 Ln L76 L75 L74 SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: MOB PROJ. No CHECKED:.. EP SCALE: 1 400' AVENR DAlE: COD PARCEL SHEET 12 OF 22

20 N SEE SHEET 14 OF ' SCALE: 1 = 400' ~ ~ ~~ F u! bt D 1,~ l!s ~ ii~ i l!s... ~ EAST 1/2 SECTON 8/42/41 -; j N90'00'00"E ' N01'28' 4~i9E ' ' N90'00'00"W SioWN & PHl~~l;::oA,:~uu,..oom PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: t.adb PROJ. No CHECKED:. EP SCALE: 1" - 400' AVENR DAlE: COD PARCEL SHEET 13 OF 22

21 sz EAST 1/2 SECTON 5/42/41 N89'22'39"E SECTON 5 A:::57'23' ' SECTON r '-~ tj R=J00.00' - A:::46'02'21 EAST 1/2 SECTON 5/42/41 ~ A=241.06' it-joo.ext U) -- D ls - F ~ ~ 0? t,t 1 ' ii ~ ~ f ii ;:: EAST 1/2 SECTON 8/42/41 i l!s i 37.09' N40i2'41"E N SEE SHEET 13 OF 22 SioWN & PH~~,;:.- :~~'~ ' '" PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SCALE: 1 = 400' SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: MOB PROJ. No CHECKED:. P SCALE: 1 400' AVENR DATE: CDD PARCEL SHEET 14 OF 22

22 SEE SHEET 14 OF 22 EAST 1/2 SECTON 8/42/41 ~ SECTON 9/42/41 7. t{ 1 i O ~, CC..~ N SCALE: 1n = 400' ERoWN & PHl~~;;:-;;;;. " «un PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX 1 SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: MOB PROJ. No CHECKED:. EP SCALE: 1 400' AVENR DATE: CDD PARCEL SHEET 15 OF 22

23 SEE SHEET 15 OF 22 N SCALE: 1 = 400' S.E. 1/4 SEC1Kl1 4/42/41 SECD 3/42/41 SEE SHEET 17 OF 22 SioWN & PHl~~;;:-:~~Ullp&oan PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRA'M-l: MOB PROJ. No CHECKED:.. EP SCALE: 1-400' AVENR DAlE: COD PARCEL SHEET 16 OF 22

24 1$ 1! ~ ~ :;: i ~ ~ -:; l!s a i ~ ~ -:; SEC1Dt S[C101 3/42/41 ajhr SEClOl 10/42/ i SCALE: 1 = 400' N N LL. 0 co... - w w ::: c w if~ ~~ ss1, 2' 40"E 25.46' R= ' ts-6'27'03.,, \ N75'44'35"E 57.2(/ N89'39'2J"E 24.13' LL. 0 co... - w w m 1/1 A= i 1s:i,~ i,) SioWN & PHl~~;::-:;. u,«un PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON # LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: MOB PROJ. No CHECKED:. EP SCALE: 1 400' AVENR DAlE: CDD PARCEL SHEET 17 OF 22

25 N8913'48"E ' N S6619'04"E 57.84' N58'55'1B"E ~ 47.44'! a~ l!s ::; i 0 l!s U) ~ 8 scl, J = 400',, c11u'.'o/g/ :---1 ED15/42/41 SEC1D DNER. SiloWN & PHl~~;:.-:~~Dllp omn PROFESSONAL SURVEYNG SERVCES CERTFCATE OF AUTHORZATON LB OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA TELEPHONE ( 561) , FAX SKETCH TO ACCOMPANY LEGAL DESCRPTON THS SKETCH S NOT A SURVEY DRAWN: MDB PROJ. No CHECKED: JEP SCALE: 1 400' AVENR DATE: COD parcel SHEET_ 1B OF 22

26 L TAi L ' BEARNG STANCE L ' BEARNG STANCE L ' BEARNG STANCE L1 NW48'38" E 18.91' LJ1 N22'm'50"E rnzt lj1 S19"24'389W 31.87' L2 N41"34'11"E 41.38' LJ2 N35"20'1S"E 31.78'.J2 S42'14'00"E ' SU/ lj N48'47'03"E 38.M' lj3 N4n8'27"E ll.ob' 1.83 S34iS'12"E 34.S5" L4 S81S"47'34"E 5111 lj4 N21'51'20"E ' LM., 8'21"E 20.48' L5 S74'45'48"E Ut lj5 N47'58'51 "E 75.71' l.85 S89'38' 47"E L S81i103"E 40.54'.JS N41"34'04"E 55.36' LS N41"33'5B"E 83.97' L7 S83"58'24"E S2.83' lj7 S71'0.1' 40"E 25.85' L87 NWl108" E 52.48' L8 NS2'2S'52"E rn.rrt lj8 S50'2S'21 "E 23.08' LB N5.1'03'02"E S0.27' L9 N80'22'01"E 47.81' lj8 S42'13'54"E 85.24' Ul8 N41"33' 48"E 71.53' L10 NS8"58'08"E SO.OS' L40 SST38'01"E fla:rt L70 N23'48' 42"E 42.42' L11 N12'18' 44"E 2J.2S L41 N47'28'59"E ' L7 N18'58'on 54.18' L12 N57'54'21"E ' L42 N04"58' 458W 83.48' L72 N21'52'on S1.11 L13 S82'24'02"E 25.28' L43 N24'29'4'nr 40.70' L73 N42'l4'D3"W! 50.48' L14 N58'J8'D8"E ' L44 N07'JS'5n 78.31" L74 N5.1'03'01-W 40.08' L15 N48"58'25"E 224.SO' L45 NOS"04'02"E 54.40' L75 N1r.i8'on 8.31' L1S N34'22' 48"W ' L4S N31i3'on 22.88' L78 N00" 20'Dn 38.35' L17 N83'S8'24-W 48.99' L47 NWl114" E 54.09' L77 N12'58'D4" L18 N78'25'2o"W 51.81J' L48 N80" 32'1S" E 35.18' L78 N34iS'18"W 17.73' L11 S88'40'05-W 84.40' L48 N7lml'J8"E 31.23' L711 N24'29'4n 82.05' l.20 N72'40'11-W 28.04' L50 NWl108" E 48.85' L80 N14'42'44-W ' L21 N37"07'08"W 29.08' l.51 NBr40'05" E 18.11' lb1 N!50'2l'2n 45.87' L22 NOD'll'55-w 58.92' L52 S35'18'38"E 32.2K l.82 N81i2'17-w S1.Jt L23 N21'22'01-W 54.88' L53 S48"3S' 41 "E ' 1.83 N74'45'51nr 48.87' L24 NS44'08" W ' L54 S48"38'42"E ' LM N19"24'28"E 32.21' L25 N21'21'559W 35.7t 1.55 S72'40'08"E 78.45' L85 NOnJ'28"E J0.48' L2 N12'18'38"E L5S S82'24'08"E L88 N20'41'54"E 44.52' L27 585'50'31-W " L57 N88"40'01"E 58.51' lb7 N14'02'YE 48.81' L28 N!55'3111"E 47.11' L5S N74'm'48"E 72.93' L88 Nl5"38'14"E 44.58' L2 N23'48'55"E 18.7t l.58 55S'J.1"38"E 5173' L88 S81i112" E 73.Y ljo N48"48'58"E 44.88' l.80., 8'1B"E ' L90 N47'58'35"E 48.87' SioWN lnfogbrown-phrllps.com PHLLPS, NC. PROFESSONAL SURVEYNG SERVCES DMENSON LNE TABLE DRAWN: MOB PROJ. No CERTFCATE OF AUTHORZATON LB 6473 CHECKED:. EP SCALE: NONE 1860 OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA AVENR DATE: 9/20/16 TELEPHONE ( 561 ) , FAX COD PARCEL SHEET 19 OF 22

27 LE TAi. LE f EEARNG STNU LE f EEARNG STNU LE f EEARNG STNU l.91 N41 33'539E 34.m' L121 NOO'lnrt 38.83' L151 SW48'21-W! 8.32' 1.12 S79'22'2J"E 22.01' L122 N23"48'35"E 38.84' L152 S30'3.l'm-l 43.03' w S51i8'21"E 47M L123 NOO'l9'58"W l&.30' L '5.TW 39.81' l.94 NO'OO'OO"E ' L124 N18'S'o.1'W 12.21' L154 S52'00' 4J"W 91.44' LS5 NOO"OO'OO"E 537.5ft L125 N24"29'35-w 44.00' L155 S38'52'1R ' 1.98 N78'54'04-W 81.88' L121 Nl8"00'129W 82.88' L1158 S10'58'Jn 57~ 1.97 N81i2'179W 23.l8' L127 N81i2'ant, a-,s L157 S10'l4'0S-W 88.54' l.98 N89"57'0lnr 41.20' L128 N42"1l'54"W 24.42' L158 S01S1>l'57"W 70.r:xl 1.99 sar38'5n 25.18' L129 N5l'52'olrW 88.21' use S41"ll'58"W 18.71' L100 N81i2'1J"W 81.48' L1l0 N18'9'01-W 31.18' L180 S55'5l'4n YJ..7f/ L101 Nl1il'1n 44.45' L131 N2B"l7.,rw 32.l2' L181 S41"l4'02"W 17.48' L102 N89'57'11-W 77,g/ L1l2 NOTl8'11-W 51.8'7 L182 N88'18'on L10l S41"ll'529W 11.- L13.1 N84'30'429W ee..09' L18l S53'03'10-W L104 S29"48'158-W 102.8'7 L1l4 N55"01'279W 87.51' L184 S41"ll'58"W 85.12' L105 S10'58'2n 48.48' L1l5 N88'18' 48"W 88.88' L185 S53'03'14-W 23.05' L108 S84'07'57"W 74Sf L1l8 N71'52'329W 12l.58' L188 N51i0'509W 25.82' L107 S51 '08'3.19W ' L137 S88"23'02"W 78.71' L187 N10"58'l5"E 44.79' L108 S18'15'4n 52.l5' L1l8 SJT4l'OO-W 58.83' L188 N23"48' 48"E 37.rrt L108 S45'58'2n 39.81' L1ll Sl1"48'54-W 43.18' L181 N25"40' 41"E L110 S75"45 14-W 34.79' L140 S47'08'l0"W J.ll L170 N08'10'21"E ll.92' L111 N84'48'04-W 28.22' L141 S11Tl7'589W 43.88' L171 N18'19'05"E l8.88' L112 N42inrY 31st L142 S14'38'l.n: 74.48' L172 N14'02' 48"E 42.14' L113 N50'2l'22"W 57.91' L143 Sl2'41'23"E ' L173 N23"48' 41"E 31.94' L114 N88'18'1S-W 88.11' L144 S00'19'58"E 52M L174 N48'48'28"E 31.08' L115 N74'45'479W 42.98' L145 S10'l0'19"E ' L175 N12i8'l5"E 31.71' L118 Nl4i8'1B" 35.51' L '50'2591 l0.57' L17'8 N19'24'l8"E L117 N12"58'3.1"W 15.09' L147 SOB"l2'27"E ' L177 NOO'lnrt 78.85' L118 N08'50'21"E 21."TS L148 S00'19'58"E 90.5l' L178 N04'l7279W 72.8l' L119 N27'57'll"E 84.21' L148 S08"01'l4"E L179 N20'04'219W 93.12' L120 Nl2"31'02"E 58.10' USO S28'58'5n 43.10' L180 N2B"l7» w 42.25' SioWN E-MaD: lnfocl>rown-phllllps.com PHLLPS, NC. PROFESSONAL SURVEYNG SERVCES DMENSON LNE TABLE DRAWN: MDB PROJ. No CERTFCATE OF AUlHORZATON LB 6473 CHECKED:. EP SCALE: NONE 1860 OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA AVENR DAlE: 9/20/16 TELEPHONE ( 561) , FAX COD PARCEL SHEET 20 OF 22

28 LE TAil LE f BEARNG DSTN«J: LE f BEARNG DSTN«J: L181 N24'29'38"W 5112' l.201 N79"48'2TW 44.11' L182 N28'3129"W 32.Jt L.202 Slm>3"10"W 40.m' L183 N18"58'08"W 22.at L203 N50"37"10"W 79.W L184 Nffl3'47"W JU2' L204 S77'08'13"W JU)' L1~ N72"40'02"W ' L.205 N83'58'1rl 42.!il' L181S NS1i1on 42.38' L20 N48"Je'29"W 23.11' L187 S88'4l>'03"Y/ 50.90' l.207 N24'29'21nr ' l.1~ L188 S88'40'09"W 45.48' L20 N53"42'5nr 44.14' L189 S80"J1'1n 38.84' L209 Nm3'4n 54.83' L190 N50'28'1rl 125.m' L210 N79"48'29"W 78.43' L191 S79'm'44-W 48.04' L211 N53'42'5n 13.90' L192 S80"32'13"W 25.85' L212 N81i1'5TW 47.rl L193 S75"45'28"W 51.~ L213 S79'm'44-W 84.1t L '5147"1 31.2~ L214 NCl8'57'02"W 4.12' L195 S45'58'32"W 58.18' L198 s.v33'15" W 43.33' L197 S41'34'00" W 1U L198 S38"34'25"W L1119 S72'00'17"W 21.J8' L.200 N58'33'359W 25.m' SioWN E-MaR : infogbrown - phllllps.com PHLLPS, NC. DMENSON LNE TABLE PROFESSONAL SURVEYNG SERVCES DRAWN : MOB PROJ. No CERTFCATE OF AUTHORZATON LB 6473 CHECKED:. EP SCALE: NONE 1860 OLD OKEECHOBEE ROAD., SUTE 509, WEST PALM BEACH, FLORDA AVENR DATE: 9/20/16 TELEPHONE ( 561) , FAX CDD PARCEL SHEET 21 OF 22