PLEASE TAKE NOTICE AND BE ADVISED, that if any interested person desires to appeal any decision made by the City Council with respect to any matter considered at this meeting or hearing, such interested person will need a record of the proceedings and for such purpose may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The meeting/hearing may be continued to another date and time as may be found necessary during the aforesaid meeting. In accordance with the provisions of the Americans with Disabilities Act (ADA), any person requiring special accommodations at these meetings because of disability or physical impairment should contact the Interim City Manager at (954)753-5841 at least two (2) calendar days prior to the meeting. Council Members City of Westlake Roger Manning-Mayor 4001 Seminole Pratt Whitney Rd. Katrina Long Robinson-Vice Mayor Westlake, Florida 33470 John Stanavitch-Seat 1 Phone: 561-530-5880 Kara Crump-Seat 2 Fax: 561-790-5466 Phillip Everett-Seat 3 Regular Meeting and Public Hearing Monday, July 9, 2018 Meeting Location Westlake Council Chambers 4005 Seminole Pratt-Whitney Road Westlake, FL 33470 6:30 PM Agenda Page 1
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Regular Meeting and Public Hearing Monday, July 9, 2018 Meeting … · 2018-07-06 · July 3, 2018 City Council City of Westlake Dear Mayor and Council: The City Council of the City
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PLEASE TAKE NOTICE AND BE ADVISED, that if any interested person desires to appeal any decision made by the City Council with respect to any matter
considered at this meeting or hearing, such interested person will need a record of the proceedings and for such purpose may need to ensure that a verbatim
record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The meeting/hearing may be
continued to another date and time as may be found necessary during the aforesaid meeting. In accordance with the provisions of the Americans with
Disabilities Act (ADA), any person requiring special accommodations at these meetings because of disability or physical impairment should contact the Interim
City Manager at (954)753-5841 at least two (2) calendar days prior to the meeting.
Council Members City of Westlake
Roger Manning-Mayor 4001 Seminole Pratt Whitney Rd. Katrina Long Robinson-Vice Mayor Westlake, Florida 33470 John Stanavitch-Seat 1 Phone: 561-530-5880 Kara Crump-Seat 2 Fax: 561-790-5466 Phillip Everett-Seat 3
Regular Meeting and Public Hearing
Monday, July 9, 2018
Meeting Location
Westlake Council Chambers
4005 Seminole Pratt-Whitney Road
Westlake, FL 33470
6:30 PM
Agenda Page 1
July 3, 2018
City Council
City of Westlake
Dear Mayor and Council:
The City Council of the City of Westlake will hold a regular meeting and public hearing on Monday, July 9,
2018 at 6:30 p.m. at the Westlake Council Chambers, 4005 Seminole Pratt Whitney Road, Westlake, Florida.
Following is the advance agenda for the meeting.
1. Call to Order/ Roll Call
2. Pledge of Allegiance
3. Approval of Agenda
4. Audience Comments on Agenda Items (3) Minute Time Limit
5. Approval of Minutes of the June 11, 2018 Meeting
6. Approval of the Financial Statements for May 2018
7. Interlocal Agreement with Solid Waste Authority – Solid Waste and Recycling Collection Services
RESOLUTION 2018-14 A RESOLUTION OF THE CITY COUNCIL FOR THE CITY OF WESTLAKE, FLORIDA, APPROVING THE AMENDED FINAL PLAT OF TOWN CENTER PARKWAY SOUTH, PHASE II, BEING DESCRIBED AS A PORTION LAND DESCRIBED BY METES AND BOUNDS AS A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, IN THE CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA, PROVIDING FOR RECORDATION; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, Minto PBLH, LLC, a Florida Limited Liability Company, as the Applicant has
requested approval for the Town Center Parkway South, Phase II, Final Plat, described by metes and bounds as a parcel of land lying in Section 1, Township 43 South, Range 40 East, in the City of Westlake, Palm Beach County, Florida, as described in Exhibit “A”, attached hereto; and WHEREAS, the City of Westlake has the exclusive jurisdiction to approve the plat pursuant to Florida Statutes, §177.071; and WHEREAS, the Council considered and approved this plat on or about April 9, 2018, and subsequent to said approval, the geometry for the intersections on page two of the plat, specifically, detail “A” and detail “B” were modified, increasing the acreage of the plat from 5.704 acres to 5.726 acres in size; and WHEREAS, the application has been reviewed and approved by a Professional Surveyor and Mapper for the City of Westlake, and said Surveyor and Mapper has found the application to be consistent with the requirements under Florida Statutes, Chapter 177; and
WHEREAS, the Building staff, Engineering staff and Planning staff for the City of Westlake have reviewed the application, the final plat and the boundary survey, and the collective staff has recommended approval; and WHEREAS, after careful review and consideration, the collective staff has determined that this application has complied with the Palm Beach County Unified Land Development Codes and Florida law. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL FOR THE CITY OF WESTLAKE, FLORIDA, THAT: Section 1: The above recitals are true and correct and are incorporated herein by this
reference. Section 2: The City Council for the City of Westlake hereby approves the amended final plat
and boundary survey for Town Center Parkway South, Phase II, as described in the
Agenda Page 55
2
attached Exhibit “A”, containing approximately 5.726 acres, which is located in the City of Westlake, and in Palm Beach County, Florida.
Section 3. The applicant shall provide a certified copy of the recorded plat and the applicant
shall cover the costs of recording the plat in the public records in and for Palm Beach County Florida.
Section 4: This resolution shall take effect immediately upon its adoption.
PASSED AND APPROVED by City Council for the City of Westlake, on this _________ day of July 9, 2018.
__________________________________________ City of Westlake Roger Manning, Mayor
__________________________________ Sandra Demarco, City Clerk __________________________________________
Approved as to Form and Sufficiency Pam E. Booker, City Attorney
Agenda Page 56
EXHIBIT “A”
LEGAL DESCRIPTION
TOWN CENTER PARKWAY SOUTH – PHASE II
A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST,
PALM BEACH COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH,
RANGE 40 EAST; THENCE S.01°33'05"W. ALONG THE EAST LINE OF SAID SECTION 1,
A DISTANCE OF 250.33 FEET TO A POINT ON THE NORTH LINE OF THE 80 FOOT M-
CANAL EASEMENT AS RECORDED IN DEED BOOK 1156, PAGE 58 OF THE PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT
BOOK 6, PAGE 136 OF SAID RECORDS, AND AS MONUMENTED; THENCE
S.88°36'57"W. ALONG SAID NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT, A
DISTANCE OF 3776.52 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF
SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 1544,
PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OF SAID PUBLIC
RECORDS; THENCE S.01°42'52"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF
SEMINOLE PRATT WHITNEY ROAD, A DISTANCE OF 3143.37 FEET TO THE
NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY OF SEMINOLE PRATT
WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF
SAID PUBLIC RECORDS; THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL
EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD, A DISTANCE OF
50.93 FEET; THENCE N.90°00'00"E., A DISTANCE OF 795.87 FEET TO A POINT ON THE
SOUTH BOUNDARY OF TOWN CENTER EAST, ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 124, PAGES 46 THROUGH 50, INCLUSIVE, OF THE
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID POINT ALSO BEING
THE POINT OF BEGINNING; THENCE ALONG SAID SOUTH BOUNDARY OF TOWN
CENTER EAST FOR THE FOLLOWING NINE (9) COURSES: 1) N.45°00'00"E., A
DISTANCE OF 35.36 FEET; 2) N.00°00'00"E., A DISTANCE OF 25.00 FEET; 3)
N.90°00'00"E., A DISTANCE OF 74.00 FEET; 4) S.00°00'00"E., A DISTANCE OF 25.00 FEET;
5) S.45°00'00"E., A DISTANCE OF 35.36 FEET; 6) N.90°00'00"E., A DISTANCE OF 590.49
FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST
WITH A RADIUS OF 950.00 FEET; 7) EASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 22°43'32", A DISTANCE OF 376.80 FEET TO A NON-
TANGENT INTERSECTION; 8) N.20°12'31"E., A DISTANCE OF 34.54 FEET; 9)
N.26°06'12"W., A DISTANCE OF 3.69 FEET; THENCE N.63°53'48"E., A DISTANCE OF
61.99 FEET TO A POINT ON THE BOUNDARY OF WESTLAKE AMENITY PARCEL,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 124, PAGES 65
THROUGH 67, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY
FLORIDA; THENCE SOUTHERLY AND EASTERLY ALONG SAID BOUNDARY OF
WESTLAKE AMENITY PARCEL FOR THE FOLLOWING THREE (3) COURSES: 1)
S.26°12'12"E., A DISTANCE OF 3.71 FEET; 2) S.72°24'54"E., A DISTANCE OF 34.52 FEET
TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE
NORTHWEST WITH A RADIUS OF 950.00 FEET AND A RADIAL BEARING OF
N.29°28'49"W. AT SAID INTERSECTION; 3) NORTHEASTERLY ALONG THE ARC OF
Agenda Page 57
SAID CURVE THROUGH A CENTRAL ANGLE OF 47°21'49", A DISTANCE OF 785.32
FEET TO A NON-TANGENT INTERSECTION AND A POINT ON THE BOUNDARY OF
TOWN CENTER PARKWAY NORTH, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 123, PAGES 106 THROUGH 118, INCLUSIVE, OF THE
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.76°50'39"E.,
ALONG SAID BOUNDARY OF TOWN CENTER PARKWAY NORTH, A DISTANCE OF
110.00 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE
NORTHWEST WITH A RADIUS OF 1060.00 FEET AND A RADIAL BEARING OF
N.76°50'38"W. AT SAID INTERSECTION; THENCE SOUTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°03'36", A DISTANCE OF 870.63
FEET TO A NON-TANGENT INTERSECTION; THENCE S.00°18'17"E., A DISTANCE OF
32.88 FEET; THENCE S.64°13'14"W., A DISTANCE OF 114.45 FEET; THENCE
N.47°48'04"W., A DISTANCE OF 31.46 FEET TO A NON-TANGENT INTERSECTION WITH
A CURVE CONCAVE TO THE SOUTHEAST WITH A RADIUS OFF 440.00 FEET AND A
RADIAL BEARING OF S.22°00'26"E. AT SAID INTERSECTION; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 09°52'11", A DISTANCE OF 75.79 FEET TO A POINT OF REVERSE CURVATURE OF
A CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF 257.73 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
36°12'01", A DISTANCE OF 162.84 FEET TO A POINT OF REVERSE CURVATURE OF A
CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 440.00 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
10°15'07", A DISTANCE OF 78.73 FEET TO A POINT OF REVERSE CURVATURE OF A
CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF 930.03 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
06°05'36", A DISTANCE OF 98.91 FEET TO THE POINT OF TANGENCY; THENCE
S.90°00'00"W., A DISTANCE OF 506.01 FEET; THENCE S.54°40'52"W., A DISTANCE OF
78.29 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE
NORTHEAST WITH A RADIUS OF 749.00 FEET AND A RADIAL BEARING OF
N.84°05'54"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°58'18", A DISTANCE OF 12.70
FEET TO A NON-TANGENT INTERSECTION; THENCE S.83°07'35"W., A DISTANCE OF
118.00 FEET TO A POINT ON THE EAST BOUNDARY OF FIRE-RESCUE STATION # 22
AND TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 123, PAGES 104 AND 105, INCLUSIVE, OF THE PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA AND A NON-TANGENT
INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF
867.00 FEET AND A RADIAL BEARING OF N.83°07'36"E. AT SAID INTERSECTION;
THENCE ALONG SAID EAST BOUNDARY OF FIRE-RESCUE STATION # 22 AND TOWN
CENTER PARKWAY SOUTH FOR THE FOLLOWING THREE (3) COURSES: 1)
NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 03°47'02", A DISTANCE OF 57.26 FEET TO A NON-TANGENT INTERSECTION; 2)
N.46°07'34"W., A DISTANCE OF 36.05 FEET; 3) N.01°12'59"E., A DISTANCE OF 100.02
FEET TO THE POINT OF BEGINNING.
CONTAINING: 5.726 ACRES, MORE OR LESS.
Agenda Page 58
GeoPointSurveying, Inc.
Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
5JGGV���0Q��������QH�������5JGGVU
MORTGAGEE'S JOINDERAND CONSENT
SURVEYOR & MAPPER'S CERTIFICATE
THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECTREPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION ANDSUPERVISION; THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGEAND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ("P.R.M.S") HAVE BEENPLACED AS REQUIRED BY LAW, AND THAT PERMANENT CONTROL POINTS ("P.C.P.S"),AND MONUMENTS ACCORDING TO SEC. 177.091(9), F.S., WILL BE SET UNDER THEGUARANTEES POSTED WITH THE CITY OF WESTLAKE FOR THE REQUIREDIMPROVEMENTS; AND, FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALLTHE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND THEORDINANCES OF THE CITY OF WESTLAKE, FLORIDA.
DATE: ___________________ __________________________________________ LUIS J. ORTIZ, P.S.M. LICENSE NO. 7006 STATE OF FLORIDA
TITLE CERTIFICATION
STATE OF FLORIDACOUNTY OF ____________________
WE, FOUNDERS TITLE, A TITLE INSURANCE COMPANY, AS DULY AUTHORIZED TO DO BUSINESS IN THE STATE OFFLORIDA DO HEREBY CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY;THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN MINTO PBLH, LLC; THAT THE CURRENT TAXES HAVEBEEN PAID; AND THAT ALL PALM BEACH COUNTY SPECIAL ASSESSMENT ITEMS, AND ALL OTHER ITEMS HELDAGAINST SAID LANDS HAVE BEEN SATISFIED; THAT ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORDNOR OTHERWISE TERMINATED BY LAW ARE SHOWN HEREON; AND THAT THERE ARE ENCUMBRANCES OF RECORDBUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
DATED: _____________________________ _______________________________ HARRY BINNIE, PRESIDENT FOUNDERS TITLE
SURVEYOR'S SEAL
DEDICATION:ROAD RIGHT-OF-WAYTOWN CENTER PARKWAY SOUTH, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE CITY OF WESTLAKE, AFLORIDA MUNICIPAL CORPORATION, ITS SUCCESSORS AND/OR ASSIGNS, FOR ROAD RIGHT-OF-WAY PURPOSES ANDSHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF WESTLAKE.THE SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA, ITSSUCCESSORS AND ASSIGNS, IS HEREBY GRANTED AND RESERVED AN EASEMENT OVER THE ROAD RIGHT-OF-WAYFOR ANY AND ALL PURPOSES AUTHORIZED BY CHAPTER 2000-431, LAWS OF FLORIDA AND CHAPTERS 189 AND 298,FLORIDA STATUTES, IN SO FAR AS SUCH USES ARE NOT INCONSISTENT WITH ITS UTILIZATION FOR ROADRIGHT-OF-WAY PURPOSES. RESPONSIBILITY FOR THE INSTALLATION, MAINTENANCE, OPERATIONS, REPAIR AND/ORREPLACEMENT OF ANY FACILITIES SO INSTALLED SHALL REMAIN THE PERPETUAL OBLIGATION OF THE SEMINOLEIMPROVEMENT DISTRICT, WITHOUT RECOURSE TO THE CITY OF WESTLAKE.
OPEN SPACE TRACTSTRACTS O.S.T. #1 AND O.S.T. #2, AS SHOWN HEREON, ARE HEREBY RESERVED FOR MINTO PBLH, LLC, A FLORIDALIMITED LIABILITY COMPANY, ITS SUCCESSORS AND ASSIGNS FOR OPEN SPACE PURPOSES AND ARE THEPERPETUAL MAINTENANCE OBLIGATION OF SAID MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ITSSUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO THE CITY OF WESTLAKE.UTILITY EASEMENTSALL UTILITY EASEMENTS DESCRIBED ON THE PLAT ARE PRIVATE NON-EXCLUSIVE EASEMENTS UNLESS EXPRESSLYSTATED OTHERWISE THEREIN. ALL UTILITY RIGHTS AND EASEMENTS ESTABLISHED BY OR RESERVED BY THISPLAT ARE HEREBY RESERVED TO THE SEMINOLE IMPROVEMENT DISTRICT, (A LOCAL UNIT OF SPECIAL PURPOSEGOVERNMENT ESTABLISHED PURSUANT TO CHAPTERS 189 AND 298, FLORIDA STATUTES, AS A PUBLIC UTILITYPROVIDER OF WATER, SEWER AND RECLAIMED WATER), ITS SUCCESSORS AND ASSIGNS, SUBJECT TO THOSECERTAIN RESTRICTION OF RIGHTS, COVENANTS AND DEDICATIONS AS MAY HEREAFTER BE IMPOSED BY GRANTOR; PROVIDED FURTHER SAID GRANTS OR ASSIGNMENTS SHALL NOT BE DEEMED A PUBLIC DEDICATION OF SAIDRIGHTS OR EASEMENTS. THE SEMINOLE IMPROVEMENT DISTRICT SHALL HAVE THE RIGHT TO GRANT OTHERUTILITY PROVIDERS THE ABILITY TO USE THE EASEMENT, IN ITS SOLE DISCRETION.
DRAINAGE EASEMENTS
THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEMINOLE IMPROVEMENTDISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA, ITS SUCCESSORS AND ASSIGNS, INPERPETUITY FOR DRAINAGE PURPOSES. THE MAINTENANCE OF ALL DRAINAGE FACILITIES LOCATED THEREINSHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE SEMINOLE IMPROVEMENT DISTRICT WITHOUTRECOURSE TO CITY OF WESTLAKE.
CITY OF WESTLAKE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND MAINTAIN ANYPORTION OF THE DRAINAGE SYSTEM ENCOMPASSED BY THIS PLAT WHICH IS ASSOCIATED WITH THE DRAINAGE OFPUBLIC STREETS, INCLUDING THE RIGHT TO UTILIZE FOR DRAINAGE PURPOSES ANY AND ALL DRAINAGE, LAKEMAINTENANCE, AND LAKE MAINTENANCE ACCESS EASEMENTS, AND PRIVATE STREETS ASSOCIATED WITH SAIDDRAINAGE SYSTEM.
SEMINOLE IMPROVEMENTDISTRICT
ACKNOWLEDGEMENT
STATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED SCOTT MASSEY WHO IS PERSONALLY KNOWN TO ME, OR HAS PRODUCED_________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS PRESIDENT OFSEMINOLE IMPROVEMENT DISTRICT, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTEDSUCH INSTRUMENT AS SUCH OFFICER OF SAID DISTRICT, AND THAT THE SEAL AFFIXED TO THE FOREGOINGINSTRUMENT IS THE DISTRICT SEAL OF SAID DISTRICT AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUEAND REGULAR STATUTORY AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDDISTRICT.WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ ____________________________________________
NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ________________________________
COMMISSION NO. _______________________
(SEAL)
THIS INSTRUMENT PREPARED BYLUIS J. ORTIZ, P.S.M.LS7006 STATE OF FLORIDA.GEOPOINT SURVEYING, INC.4152 WEST BLUE HERON BOULEVARD, SUITE 105,RIVIERA BEACH, FLORIDA 33404.CERTIFICATE OF AUTHORIZATION NO. LB7768
BEING A PLAT OF A PORTION OFSECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST
CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA
TOWN CENTER PARKWAY SOUTH - PHASE II
DEDICATION AND DESCRIPTIONKNOW ALL MEN BY THESE PRESENTS THAT MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, OWNEROF THE LAND SHOWN AND DESCRIBED HEREON AS TOWN CENTER PARKWAY SOUTH - PHASE II, LYING IN SECTION1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA, BEING MOREPARTICULARLY DESCRIBED AS FOLLOWS:DESCRIPTION:A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST; THENCES.01°33'05"W. ALONG THE EAST LINE OF SAID SECTION 1, A DISTANCE OF 250.33 FEET TO A POINT ON THE NORTHLINE OF THE 80 FOOT M-CANAL EASEMENT AS RECORDED IN DEED BOOK 1156, PAGE 58 OF THE PUBLIC RECORDSOF PALM BEACH COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT BOOK 6, PAGE 136 OF SAID RECORDS, AND ASMONUMENTED; THENCE S.88°36'57"W. ALONG SAID NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT, ADISTANCE OF 3776.52 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD ASRECORDED IN OFFICIAL RECORD BOOK 1544, PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OFSAID PUBLIC RECORDS; THENCE S.01°42'52"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATTWHITNEY ROAD, A DISTANCE OF 3143.37 FEET TO THE NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAYOF SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF SAID PUBLICRECORDS; THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATTWHITNEY ROAD, A DISTANCE OF 50.93 FEET; THENCE N.90°00'00"E., A DISTANCE OF 795.87 FEET TO A POINT ON THESOUTH BOUNDARY OF TOWN CENTER EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 124,PAGES 46 THROUGH 50, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID POINTALSO BEING THE POINT OF BEGINNING; THENCE ALONG SAID SOUTH BOUNDARY OF TOWN CENTER EAST FORTHE FOLLOWING NINE (9) COURSES: 1) N.45°00'00"E., A DISTANCE OF 35.36 FEET; 2) N.00°00'00"E., A DISTANCE OF25.00 FEET; 3) N.90°00'00"E., A DISTANCE OF 74.00 FEET; 4) S.00°00'00"E., A DISTANCE OF 25.00 FEET; 5) S.45°00'00"E., ADISTANCE OF 35.36 FEET; 6) N.90°00'00"E., A DISTANCE OF 590.49 FEET TO A POINT OF CURVATURE OF A CURVECONCAVE TO THE NORTHWEST WITH A RADIUS OF 950.00 FEET; 7) EASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 22°43'32", A DISTANCE OF 376.80 FEET TO A NON-TANGENT INTERSECTION; 8)N.20°12'31"E., A DISTANCE OF 34.54 FEET; 9) N.26°06'12"W., A DISTANCE OF 3.69 FEET; THENCE N.63°53'48"E., ADISTANCE OF 61.99 FEET TO A POINT ON THE BOUNDARY OF WESTLAKE AMENITY PARCEL, ACCORDING TO THEPLAT THEREOF AS RECORDED IN PLAT BOOK 124, PAGES 65 THROUGH 67, INCLUSIVE, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY FLORIDA; THENCE SOUTHERLY AND EASTERLY ALONG SAID BOUNDARY OF WESTLAKEAMENITY PARCEL FOR THE FOLLOWING THREE (3) COURSES: 1) S.26°12'12"E., A DISTANCE OF 3.71 FEET; 2)S.72°24'54"E., A DISTANCE OF 34.52 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THENORTHWEST WITH A RADIUS OF 950.00 FEET AND A RADIAL BEARING OF N.29°28'49"W. AT SAID INTERSECTION; 3)NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°21'49", A DISTANCE OF785.32 FEET TO A NON-TANGENT INTERSECTION AND A POINT ON THE BOUNDARY OF TOWN CENTER PARKWAYNORTH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 123, PAGES 106 THROUGH 118,INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.76°50'39"E., ALONG SAIDBOUNDARY OF TOWN CENTER PARKWAY NORTH, A DISTANCE OF 110.00 FEET TO A NON-TANGENT INTERSECTIONWITH A CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF 1060.00 FEET AND A RADIAL BEARING OFN.76°50'38"W. AT SAID INTERSECTION; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH ACENTRAL ANGLE OF 47°03'36", A DISTANCE OF 870.63 FEET TO A NON-TANGENT INTERSECTION; THENCES.00°18'17"E., A DISTANCE OF 32.88 FEET; THENCE S.64°13'14"W., A DISTANCE OF 114.45 FEET; THENCE N.47°48'04"W.,A DISTANCE OF 31.46 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEASTWITH A RADIUS OFF 440.00 FEET AND A RADIAL BEARING OF S.22°00'26"E. AT SAID INTERSECTION; THENCESOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°52'11", A DISTANCE OF75.79 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF257.73 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE 36°12'01", ADISTANCE OF 162.84 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST WITHA RADIUS OF 440.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALANGLE 10°15'07", A DISTANCE OF 78.73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THENORTHWEST WITH A RADIUS OF 930.03 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE 06°05'36", A DISTANCE OF 98.91 FEET TO THE POINT OF TANGENCY; THENCES.90°00'00"W., A DISTANCE OF 506.01 FEET; THENCE S.54°40'52"W., A DISTANCE OF 78.29 FEET TO A NON-TANGENTINTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 749.00 FEET AND A RADIALBEARING OF N.84°05'54"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 00°58'18", A DISTANCE OF 12.70 FEET TO A NON-TANGENT INTERSECTION;THENCE S.83°07'35"W., A DISTANCE OF 118.00 FEET TO A POINT ON THE EAST BOUNDARY OF FIRE-RESCUE STATION# 22 AND TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 123,PAGES 104 AND 105, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA AND ANON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00 FEET ANDA RADIAL BEARING OF N.83°07'36"E. AT SAID INTERSECTION; THENCE ALONG SAID EAST BOUNDARY OFFIRE-RESCUE STATION # 22 AND TOWN CENTER PARKWAY SOUTH FOR THE FOLLOWING THREE (3) COURSES: 1)NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°47'02", A DISTANCE OF57.26 FEET TO A NON-TANGENT INTERSECTION; 2) N.46°07'34"W., A DISTANCE OF 36.05 FEET; 3) N.01°12'59"E., ADISTANCE OF 100.02 FEET TO THE POINT OF BEGINNING.
CONTAINING: 5.726 ACRES, MORE OR LESS.
HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE ASFOLLOWS:
CITY OF WESTLAKE'S APPROVAL
THIS CERTIFIES THAT THIS PLAT HAS BEEN ACCEPTED AND APPROVED BY THE CITY COUNCIL FOR THE CITY OFWESTLAKE BY A RESOLUTION DULY ADOPTED BY THE CITY COUNCIL THIS __________ DAYOF______________________ 2018, IN ACCORDANCE WITH SEC. 177.071(2), F.S., AND HAS BEEN REVIEWED BY APROFESSIONAL SURVEYOR & MAPPER EMPLOYED BY THE CITY OF WESTLAKE IN ACCORDANCE WITH SEC.177.081(1), F.S.
ATTEST: _____________________________ BY : ________________________________ CITY MANAGER , KEN CASSEL CITY MAYOR, ROGER MANNING
MORTGAGEE'S JOINDER AND CONSENT
STATE OF _______________________COUNTY OF_____________________THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF [A] MORTGAGE[S], UPON THE PROPERTYDESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED INSAID DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS MORTGAGE[S] WHICH [IS] [ARE] RECORDED INOFFICIAL RECORD BOOK _______________ AT PAGE[S] ________________ OF THE PUBLIC RECORDS OF PALM BEACHCOUNTY, FLORIDA, SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON.
IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENTAND ITS CORPORATE SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITY OF ITS BOARD OF SUPERVISORS,THIS _______ DAY OF ___________________, 2018.
WITNESS: ______________________________ PRINT NAME - TITLE
PRINT NAME: ______________________________
ACKNOWLEDGEMENT
STATE OF __________________COUNTY OF ________________
BEFORE ME PERSONALLY APPEARED ____________________________________ (PRINTED NAME) WHO IS PERSONALLYKNOWN TO ME, OR HAS PRODUCED ___________________________ AS IDENTIFICATION, AND WHO EXECUTED THEFOREGOING INSTRUMENT AS [VICE] PRESIDENT OF __________________________________(CORPORATION NAME), ACORPORATION, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT [HE] [SHE] EXECUTED SUCHINSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOINGINSTRUMENT IS THE CORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT WAS AFFIXED TOSAID INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREEACT AND DEED OF SAID CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: _____________________________
COMMISSION NO. _____________________ (SEAL)
MINTO PBLH, LLC
SURVEYORS NOTES
1. PERMANENT REFERENCE MONUMENTS ARE SHOWN THUS: " " A 1 1/2" BRASSDISK STAMPED "PRM LB7768" SET IN A 4"X4" CONCRETE MONUMENT.PERMANENT CONTROL POINTS ARE SHOWN AS THUS: " " A MAGNETIC NAILAND DISK STAMPED "PCP LB7768". MONUMENTS ARE SHOWN AS THUS: " " A 1/2"IRON ROD WITH CAP STAMPED "LB7768". (UNLESS OTHERWISE NOTED)
2. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OFSECTION 6, TOWNSHIP 43 SOUTH, RANGE 41 EAST, HAVING A GRID BEARING OFS.89°48'53”E. BEARINGS SHOWN HEREON, REFER TO THE STATE PLANECOORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / '07) FOR THEEAST ZONE OF FLORIDA. SAID BASIS OF BEARING IS THE SAME IN THE NORTHAMERICAN DATUM OF 1983 (NAD 83 / '90).
3. NO BUILDING OR ANY KIND OF CONSTRUCTION OR TREES OR SHRUBS SHALL BEPLACED ON ANY EASEMENT WITHOUT PRIOR WRITTEN CONSENT OF ALLEASEMENT BENEFICIARIES AND ALL APPLICABLE CITY APPROVALS ORPERMITS AS REQUIRED FOR SUCH ENCROACHMENTS. THERE WILL BE NO ABOVEGROUND ENCROACHMENTS WHERE LAKE MAINTENANCE EASEMENTS ANDUTILITY EASEMENTS OVERLAP.
4. THE BUILDING SETBACKS SHALL BE AS REQUIRED BY THE CITY OF WESTLAKEZONING REGULATIONS.
5. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIALDEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NOCIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC ORDIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THATARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLICRECORDS OF PALM BEACH COUNTY.
6. IN THOSE CASES WHERE EASEMENTS OF DIFFERENT TYPES CROSS OROTHERWISE COINCIDE, DRAINAGE EASEMENTS SHALL HAVE FIRST PRIORITY,UTILITY EASEMENTS SHALL HAVE SECOND PRIORITY, ACCESS EASEMENTSSHALL HAVE THIRD PRIORITY, AND ALL OTHER EASEMENTS SHALL BESUBORDINATE TO THESE WITH THEIR PRIORITIES BEING DETERMINED BY USERIGHTS GRANTED.
7. ALL LINES INTERSECTING CIRCULAR CURVES ARE RADIAL UNLESS OTHERWISENOTED.
8. COORDINATES SHOWN HEREON ARE FLORIDA STATE PLANE GRIDDATUM = NAD83 2007 ADJUSTMENTZONE = FLORIDA EASTLINEAR UNITS = US SURVEY FEETCOORDINATE SYSTEM = 1983 STATE PLANEPROJECTION = TRANSVERSE MERCATORALL DISTANCES ARE GROUNDSCALE FACTOR: 1.0000GROUND DISTANCE X SCALE FACTOR = GRID DISTANCEPLAT BEARING = GRID BEARINGNO ROTATIONALL TIES TO SECTION CORNERS AND QUARTER CORNERS ARE GENERATEDFROM MEASURED VALUES
AREA TABLE (ACRES)1. ROADWAY = 5.2382. OPEN SPACE TRACT 1 = 0.2083. OPEN SPACE TRACT 2 = 0.280
TOTAL = 5.726 ACRES
IN WITNESS WHEREOF, MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTSTO BE SIGNED BY ITS MANAGER AND ITS COMPANY SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITYOF ITS MEMBERS THIS _______ DAY OF ___________________, 2018.
MINTO PBLH, LLCA FLORIDA LIMITED LIABILITY COMPANY
WITNESS: ______________________________ BY: _____________________________JOHN F. CARTER, MANAGER
PRINT NAME: ______________________________
WITNESS: ______________________________
PRINT NAME: ______________________________
ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED JOHN F. CARTER WHO IS PERSONALLY KNOWN TO ME, OR HAS PRODUCED_________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS MANAGER OF MINTOPBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THATHE EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID COMPANY, AND THAT THE SEAL AFFIXED TO SAIDINSTRUMENT IS THE CORPORATE SEAL OF SAID COMPANY AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BYDUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDCOMPANY.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ____________________________________
COMMISSION NO. _____________________(SEAL)
CITY OF WESTLAKEACCEPTANCE
CITY OF WESTLAKEAPPROVAL
ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED ____________________________________ (PRINTED NAME) WHO IS PERSONALLYKNOWN TO ME, OR HAS PRODUCED ___________________________ AS IDENTIFICATION, AND WHO EXECUTED THEFOREGOING INSTRUMENT AS _____________________ OF THE CITY OF WESTLAKE, A MUNICIPAL CORPORATION, ANDSEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT [HE] [SHE] EXECUTED SUCH INSTRUMENT AS SUCHOFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THECORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BYDUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDCORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ____________________________________
COMMISSION NO. _____________________
(SEAL)
ACCEPTANCE OF DEDICATION
STATE OF FLORIDACOUNTY OF PALM BEACH
THE CITY OF WESTLAKE, FLORIDA, A MUNICIPAL CORPORATION, HEREBY ACCEPTS THE DEDICATION OF ROADRIGHT-OF-WAY AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FORSAME AS STATED HEREON, DATED THIS _______ DAY OF ________________________, 2018.
WITNESS: ______________________________ CITY MAYOR, ROGER MANNING
PRINT NAME: ______________________________
ACCEPTANCE OF DEDICATIONS & RESERVATIONS
STATE OF FLORIDACOUNTY OF PALM BEACH
SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA, HEREBYACCEPTS THE DEDICATIONS AND RESERVATIONS TO SAID DISTRICT AS STATED AND SHOWN HEREON, ANDHEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS _______ DAY OF________________________, 2018.
SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA
WITNESS: ______________________________ BY: _____________________________ SCOTT MASSEY, PRESIDENT
PRINT NAME: ______________________________
WITNESS: ______________________________
PRINT NAME: ______________________________
STATE OF FLORIDA } COUNTY OF PALM BEACH } S.S. THIS INSTRUMENT WAS FILED FOR RECORD AT ______________ M. THIS ___ DAY OF __________, 2018_____ AND DULY RECORDED IN PLAT BOOK NO. _____________ ON PAGE ________________ SHARON R. BOCK, CLERK AND COMPTROLLER BY:__________________, D.C.
LOCATION MAP
SEMINOLE PRAT
ROYAL PALM B
Agenda Page 59
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POINT OF BEGINNING
TOWN CENTER PARKWAY SOUTH(100' RIGHT-OF-WAY)
WESTLAKE AMENITY PARCEL(PLAT BOOK 124, PAGES 65-67)
UNPLATTED
P.C.
P.T. P.R.C. P.R.C.
P.R.C.
SEE DETAIL "A"
UNPLATTED
UNPLATTED
TOWN CENTER EAST(PLAT BOOK 124, PAGES 46-50)
TOWN CENTERPARKWAY NORTH(PLAT BOOK 123,PAGES 106-118)
FIRE-RESCUE STATION #22& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
TOWN CENTER EAST(PLAT BOOK 124, PAGES 46-50)
TOWN CENTER PARKWAY SOUTH(PUBLIC RIGHT-OF-WAY VARIES)
S.I.R.(TYPICAL)
WESTLAKE AMENITY PARCEL(PLAT BOOK 124, PAGES 65-67)
SOUTH BOUNDARY OFTOWN CENTER EAST
EASTERLY BOUNDARY OFWESTLAKE AMENITY PARCEL
S.I.R.(TYPICAL)
SEE DETAIL "B"
SCALE: 1" = 100'
GeoPointSurveying, Inc.
Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
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BEING A PLAT OF A PORTION OFSECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST
CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA
TOWN CENTER PARKWAY SOUTH - PHASE II
BEARINGS SHOWN HEREON ARE BASED ON THE NORTHBOUNDARY OF SECTION 6, TOWNSHIP 43 SOUTH, RANGE41 EAST, HAVING A GRID BEARING OF S.89°48'53”E.(MEASURED). BEARINGS SHOWN HEREON, REFER TOTHE STATE PLANE COORDINATE SYSTEM, NORTHAMERICA DATUM OF 1983 (NAD 83 - '07) FOR THE EASTZONE OF FLORIDA. SAID BASIS OF BEARING IS THE SAMEIN THE NORTH AMERICAN DATUM OF 1983 (NAD 83 - '90).COORDINATES SHOWN HEREON ARE FLORIDA STATE PLANE GRIDDATUM = NAD83 2007 ADJUSTMENTZONE = FLORIDA EASTLINEAR UNITS = US SURVEY FEETCOORDINATE SYSTEM = 1983 STATE PLANEPROJECTION = TRANSVERSE MERCATORALL DISTANCES ARE GROUNDSCALE FACTOR: 1.0000GROUND DISTANCE X SCALE FACTOR = GRID DISTANCEPLAT BEARING = GRID BEARINGNO ROTATIONALL TIES TO SECTION CORNERS AND QUARTER CORNERS AREGENERATED FROM MEASURED VALUES
NORTHEAST CORNER SECTION 6-43-41FOUND BRASS DISK IN CONCRETE "P.B.C."
SECTION 1, TOWNSHIP 43 S., RANGE 40 E.SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"BRASS DISK "10' EAST" SET IN CONCRETE
FOUND 10' EAST ON SECTION LINEN: 884626.7147 E: 886137.1629
NAD83 (2007 ADJUSTMENT)CERTIFIED CORNER RECORD #107597
NORTHEAST CORNER OF SECTION 11, TOWNSHIP 43 S, RANGE 40 ESET 3.5" IRON PIPE "PUBLIC LAND SURVEYCORNER-TALLAHASSEE MERIDIAN"N: 879901.1924 E: 880403.6464CERTIFIED CORNER RECORD #107586
EAST 1/4 CORNER SECTION 1-43-40BRASS DISK IN CONCRETE "P.B.C."CERTIFIED CORNER RECORD: 107599N:881943.9584 (83/07)E:886064.5056 (83/07)
L E G E N D
DETAIL "A" SCALE:1"=20'
TOWN CENTER PARKWAY SOUTH(100' RIGHT-OF-WAY)
DETAIL "B" SCALE:1"=10'
Par
NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY SEMINOLE PRATT WHITNEY ROAD (O.R.B. 28479, PG. 822) N: 881092.3859 E: 883055.2706
ORIGINAL EAST RIGHT-OF-WAY LINE
N45°00'00"E
N00°00'00"E
N90°00'00"E S00°00'00"E
S45°00'00"E
R=950.00' L=376.80'
S76°50'39"E
R=1060.00' L=870.63'
S00°18'17"E
S64°13'14"W
R=749.00' L=12.70'
R=950.00' L=785.32'
S72°24'54"E
S26°12'12"E
N63°53'48"E
N20°12'31"E
R=867.00' L=57.26'
N26°06'12"W
R=440.00' L=75.79'
R=257.73' L=162.84'
S83°07'35"W R=440.00' L=78.73' N47°48'04"W
R=930.03' L=98.91'
S54°40'52"W
N 83°07'36" E
N46°07'34"W
N01°12'59"E
R=759.00' L=44.27'
N 43°41'21" E R=920.03' L=97.86'
N90°00'00"
20'D.E.
LIMITS OF PLAT
O.S.T. 2
LIMITS OF PLAT
LIMITS OF PLAT
LIMITS OF PLAT
O.S.T. 2 & 10' U.E.
R=1000.00' L=455.57' D=26°06'09" CB=N76°56'57"
R=1000.00' L=885.62' D=50°44'33" CB=N38°31'36"
LIMITS OF PLAT
LIMITS OF
R=819.00' L=55.38' D=03°52'26" CB=S04°56'12"
O.S.T. 1 & 10' U.E.
O.S.T. 1 & 10' U.E.
R=1050.00'
L=868.24'
D=47°22'40"
O.S.T. 1 & 10' U.E.
R=450.00' L=80.52'
R=247.73' L=156.52'
R=450.00' L=83.81' D=10°40'17"
30.99'
31.00'
48.00' 60.00
43.03'
50.00'
60.00'
50
50.01'
10
71.
S0°
S2°5
S26°05'18"E79.19'
S25°52'32"E 87.21'
N47°48'04"W 39.71'
R=5.00' L=1.91'
S00°18'17"E 43.50'
S 22°00'26" E (RADIAL)'
S76°50'39"E 10.00'
S64°13'14"W 11.08'
N64°13'14"E 10.40' 49.94'
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY
BASIS OF BEARING NORTH BOUNDARY OF SECTION 6, TOWNSHIP 43 S., RANGE 41 E. S.89°48'53"E., 5270.23' (MEASURED)S.
EAST LINE OF SECTION 1 TOWNSHIP 43
FIR LB4F
IR LB
FIR ILL
268
S88°36'57"NORTH LINE 80' M-CANAL EASEMENT
S1°33'05"W
S01°42'52"W 3
80' M-CANAL EASEMENT 60th STREET NORTH (D.B. 1156, PG. 58) (R.P.B. 6, Pg. 136)
M-CANAL 250' RIGHT-OF-WAY (D.B. 1156, PG. 58)
25
80
SOUTH LINE 80' M-CANAL EASEMENT
N 25°17'35" E
3125.19'
S01°42'52"W 50.9
S 65°48'32" W
2906.90'
R=749.00' L=12.70' D=00°58'18"
S54°40'52"W 78.29'
R/W
R/W
O.S.T. 2N43°41'21"E 34.57'
R=759.00' L=44.27' D=03°20'32"
17.310' U.E.
11.4
S83°07'35"
67.3
R/W
R/W
R/WR/W
N 84°05'54" E (RADIAL)
20' D.E.
EAST R/W LINE
R=5.00' L=1.91' D=21°54'56"N47°48'04"W
31.46'
N47°48'04"W 39.71'
S64°13'14"W 114.45'(TOTAL)10.4
R=450.00' L=83.81' D=10°40'17" (TOTAL)
R=440.00' L=75.79' D=09°52'11" (TOTAL)
10'
10' U.E.
R/W
R/W
O.S.T. 2SIR (TYPICAL)
SIR (TYPICAL)
Agenda Page 60
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POINT OF BEGINNING
TOWN CENTER PARKWAY SOUTH(PROPOSED 100' RIGHT-OF-WAY)
UNPLATTED
UNPLATTED
UNPLATTED
P.C.
P.T. P.R.C. P.R.C.
P.R.C.
P.R.M.(TYP.)
WESTLAKE AMENITY PARCEL(PLAT BOOK 124, PAGES 65-67)
TOWN CENTER EAST(PLAT BOOK 124, PAGES 46-50)
TOWN CENTERPARKWAY NORTH(PLAT BOOK 123,PAGES 106-118)
FIRE-RESCUE STATION #22& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
TOWN CENTER EAST(PLAT BOOK 124, PAGES 46-50)
TOWN CENTER PARKWAY SOUTH(PUBLIC RIGHT-OF-WAY VARIES)
VACANT
VACANT
VACANT
(UTI
LITI
ES U
NDER
CONS
TRUC
TION
- NOT
SHOW
N)
(UTILITIES UNDERCONSTRUCTION- NOT SHOWN)
S.I.R.(TYP.)
S.I.R.(TYP.)
P.R.M.(TYP.)
S.I.R.(TYP.)
SOUTH BOUNDARY OFTOWN CENTER EAST
EASTERLY BOUNDARY OFWESTLAKE AMENITY PARCEL
EAST BOUNDARY OFFIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH
SC
ALE
: 1" =
100'
NORTHEAST CORNER SECTION 6-43-41FOUND BRASS DISK IN CONCRETE "P.B.C."
SECTION 1, TOWNSHIP 43 S., RANGE 40 E.SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"BRASS DISK "10' EAST" SET IN CONCRETE
FOUND 10' EAST ON SECTION LINEN: 884626.7147 E: 886137.1629
NAD83 (2007 ADJUSTMENT)CERTIFIED CORNER RECORD #107597
NORTHEAST CORNER OF SECTION 11,TOWNSHIP 43 S, RANGE 40 ESET 3.5" IRON PIPE "PUBLIC LAND SURVEYCORNER-TALLAHASSEE MERIDIAN"N: 879901.1924 E: 880403.6464CERTIFIED CORNER RECORD #107586
EAST 1/4 CORNER SECTION 1-43-40BRASS DISK IN CONCRETE "P.B.C."CERTIFIED CORNER RECORD: 107599N:881943.9584 (83/07)E:886064.5056 (83/07)
L E G E N D
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10/30/17SURVEYOR'S CERTIFICATE GeoPoint
Surveying, Inc.Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
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SWM 08/10/17
MINTO COMMUNITIES
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SURVEYOR'S NOTES:1) EASEMENTS, RIGHTS-OF-WAYS, SET BACK LINES, RESERVATIONS,
AGREEMENTS AND OTHER SIMILAR MATTERS TAKEN FROM OWNERSHIPAND ENCUMBRANCE REPORT PREPARED BY FOUNDERS TITLE, DATEDMARCH 16, 2015.
2) THIS SURVEY IS LIMITED TO ABOVE GROUND VISIBLE IMPROVEMENTSALONG AND NEAR THE BOUNDARY LINES, AND THAT NOTHING BELOW THEGROUND WAS LOCATED INCLUDING, BUT NOT LIMITED TO FOUNDATIONS(FOOTINGS), UTILITIES, ETC. (INTERIOR OCCUPATION NOT LOCATED)
3) BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OFSECTION 6, TOWNSHIP 43 SOUTH, RANGE 41 EAST, HAVING A GRID BEARINGOF S.89°48'53”E. (MEASURED). THE GRID BEARINGS, AS SHOWNHEREON, REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTHAMERICA DATUM OF 1983 (NAD 83 - '07) FOR THE EAST ZONE OF FLORIDA.SAID BASIS OF BEARING IS THE SAME IN THE NORTH AMERICAN DATUM OF1983 (NAD 83 - '90).
4) THE SUBJECT PROPERTY LIES WITHIN THE CITY OF WESTLAKE, PALMBEACH COUNTY, FLORIDA , WHERE THE FLOOD ZONE IS UNDETERMINED ATTHE TIME OF THIS SURVEY.
5) THIS SURVEY IS BASED ON PREVIOUS FIELD SURVEYS, DOCUMENTS OFRECORD, FOUND MONUMENTS, EXHIBITS, AND HISTORICALLY USEDCORNERS, AS WELL AS THE LEGAL DESCRIPTION SHOWN HEREON.IMPROVEMENTS LIKE UTILITIES UNDER CONSTRUCTION ARE NOT LOCATEDFOR THE PURPOSE OF SHOWING THE BOUNDARY OF A PROPOSED PLAT.
THE FOLLOWING ARE REFERENCE SURVEYS USED IN DETERMININGTHE BOUNDARY LOCATION FOR CALLERY JUDGE GROVES:
a) THE 'M' CANAL ROAD RIGHT OF WAY MAP, RECORDED IN ROAD PLATBOOK 6, PAGE 136.
b) STATE OF FLORIDA PALM BEACH COUNTY RIGHT OF WAY MAP FORSEMINOLE-PRATT WHITNEY ROAD, RECORDED IN ROAD PLAT BOOK 4,PAGE 34.
c) BOUNDARY SURVEY OF RESIDENTIAL AT CALLERY JUDGE GROVES,PREPARED BY LIDBERG LAND SURVEYING, INC. (JOB NO.: 04-106-101C),DATED OCTOBER 5, 2007.
d) SKETCH OF SURVEY, PREPARED BY S.P. MUSICK, DATED MARCH 5,1965.
6) ALL BEARINGS AND DISTANCES (UNITED STATES SURVEY FEET) AS SHOWNHEREON ARE AS DESCRIBED AND MEASURED UNLESS OTHERWISE NOTED.MEASUREMENTS MADE ARE TO THE ACCURACY STANDARD OF SUBURBANOR 1 FOOT IN 7500 FEET.
A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST; THENCES.01°33'05"W. ALONG THE EAST LINE OF SAID SECTION 1, A DISTANCE OF 250.33 FEET TO A POINT ON THE NORTHLINE OF THE 80 FOOT M-CANAL EASEMENT AS RECORDED IN DEED BOOK 1156, PAGE 58 OF THE PUBLIC RECORDSOF PALM BEACH COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT BOOK 6, PAGE 136 OF SAID RECORDS, AND ASMONUMENTED; THENCE S.88°36'57"W. ALONG SAID NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT, A DISTANCEOF 3776.52 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD ASRECORDED IN OFFICIAL RECORD BOOK 1544, PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OF SAIDPUBLIC RECORDS; THENCE S.01°42'52"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEYROAD, A DISTANCE OF 3143.37 FEET TO THE NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY OFSEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF SAID PUBLICRECORDS; THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATTWHITNEY ROAD, A DISTANCE OF 50.93 FEET; THENCE N.90°00'00"E., A DISTANCE OF 795.87 FEET TO A POINT ON THESOUTH BOUNDARY OF TOWN CENTER EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 124,PAGES 46 THROUGH 50, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID POINTALSO BEING THE POINT OF BEGINNING; THENCE ALONG SAID SOUTH BOUNDARY OF TOWN CENTER EAST FORTHE FOLLOWING NINE (9) COURSES: 1) N.45°00'00"E., A DISTANCE OF 35.36 FEET; 2) N.00°00'00"E., A DISTANCE OF25.00 FEET; 3) N.90°00'00"E., A DISTANCE OF 74.00 FEET; 4) S.00°00'00"E., A DISTANCE OF 25.00 FEET; 5) S.45°00'00"E., ADISTANCE OF 35.36 FEET; 6) N.90°00'00"E., A DISTANCE OF 590.49 FEET TO A POINT OF CURVATURE OF A CURVECONCAVE TO THE NORTHWEST WITH A RADIUS OF 950.00 FEET; 7) EASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 22°43'32", A DISTANCE OF 376.80 FEET TO A NON-TANGENT INTERSECTION; 8)N.20°12'31"E., A DISTANCE OF 34.54 FEET; 9) N.26°06'12"W., A DISTANCE OF 3.69 FEET; THENCE N.63°53'48"E., ADISTANCE OF 61.99 FEET TO A POINT ON THE BOUNDARY OF WESTLAKE AMENITY PARCEL, ACCORDING TO THEPLAT THEREOF AS RECORDED IN PLAT BOOK 124, PAGES 65 THROUGH 67, INCLUSIVE, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY FLORIDA; THENCE SOUTHERLY AND EASTERLY ALONG SAID BOUNDARY OF WESTLAKEAMENITY PARCEL FOR THE FOLLOWING THREE (3) COURSES: 1) S.26°12'12"E., A DISTANCE OF 3.71 FEET; 2)S.72°24'54"E., A DISTANCE OF 34.52 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THENORTHWEST WITH A RADIUS OF 950.00 FEET AND A RADIAL BEARING OF N.29°28'49"W. AT SAID INTERSECTION; 3)NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°21'49", A DISTANCE OF785.32 FEET TO A NON-TANGENT INTERSECTION AND A POINT ON THE BOUNDARY OF TOWN CENTER PARKWAYNORTH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 123, PAGES 106 THROUGH 118,
INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.76°50'39"E., ALONG SAIDBOUNDARY OF TOWN CENTER PARKWAY NORTH, A DISTANCE OF 110.00 FEET TO A NON-TANGENT INTERSECTIONWITH A CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF 1060.00 FEET AND A RADIAL BEARING OFN.76°50'38"W. AT SAID INTERSECTION; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH ACENTRAL ANGLE OF 47°03'36", A DISTANCE OF 870.63 FEET TO A NON-TANGENT INTERSECTION; THENCES.00°18'17"E., A DISTANCE OF 32.88 FEET; THENCE S.64°13'14"W., A DISTANCE OF 114.45 FEET; THENCE N.47°48'04"W., ADISTANCE OF 31.46 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST WITHA RADIUS OFF 440.00 FEET AND A RADIAL BEARING OF S.22°00'26"E. AT SAID INTERSECTION; THENCESOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°52'11", A DISTANCE OF75.79 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST WITH A RADIUS OF257.73 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE 36°12'01", ADISTANCE OF 162.84 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST WITHA RADIUS OF 440.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALANGLE 10°15'07", A DISTANCE OF 78.73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THENORTHWEST WITH A RADIUS OF 930.03 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE 06°05'36", A DISTANCE OF 98.91 FEET TO THE POINT OF TANGENCY; THENCES.90°00'00"W., A DISTANCE OF 506.01 FEET; THENCE S.54°40'52"W., A DISTANCE OF 78.29 FEET TO A NON-TANGENTINTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 749.00 FEET AND A RADIALBEARING OF N.84°05'54"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 00°58'18", A DISTANCE OF 12.70 FEET TO A NON-TANGENT INTERSECTION;THENCE S.83°07'35"W., A DISTANCE OF 118.00 FEET TO A POINT ON THE EAST BOUNDARY OF FIRE-RESCUE STATION# 22 AND TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 123,PAGES 104 AND 105, INCLUSIVE, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA AND ANON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00 FEET ANDA RADIAL BEARING OF N.83°07'36"E. AT SAID INTERSECTION; THENCE ALONG SAID EAST BOUNDARY OFFIRE-RESCUE STATION # 22 AND TOWN CENTER PARKWAY SOUTH FOR THE FOLLOWING THREE (3) COURSES: 1)NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°47'02", A DISTANCE OF57.26 FEET TO A NON-TANGENT INTERSECTION; 2) N.46°07'34"W., A DISTANCE OF 36.05 FEET; 3) N.01°12'59"E., ADISTANCE OF 100.02 FEET TO THE POINT OF BEGINNING.
CONTAINING: 5.726 ACRES, MORE OR LESS.
DESCRIPTION:
WESTLAKEBOUNDARY SURVEY
BOUNDARY OF PROPOSEDTOWN CENTER PARKWAY
SOUTH - PHASE IIFIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH(PLAT BOOK 123, PAGES 104-105)
M
THIS BOUNDARY SURVEY WAS PREPARED WITH THE BENEFIT OF CHICAGO TITLE INSURANCE AGENCY, INC.
FILE NO.: 7430709-90031461, EFFECTIVE DATE: OCTOBER 31, 2017 AT 11:00 AM
SCHEDULE B - SECTION II EXCEPTIONS1. TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THAT CERTAIN EASEMENT AND ACCESS AGREEMENT BY AND BETWEEN CALLERY-JUDGEGROVE, A NEW YORK LIMITED PARTNERSHIP AND SEMINOLE WATER CONTROL DISTRICT DATED JANUARY 15, 1971 AND RECORDED JUNE 20, 1971IN OFFICIAL RECORDS BOOK 1868, PAGE 307, TOGETHER WITH THE TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EASEMENT ANDACCESS AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 6853, PAGE 1722, SAID EASEMENTS AS AFFECTED BY RELEASE OF ACCESS RIGHTSRECORDED IN OFFICIAL RECORDS BOOK 14034, PAGE 1138, OFFICIAL RECORDS BOOK 14566, PAGE 1775, OFFICIAL RECORDS BOOK 14566, PAGE 1791,OFFICIAL RECORDS BOOK 14676, PAGE 949, OFFICIAL RECORDS BOOK 15391, PAGE 750 AND OFFICIAL RECORDS BOOK 15610, PAGE 174, PARTIALRELEASE OF DEDICATION OF EASEMENT, IN OFFICIAL RECORDS BOOK 29355, PAGE 1022; PARTIAL RELEASE OF EASEMENT AND RESERVATIONRIGHTS, IN OFFICIAL RECORDS BOOK 29376, PAGE 614; OFFICIAL RECORDS BOOK 28084, PAGE 985; OFFICIAL RECORDS BOOK 28347, PAGE 415;OFFICIAL RECORDS BOOK 28721, PAGE 1765; OFFICIAL RECORDS BOOK 29300, PAGE 583, ALL OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,FLORIDA. (DOES NOT AFFECT PROPERTY)
2. INTERLOCAL AGREEMENT BETWEEN PALM BEACH COUNTY AND SEMINOLE IMPROVEMENT DISTRICT RECORDED IN OFFICIAL RECORDS BOOK20252, PAGE 184, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (AFFECTS PROPERTY, NOT PLOTTABLE)
3. NOTICE OF ENVIRONMENTAL RESOURCE PERMIT, RECORDED AUGUST 13, 2015, IN OFFICIAL RECORDS BOOK 27737, PAGE 15, OF THE PUBLICRECORDS OF PALM BEACH COUNTY, FLORIDA. (AFFECTS PROPERTY, NOT PLOTTABLE)
TITLE COMMITMENT
FIR
NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY SEMINOLE PRATT WHITNEY N: 881092.3859 E:
883055.2706
N45°00'00"E
N00°00'00"E
N90°00'00"E
S00°00'00"E
S45°00'00"E R=950.00' L=376.80'
S76°50'39"E
R=1060.00' L=870.63
S00°18'17"E
R=749.00' L=12.70'
R=950.00' L=785.32'
S72°24'54"E
S26°12'12"E
N63°53'48"E
N20°12'31"E
R=867.00' L=57.26'
N26°06'12"W
R=440.00' L=75.79'
R=257.73' L=162.84'
S83°07'35"W R=440.00' L=78.73'
N47°48'04"W
R=930.03' L=98.91'
S54°40'52"W
N 83°07'36" E
N46°07'34"W
DIRT ROAD
S64°13'14"W
N01°12'59"E
1
2
BASIS OF BEARING NORTH BOUNDARY OF SECTION 6, TOWNSHIP 43 S., RANGE 41 E. S.89°48'53"E., 5270.23' (MEASURED)S.
EAST LINE OF SECTION 1 TOWNSHIP 43
FIR LB4431
FIR LB
FIR ILL
268
NORTH LINE 80' M-CANAL EASEMENT
S 01°33'05" W
S01°42'52"W 3
80' M-CANAL EASEMENT 60th STREET NORTH (D.B. 1156, PG. 58) (R.P.B. 6, Pg. 136)
M-CANAL 250' RIGHT-OF-WAY (D.B. 1156, PG. 58)
25
80
SOUTH LINE 80' M-CANAL EASEMENT
3125.19'
N 25°17'35" E
S 65°48'32" W
2906.90'
This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of
LOCATION MAP
SEMINOLE PRAT
ROYAL PALM B
WESTLAKE PARKWAY
EAST R/W LINE (O.R.B. 1544, PG. 378 & O.R.B. 1640, PG.
S01°42'52"W 50.93'
Agenda Page 61
1. DATE: 7/3/2018
2. PETITION NUMBER: ENG‐2018‐01
3. DESCRIPTION: Town Center Parkway South Phase II
APPLICANT: Minto PBLH, LLC
OWNER: Minto PBLH, LLC
REQUEST: Land Development Permit ‐ Amendment
LOCATION: Westlake, Florida
4. STAFF REVIEW: APPROVAL
The Engineering Department approved the subject application on March 20, 2018. The applicant has
requested an amendment to the approved plans. The Engineering Department has reviewed the
Construction plans prepared by Farner Barley dated June 4, 2018 for this amendment. The condition
of the approval has been lifted and staff recommends approval of the plans.
This letter has been prepared by the following individual, in association with their consultants and
RESOLUTION 2018-15 A RESOLUTION OF THE CITY COUNCIL FOR THE CITY OF WESTLAKE, FLORIDA, APPROVING THE FINAL PLAT ILEX WAY PHASE I, BEING DESCRIBED AS A PORTION LAND DESCRIBED BY METES AND BOUNDS AS A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, IN THE CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA, PROVIDING FOR RECORDATION; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, Minto PBLH, LLC, a Florida Limited Liability Company, as the Applicant has
requested approval for the ILEX WAY, Phase 1, Final Plat, described by metes and bounds as a parcel of land lying in Section 1, Township 43 South, Range 40 East, in the City of Westlake, Palm Beach County, Florida, as described in Exhibit “A”, attached hereto; and WHEREAS, the City of Westlake has the exclusive jurisdiction to approve the plat pursuant to Florida Statutes, §177.071; and WHEREAS, the application has been reviewed and approved by a Professional Surveyor and Mapper for the City of Westlake, and said Surveyor and Mapper has found the application to be consistent with the requirements under Florida Statutes, Chapter 177; and
WHEREAS, the Building staff, Engineering staff and Planning staff for the City of Westlake have reviewed the application, the final plat and the boundary survey, and the collective staff has recommended approval; and WHEREAS, after careful review and consideration, the collective staff has determined that this application has complied with the Palm Beach County Unified Land Development Codes and Florida law. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL FOR THE CITY OF WESTLAKE, FLORIDA, THAT: Section 1: The above recitals are true and correct and are incorporated herein by this
reference. Section 2: The City Council for the City of Westlake hereby approves the final plat and
boundary survey for ILEX WAY, Phase I, as described in the attached Exhibit “A”, containing approximately 2.902 acres, which is located in the City of Westlake, and in Palm Beach County, Florida.
Section 3. The applicant shall provide a certified copy of the recorded plat and the applicant
shall cover the costs of recording the plat in the public records in and for Palm Beach County Florida.
Agenda Page 64
2
Section 4: This resolution shall take effect immediately upon its adoption.
PASSED AND APPROVED by City Council for the City of Westlake, on this 9th day of July, 2018.
__________________________________________ City of Westlake Roger Manning, Mayor
__________________________________ Sandra Demarco, City Clerk __________________________________________
Approved as to Form and Sufficiency Pam E. Booker, City Attorney
Agenda Page 65
ILEX WAY PLAT
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM
BEACH COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40
EAST; THENCE S.01°33'05"W. ALONG THE EAST LINE OF SAID SECTION 1, A DISTANCE OF
250.33 FEET TO A POINT ON THE NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT AS
RECORDED IN DEED BOOK 1156, PAGE 58 OF THE PUBLIC RECORDS OF PALM BEACH
COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT BOOK 6, PAGE 136 OF SAID PUBLIC
RECORDS, AND AS MONUMENTED; THENCE S.88°36'57"W. ALONG SAID NORTH LINE OF
THE 80 FOOT M-CANAL EASEMENT, A DISTANCE OF 3776.52 FEET TO A POINT ON THE EAST
RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL
RECORD BOOK 1544, PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OF
SAID PUBLIC RECORDS; THENCE S.01°42'52"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF
SEMINOLE PRATT WHITNEY ROAD, A DISTANCE OF 3143.37 FEET TO THE NORTHERLY
CORNER OF THE ADDITIONAL RIGHT-OF-WAY OF SEMINOLE PRATT WHITNEY ROAD AS
RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF SAID PUBLIC RECORDS;
THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL EAST RIGHT-OF-WAY LINE OF
SEMINOLE PRATT WHITNEY ROAD, A DISTANCE OF 41.82 FEET; THENCE N.90°00'00"E., A
DISTANCE OF 49.79 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE
TO THE NORTH WITH A RADIUS OF 2842.00 FEET AND A RADIAL BEARING OF N.01°35'32"E.
AT SAID INTERSECTION ALSO A POINT ON THE NORTH BOUNDARY OF FIRE-RESCUE
STATION #22 & TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 123, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF PALM
BEACH COUNTY, FLORIDA; THENCE ALONG THE NORTH AND EAST BOUNDARY OF SAID
FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH FOR THE FOLLOWING
SEVEN (7) COURSES; 1) EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 1°35'32", A DISTANCE OF 78.98 FEET TO THE POINT OF TANGENCY; 2)
N.90°00'00"E., A DISTANCE OF 266.66 FEET; 3) S.77°35'32"E., A DISTANCE OF 37.23 FEET; 4)
N.90°00'00"E., A DISTANCE OF 363.82 FEET; 5) S.01°12'59"W., A DISTANCE OF 100.02 FEET; 6)
S.46°07'34"E., A DISTANCE OF 36.05 FEET TO A NON-TANGENT INTERSECTION WITH A
CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00 FEET AND A RADIAL
BEARING OF N.86°54'38"E. AT SAID INTERSECTION; 7) SOUTHERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 3°47'02", A DISTANCE OF 57.26 FEET TO THE
POINT OF BEGINNING; THENCE N.83°07'35"E., A DISTANCE OF 118.00 FEET; TO A NON-
TANGENT INTERSECTION TO A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF
749.00 FEET, AND A RADIAL BEARING OF N.83°07'35"E. AT SAID INTERSECTION; THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
14°53'38", A DISTANCE OF 194.70 FEET; THENCE S.10°17'45"E., A DISTANCE OF 51.82 FEET;
THENCE S.25°29'34"E., A DISTANCE OF 95.00 FEET TO A POINT OF CURVATURE OF A CURVE
CONCAVE TO THE NORTHEAST WITH A RADIUS OF 302.00 FEET; THENCE SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°51'11", A DISTANCE
OF 62.48 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE
NORTHEAST WITH A RADIUS OF 771.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7°10'12", A DISTANCE OF 96.48 FEET TO
A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST WITH
A RADIUS OF 569.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 16°13'16", A DISTANCE OF 161.09 FEET TO A POINT OF
Agenda Page 66
COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS
OF 877.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 25°21'05", A DISTANCE OF 388.04 FEET; THENCE S.45°30'49"E., A
DISTANCE OF 6.12 FEET; THENCE S.89°16'35"W., A DISTANCE OF 14.09 FEET TO A POINT ON
THE NORTH BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 125, PAGES 106 AND 107, OF THE PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.89°16'35"W. ALONG SAID NORTH
BOUNDARY LINE A DISTANCE OF 118.15 FEET TO A NON-TANGENT INTERSECTION WITH A
CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 749.00 FEET, AND A RADIAL
BEARING OF S.87°00'34"W. AT SAID INTERSECTION; THENCE NORTHWESTERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18°23'02", A DISTANCE OF 240.32
FEET; THENCE N.08°56'47"W., A DISTANCE OF 48.81 FEET TO A NON-TANGENT
INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 761.00
FEET, AND A RADIAL BEARING OF S.65°02'02"W. AT SAID INTERSECTION; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
3°19'43", A DISTANCE OF 44.21 FEET TO A POINT OF COMPOUND CURVATURE WITH A
CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 453.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
16°13'16", A DISTANCE OF 128.25 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE
CONCAVE TO THE NORTHEAST WITH A RADIUS OF 887.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
7°10'12", A DISTANCE OF 111.00 FEET; TO A POINT OF COMPOUND CURVATURE WITH A
CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 418.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
11°51'11", A DISTANCE OF 86.47 FEET TO A POINT OF TANGENCY; THENCE N.25°29'34"W., A
DISTANCE OF 96.33 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE
NORTHEAST WITH A RADIUS OF 877.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6°18'45", A DISTANCE OF 96.62 FEET TO
A POINT ON THE EAST BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 125, PAGES 106 AND 107,
OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG SAID EAST
BOUNDARY LINE FOR THE FOLLOWING TWO (2) COURSES; 1) N.01°07'54"E., A DISTANCE OF
30.13 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE
NORTHEAST WITH A RADIUS OF 867.00 FEET, AND A RADIAL BEARING OF N.72°41'16"E. AT
SAID INTERSECTION; 2) NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 1°32'08", A DISTANCE OF 23.24 FEET; TO A POINT OF COMPOUND
CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00
FEET, SAID POINT BEING THE SOUTHEAST CORNER OF SAID FIRE-RESCUE STATION #22 &
TOWN CENTER PARKWAY SOUTH; THENCE NORTHWESTERLY ALONG THE EAST LINE OF
SAID FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH AND THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 8°54'13", A DISTANCE OF 134.73 FEET TO THE
POINT OF BEGINNING.
CONTAINING: 2.891 ACRES, MORE OR LESS.
Agenda Page 67
GeoPointSurveying, Inc.
Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
Sheet No. 1 of 2 Sheets
MORTGAGEE'S JOINDERAND CONSENT
SURVEYOR & MAPPER'S CERTIFICATE
THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECTREPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION ANDSUPERVISION; THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGEAND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ("P.R.M.S") HAVE BEENPLACED AS REQUIRED BY LAW, AND THAT PERMANENT CONTROL POINTS ("P.C.P.S"),AND MONUMENTS ACCORDING TO SEC. 177.091(9), F.S., WILL BE SET UNDER THEGUARANTEES POSTED WITH THE CITY OF WESTLAKE FOR THE REQUIREDIMPROVEMENTS; AND, FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALLTHE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND THEORDINANCES OF THE CITY OF WESTLAKE, FLORIDA.
DATE: ___________________ __________________________________________ LUIS J. ORTIZ, P.S.M. LICENSE NO. LS7006 STATE OF FLORIDA
TITLE CERTIFICATION
STATE OF FLORIDACOUNTY OF ____________________
WE, FOUNDERS TITLE, A TITLE INSURANCE COMPANY, AS DULY AUTHORIZED TO DO BUSINESS IN THE STATE OFFLORIDA DO HEREBY CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY;THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN MINTO PBLH, LLC; THAT THE CURRENT TAXES HAVEBEEN PAID; AND THAT ALL PALM BEACH COUNTY SPECIAL ASSESSMENT ITEMS, AND ALL OTHER ITEMS HELDAGAINST SAID LANDS HAVE BEEN SATISFIED; THAT ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORDNOR OTHERWISE TERMINATED BY LAW ARE SHOWN HEREON; AND THAT THERE ARE ENCUMBRANCES OF RECORDBUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
DATED: _____________________________ _______________________________ HARRY BINNIE, PRESIDENT FOUNDERS TITLE
SURVEYOR'S SEAL
DEDICATION:
ROAD RIGHT-OF-WAY
ILEX WAY, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE CITY OF WESTLAKE, A FLORIDA MUNICIPALCORPORATION, ITS SUCCESSORS AND/OR ASSIGNS, FOR ROAD RIGHT-OF-WAY PURPOSES AND SHALL BE THEPERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF WESTLAKE.THE SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA, ITSSUCCESSORS AND ASSIGNS, IS HEREBY GRANTED AND RESERVED AN EASEMENT OVER THE ROAD RIGHT-OF-WAYFOR ANY AND ALL PURPOSES AUTHORIZED BY CHAPTER 2000-431, LAWS OF FLORIDA AND CHAPTERS 189 AND 298,FLORIDA STATUTES, IN SO FAR AS SUCH USES ARE NOT INCONSISTENT WITH ITS UTILIZATION FOR ROADRIGHT-OF-WAY PURPOSES. RESPONSIBILITY FOR THE INSTALLATION, MAINTENANCE, OPERATIONS, REPAIR AND/ORREPLACEMENT OF ANY FACILITIES SO INSTALLED SHALL REMAIN THE PERPETUAL OBLIGATION OF THE SEMINOLEIMPROVEMENT DISTRICT, WITHOUT RECOURSE TO THE CITY OF WESTLAKE.
OPEN SPACE TRACTS
TRACTS O.S.T. #1 AND O.S.T. #2, AS SHOWN HEREON, ARE HEREBY RESERVED FOR MINTO PBLH, LLC, A FLORIDALIMITED LIABILITY COMPANY, ITS SUCCESSORS AND ASSIGNS FOR OPEN SPACE PURPOSES AND ARE THEPERPETUAL MAINTENANCE OBLIGATION OF SAID MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ITSSUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO THE CITY OF WESTLAKE.
UTILITY EASEMENTSALL UTILITY EASEMENTS DESCRIBED ON THE PLAT ARE PRIVATE NON-EXCLUSIVE EASEMENTS UNLESS EXPRESSLYSTATED OTHERWISE THEREIN. ALL UTILITY RIGHTS AND EASEMENTS ESTABLISHED BY OR RESERVED BY THISPLAT ARE HEREBY RESERVED TO THE SEMINOLE IMPROVEMENT DISTRICT, (A LOCAL UNIT OF SPECIAL PURPOSEGOVERNMENT ESTABLISHED PURSUANT TO CHAPTERS 189 AND 298, FLORIDA STATUTES, AS A PUBLIC UTILITYPROVIDER OF WATER, SEWER AND RECLAIMED WATER), ITS SUCCESSORS AND ASSIGNS, SUBJECT TO THOSECERTAIN RESTRICTION OF RIGHTS, COVENANTS AND DEDICATIONS AS MAY HEREAFTER BE IMPOSED BY GRANTOR; PROVIDED FURTHER SAID GRANTS OR ASSIGNMENTS SHALL NOT BE DEEMED A PUBLIC DEDICATION OF SAIDRIGHTS OR EASEMENTS. THE SEMINOLE IMPROVEMENT DISTRICT SHALL HAVE THE RIGHT TO GRANT OTHERUTILITY PROVIDERS THE ABILITY TO USE THE EASEMENT, IN ITS SOLE DISCRETION.
SEMINOLE IMPROVEMENTDISTRICT
ACKNOWLEDGEMENT
STATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED SCOTT MASSEY WHO IS PERSONALLY KNOWN TO ME, OR HAS PRODUCED_________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS PRESIDENT OFSEMINOLE IMPROVEMENT DISTRICT, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTEDSUCH INSTRUMENT AS SUCH OFFICER OF SAID DISTRICT, AND THAT THE SEAL AFFIXED TO THE FOREGOINGINSTRUMENT IS THE DISTRICT SEAL OF SAID DISTRICT AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUEAND REGULAR STATUTORY AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDDISTRICT.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ ____________________________________________
NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ________________________________
COMMISSION NO. _______________________
(SEAL)
THIS INSTRUMENT PREPARED BY
LUIS J. ORTIZ, P.S.M.
LS7006 STATE OF FLORIDA.
GEOPOINT SURVEYING, INC.
4152 WEST BLUE HERON BOULEVARD, SUITE 105,
RIVIERA BEACH, FLORIDA 33404.
CERTIFICATE OF AUTHORIZATION NO. LB7768
BEING A PLAT OF A PORTION OFSECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST
CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA
ILEX WAY - PHASE I
DEDICATION AND DESCRIPTION
KNOW ALL MEN BY THESE PRESENTS THAT MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, OWNEROF THE LAND SHOWN AND DESCRIBED HEREON AS ILEX WAY - PHASE I, LYING IN SECTION 1, TOWNSHIP 43 SOUTH,RANGE 40 EAST, CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS:
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST; THENCES.01°33'05"W. ALONG THE EAST LINE OF SAID SECTION 1, A DISTANCE OF 250.33 FEET TO A POINT ON THE NORTHLINE OF THE 80 FOOT M-CANAL EASEMENT AS RECORDED IN DEED BOOK 1156, PAGE 58 OF THE PUBLIC RECORDSOF PALM BEACH COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT BOOK 6, PAGE 136 OF SAID PUBLIC RECORDS,AND AS MONUMENTED; THENCE S.88°36'57"W. ALONG SAID NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT, ADISTANCE OF 3776.52 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD ASRECORDED IN OFFICIAL RECORD BOOK 1544, PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OFSAID PUBLIC RECORDS; THENCE S.01°42'52"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATTWHITNEY ROAD, A DISTANCE OF 3143.37 FEET TO THE NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAYOF SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF SAID PUBLICRECORDS; THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATTWHITNEY ROAD, A DISTANCE OF 41.82 FEET; THENCE N.90°00'00"E., A DISTANCE OF 49.79 FEET TO A NON-TANGENTINTERSECTION WITH A CURVE CONCAVE TO THE NORTH WITH A RADIUS OF 2842.00 FEET AND A RADIAL BEARINGOF N.01°35'32"E. AT SAID INTERSECTION ALSO A POINT ON THE NORTH BOUNDARY OF FIRE-RESCUE STATION #22 &TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 123, PAGES104 AND 105, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE NORTH AND EASTBOUNDARY OF SAID FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH FOR THE FOLLOWING SEVEN(7) COURSES; 1) EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1°35'32", A DISTANCEOF 78.98 FEET TO THE POINT OF TANGENCY; 2) N.90°00'00"E., A DISTANCE OF 266.66 FEET; 3) S.77°35'32"E., ADISTANCE OF 37.23 FEET; 4) N.90°00'00"E., A DISTANCE OF 363.82 FEET; 5) S.01°12'59"W., A DISTANCE OF 100.02 FEET;6) S.46°07'34"E., A DISTANCE OF 36.05 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THENORTHEAST WITH A RADIUS OF 867.00 FEET AND A RADIAL BEARING OF N.86°54'38"E. AT SAID INTERSECTION; 7)SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°47'02", A DISTANCE OF 57.26 FEETTO THE POINT OF BEGINNING; THENCE N.83°07'35"E., A DISTANCE OF 118.00 FEET; TO A NON-TANGENTINTERSECTION TO A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 749.00 FEET, AND A RADIALBEARING OF N.83°07'35"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 14°49'05", A DISTANCE OF 193.71 FEET; THENCE S.11°32'03"E., A DISTANCE OF 52.49FEET; THENCE S.24°53'53"E., A DISTANCE OF 95.11 FEET TO A NON-TANGENT INTERSECTION TO A CURVE CONCAVETO THE NORTHEAST WITH A RADIUS OF 302.00 FEET AND A RADIAL BEARING OF N.64°29'51"E. AT SAIDINTERSECTION; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF11°50'35", A DISTANCE OF 62.42 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THENORTHEAST WITH A RADIUS OF 771.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVETHROUGH A CENTRAL ANGLE OF 7°10'12", A DISTANCE OF 96.48 FEET TO A POINT OF REVERSE CURVATURE WITH ACURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 569.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARCOF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°13'16", A DISTANCE OF 161.09 FEET TO A POINT OF COMPOUNDCURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 877.00 FEET; THENCESOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°21'05", A DISTANCE OF388.04 FEET; THENCE S.45°30'49"E., A DISTANCE OF 6.12 FEET; THENCE S.89°16'35"W., A DISTANCE OF 14.09 FEET TO APOINT ON THE NORTH BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1, ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 125, PAGES 106 AND 107, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,FLORIDA; THENCE S.89°16'35"W. ALONG SAID NORTH BOUNDARY LINE A DISTANCE OF 118.15 FEET TO ANON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 749.00 FEET, ANDA RADIAL BEARING OF S.87°00'34"W. AT SAID INTERSECTION; THENCE NORTHWESTERLY ALONG THE ARC OF SAIDCURVE THROUGH A CENTRAL ANGLE OF 18°18'05", A DISTANCE OF 239.25 FEET; THENCE N.09°54'28"W., A DISTANCEOF 48.26 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUSOF 760.00 FEET, AND A RADIAL BEARING OF S.65°08'19"W. AT SAID INTERSECTION; THENCE NORTHWESTERLYALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°26'01", A DISTANCE OF 45.54 FEET TO A POINTOF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 452.00 FEET;THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°13'16", ADISTANCE OF 127.97 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHEASTWITH A RADIUS OF 888.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH ACENTRAL ANGLE OF 7°10'12", A DISTANCE OF 111.13 FEET; TO A POINT OF COMPOUND CURVATURE WITH A CURVECONCAVE TO THE NORTHEAST WITH A RADIUS OF 419.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OFSAID CURVE THROUGH A CENTRAL ANGLE OF 11°51'36", A DISTANCE OF 86.73 FEET; THENCE N.24°53'53"W., ADISTANCE OF 96.34 FEET TO A NON-TANGENT INTERSECTION TO A CURVE CONCAVE TO THE NORTHEAST WITH ARADIUS OF 877.00 FEET, AND A RADIAL BEARING OF N.64°30'38"E. AT SAID INTERSECTION; THENCENORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6°18'33", A DISTANCE OF 96.57FEET TO A POINT ON THE EAST BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1, ACCORDING TO THE PLATTHEREOF AS RECORDED IN PLAT BOOK 125, PAGES 106 AND 107, OF THE PUBLIC RECORDS OF PALM BEACHCOUNTY, FLORIDA; THENCE ALONG SAID EAST BOUNDARY LINE FOR THE FOLLOWING TWO (2) COURSES; 1)N.01°07'54"E., A DISTANCE OF 30.13 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THENORTHEAST WITH A RADIUS OF 867.00 FEET, AND A RADIAL BEARING OF N.72°41'16"E. AT SAID INTERSECTION; 2)NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1°32'08", A DISTANCE OF23.24 FEET; TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH ARADIUS OF 867.00 FEET, SAID POINT BEING THE SOUTHEAST CORNER OF SAID FIRE-RESCUE STATION #22 & TOWNCENTER PARKWAY SOUTH; THENCE NORTHWESTERLY ALONG THE THE EAST LINE OF SAID FIRE-RESCUE STATION#22 & TOWN CENTER PARKWAY SOUTH AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8°54'13", ADISTANCE OF 134.73 FEET TO THE POINT OF BEGINNING.
CONTAINING: 2.902 ACRES, MORE OR LESS.
HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE ASFOLLOWS:
CITY OF WESTLAKE'S APPROVAL
THIS CERTIFIES THAT THIS PLAT HAS BEEN ACCEPTED AND APPROVED BY THE CITY COUNCIL FOR THE CITY OFWESTLAKE BY A RESOLUTION DULY ADOPTED BY THE CITY COUNCIL THIS __________ DAYOF______________________ 2018, IN ACCORDANCE WITH SEC. 177.071(2), F.S., AND HAS BEEN REVIEWED BY APROFESSIONAL SURVEYOR & MAPPER EMPLOYED BY THE CITY OF WESTLAKE IN ACCORDANCE WITH SEC.177.081(1), F.S.
ATTEST: _____________________________ BY : ________________________________ CITY MANAGER , KEN CASSEL CITY MAYOR, ROGER MANNING
MORTGAGEE'S JOINDER AND CONSENT
STATE OF _______________________
COUNTY OF_____________________
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF [A] MORTGAGE[S], UPON THE PROPERTYDESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED INSAID DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS MORTGAGE[S] WHICH [IS] [ARE] RECORDED INOFFICIAL RECORD BOOK _______________ AT PAGE[S] ________________ OF THE PUBLIC RECORDS OF PALM BEACHCOUNTY, FLORIDA, SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON.
IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENTAND ITS CORPORATE SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITY OF ITS BOARD OF SUPERVISORS,THIS _______ DAY OF ___________________, 2018.
WITNESS: ______________________________ PRINT NAME - TITLE
PRINT NAME: ______________________________
ACKNOWLEDGEMENT
STATE OF __________________COUNTY OF ________________
BEFORE ME PERSONALLY APPEARED ____________________________________ (PRINTED NAME) WHO IS PERSONALLYKNOWN TO ME, OR HAS PRODUCED ___________________________ AS IDENTIFICATION, AND WHO EXECUTED THEFOREGOING INSTRUMENT AS [VICE] PRESIDENT OF __________________________________(CORPORATION NAME), ACORPORATION, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT [HE] [SHE] EXECUTED SUCHINSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOINGINSTRUMENT IS THE CORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT WAS AFFIXED TOSAID INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREEACT AND DEED OF SAID CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________
NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: _____________________________
COMMISSION NO. _____________________
(SEAL)
MINTO PBLH, LLC
SURVEYORS NOTES
1. PERMANENT REFERENCE MONUMENTS ARE SHOWN THUS: " " A 1 1/2" BRASSDISK STAMPED "PRM LB7768" SET IN A 4"X4" CONCRETE MONUMENT.PERMANENT CONTROL POINTS ARE SHOWN AS THUS: " " A MAGNETIC NAILAND DISK STAMPED "PCP LB7768". MONUMENTS ARE SHOWN AS THUS: " " A 1/2"IRON ROD WITH CAP STAMPED "LB7768". (UNLESS OTHERWISE NOTED)
2. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OFSECTION 6, TOWNSHIP 43 SOUTH, RANGE 41 EAST, HAVING A GRID BEARING OFS.89°48'53”E. BEARINGS SHOWN HEREON, REFER TO THE STATE PLANECOORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / '07) FOR THEEAST ZONE OF FLORIDA. SAID BASIS OF BEARING IS THE SAME IN THE NORTHAMERICAN DATUM OF 1983 (NAD 83 / '90).
3. NO BUILDING OR ANY KIND OF CONSTRUCTION OR TREES OR SHRUBS SHALL BEPLACED ON ANY EASEMENT WITHOUT PRIOR WRITTEN CONSENT OF ALLEASEMENT BENEFICIARIES AND ALL APPLICABLE CITY APPROVALS ORPERMITS AS REQUIRED FOR SUCH ENCROACHMENTS. THERE WILL BE NO ABOVEGROUND ENCROACHMENTS WHERE LAKE MAINTENANCE EASEMENTS ANDUTILITY EASEMENTS OVERLAP.
4. THE BUILDING SETBACKS SHALL BE AS REQUIRED BY THE CITY OF WESTLAKEZONING REGULATIONS.
5. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIALDEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NOCIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC ORDIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THATARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLICRECORDS OF PALM BEACH COUNTY.
6. IN THOSE CASES WHERE EASEMENTS OF DIFFERENT TYPES CROSS OROTHERWISE COINCIDE, DRAINAGE EASEMENTS SHALL HAVE FIRST PRIORITY,UTILITY EASEMENTS SHALL HAVE SECOND PRIORITY, ACCESS EASEMENTSSHALL HAVE THIRD PRIORITY, AND ALL OTHER EASEMENTS SHALL BESUBORDINATE TO THESE WITH THEIR PRIORITIES BEING DETERMINED BY USERIGHTS GRANTED.
7. ALL LINES INTERSECTING CIRCULAR CURVES ARE RADIAL UNLESS OTHERWISENOTED.
8. COORDINATES SHOWN HEREON ARE FLORIDA STATE PLANE GRIDDATUM = NAD83 2007 ADJUSTMENTZONE = FLORIDA EASTLINEAR UNITS = US SURVEY FEETCOORDINATE SYSTEM = 1983 STATE PLANEPROJECTION = TRANSVERSE MERCATORALL DISTANCES ARE GROUNDSCALE FACTOR: 1.0000GROUND DISTANCE X SCALE FACTOR = GRID DISTANCEPLAT BEARING = GRID BEARINGNO ROTATIONALL TIES TO SECTION CORNERS AND QUARTER CORNERS ARE GENERATEDFROM MEASURED VALUES
AREA TABLE (ACRES)1. ROADWAY = 2.4612. OPEN SPACE TRACT 1 = 0.2423. OPEN SPACE TRACT 2 = 0.199
TOTAL = 2.902 ACRES
IN WITNESS WHEREOF, MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTSTO BE SIGNED BY ITS MANAGER AND ITS COMPANY SEAL TO BE AFFIXED HERETO BY AND WITH THE AUTHORITYOF ITS MEMBERS THIS _______ DAY OF ___________________, 2018.
MINTO PBLH, LLCA FLORIDA LIMITED LIABILITY COMPANY
WITNESS: ______________________________ BY: _____________________________JOHN F. CARTER, MANAGER
PRINT NAME: ______________________________
WITNESS: ______________________________
PRINT NAME: ______________________________
ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED JOHN F. CARTER WHO IS PERSONALLY KNOWN TO ME, OR HAS PRODUCED_________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING INSTRUMENT AS MANAGER OF MINTOPBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THATHE EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID COMPANY, AND THAT THE SEAL AFFIXED TO SAIDINSTRUMENT IS THE CORPORATE SEAL OF SAID COMPANY AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BYDUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDCOMPANY.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________
NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ____________________________________
COMMISSION NO. _____________________
(SEAL)
CITY OF WESTLAKEACCEPTANCE
CITY OF WESTLAKEAPPROVAL
ACKNOWLEDGEMENTSTATE OF FLORIDACOUNTY OF PALM BEACH
BEFORE ME PERSONALLY APPEARED ____________________________________ (PRINTED NAME) WHO IS PERSONALLYKNOWN TO ME, OR HAS PRODUCED ___________________________ AS IDENTIFICATION, AND WHO EXECUTED THEFOREGOING INSTRUMENT AS _____________________ OF THE CITY OF WESTLAKE, A MUNICIPAL CORPORATION, ANDSEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT [HE] [SHE] EXECUTED SUCH INSTRUMENT AS SUCHOFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THECORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BYDUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAIDCORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS _______ DAY OF _____________________, 2018.
MY COMMISSION EXPIRES: _________________ _____________________________________________
NOTARY PUBLIC STATE OF FLORIDA
PRINT NAME: ____________________________________
COMMISSION NO. _____________________
(SEAL)
ACCEPTANCE OF DEDICATION
STATE OF FLORIDACOUNTY OF PALM BEACH
THE CITY OF WESTLAKE, FLORIDA, A MUNICIPAL CORPORATION, HEREBY ACCEPTS THE DEDICATION OF ROADRIGHT-OF-WAY AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FORSAME AS STATED HEREON, DATED THIS _______ DAY OF ________________________, 2018.
WITNESS: ______________________________ CITY MAYOR, ROGER MANNING
PRINT NAME: ______________________________
ACCEPTANCE OF DEDICATIONS & RESERVATIONS
STATE OF FLORIDACOUNTY OF PALM BEACH
SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA, HEREBYACCEPTS THE DEDICATIONS AND RESERVATIONS TO SAID DISTRICT AS STATED AND SHOWN HEREON, ANDHEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS _______ DAY OF________________________, 2018.
SEMINOLE IMPROVEMENT DISTRICT, AN INDEPENDENT SPECIAL DISTRICT OF THE STATE OF FLORIDA
WITNESS: ______________________________ BY: _____________________________ SCOTT MASSEY, PRESIDENT
PRINT NAME: ______________________________
WITNESS: ______________________________
PRINT NAME: ______________________________
Agenda Page 68
AutoCAD SHX Text
STATE OF FLORIDA } COUNTY OF PALM BEACH } S.S. THIS INSTRUMENT WAS FILED FOR RECORD AT ______________ M. THIS ___ DAY OF __________, 2018_____ AND DULY RECORDED IN PLAT BOOK NO. _____________ ON PAGE ________________ SHARON R. BOCK, CLERK AND COMPTROLLER BY:__________________, D.C.
AutoCAD SHX Text
,
AutoCAD SHX Text
N
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SITE
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No Scale
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LOCATION MAP
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SOUTHERN BOULEVARD
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NORTHLAKE BOULEVARD
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SEMINOLE PRATT WHITNEY ROAD
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OKEECHOBEE BLVD.
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ROYAL PALM BEACH BLVD.
PERSIMMON BLVD.
POINT OF BEGINNING
UNPLATTED
FIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
TOWN CENTER EAST
(PLAT BOOK 124, PAGES 46-50)
SOUTH BOUNDARY OF
TOWN CENTER EAST
NORTH BOUNDARY
PERSIMMON BOULEVARD EAST-PLAT1
(PLAT BOOK 125, PAGES 106-107)
TOWN CENTER PARKWAY SOUTH
(PUBLIC RIGHT-OF-WAY VARIES)
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SE
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GROVE MARKET PLAT
(P.B. 82, Pg. 67)
P.T.
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W
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PERSIMMON BOULEVARD
(O.R. 10202, Pg. 430)
NOT A PART OF THIS PLAT
EXISTING RIGHT-OF-WAY
(O.R.B. 28479, PG. 822)
P.C.C.
P.C.C.
P.R.C.
EAST LINE
PERSIMMON
BOULEVARD
EAST-PLAT 1
P.C.C.
PERSIMMON BOULEVARD
EAST-PLAT1
(PLAT BOOK 125, PAGES
106-107)
SE CORNER FIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
EAST LINE FIRE-RESCUE
STATION #22 & TOWN
CENTER PARKWAY SOUTH
SCALE: 1" = 80'
GeoPointSurveying, Inc.
Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
Sheet No. 2 of 2 Sheets
BEING A PLAT OF A PORTION OFSECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST
CITY OF WESTLAKE, PALM BEACH COUNTY, FLORIDA
ILEX WAY - PHASE I
BEARINGS SHOWN HEREON ARE BASED ON THE NORTH
BOUNDARY OF SECTION 6, TOWNSHIP 43 SOUTH, RANGE
41 EAST, HAVING A GRID BEARING OF S.89°48'53”E.
(MEASURED). BEARINGS SHOWN HEREON, REFER TO
THE STATE PLANE COORDINATE SYSTEM, NORTH
AMERICA DATUM OF 1983 (NAD 83 - '07) FOR THE EAST
ZONE OF FLORIDA. SAID BASIS OF BEARING IS THE SAME
IN THE NORTH AMERICAN DATUM OF 1983 (NAD 83 - '90).
COORDINATES SHOWN HEREON ARE FLORIDA STATE
PLANE GRID
DATUM = NAD83 2007 ADJUSTMENT
ZONE = FLORIDA EAST
LINEAR UNITS = US SURVEY FEET
COORDINATE SYSTEM = 1983 STATE PLANE
PROJECTION = TRANSVERSE MERCATOR
ALL DISTANCES ARE GROUND
SCALE FACTOR: 1.0000
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
PLAT BEARING = GRID BEARING
NO ROTATION
ALL TIES TO SECTION CORNERS AND QUARTER
CORNERS ARE GENERATED FROM MEASURED VALUES
NORTHEAST CORNER OF SECTION 11, TOWNSHIP 43 S, RANGE 40 E
SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"
N: 879901.1924 E: 880403.6464
CERTIFIED CORNER RECORD #107586
L E G E N D
NORTHEAST CORNER SECTION 6-43-41
FOUND BRASS DISK IN CONCRETE "P.B.C."
N:884609.6818 E:891407.3638
NAD83 (2007 ADJUSTMENT)
CERTIFIED CORNER RECORD #107591
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
SECTION 1, TOWNSHIP 43 S., RANGE 40 E.
SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"
BRASS DISK "10' EAST" SET IN CONCRETE
FOUND 10' EAST ON SECTION LINE
N: 884626.7147 E: 886137.1629
NAD83 (2007 ADJUSTMENT)
CERTIFIED CORNER RECORD #107597
EAST 1/4 CORNER SECTION 1-43-40
BRASS DISK IN CONCRETE "P.B.C."
CERTIFIED CORNER RECORD: 107599
N:881943.9584 (83/07)
E:886064.5056 (83/07)
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Agenda Page 69
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N25°29'34"W
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96.33'
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NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY SEMINOLE PRATT WHITNEY ROAD (O.R.B. 28479, PG. 822)
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
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,
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FIR LB4431
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FIR ILLEGIBLE
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S88°36'57"W 3776.52'
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NORTH LINE 80' M-CANAL EASEMENT
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S01°42'52"W 41.82'
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80' M-CANAL EASEMENT 60th STREET NORTH (D.B. 1156, PG. 58) (R.P.B. 6, Pg. 136)
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M-CANAL 250' RIGHT-OF-WAY (D.B. 1156, PG. 58)
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250.00'
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80.00'
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SOUTH LINE 80' M-CANAL EASEMENT
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N90°00'00"E 49.79'
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S 88°45'19" W
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3063.24'
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LICENSED BUSINESS
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LB
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NORTH AMERICAN DATUM
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NAD
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PROFESSIONAL SURVEYOR AND MAPPER
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P.S.M.
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PALM BEACH COUNTY
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P.B.C.
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UTILITY EASEMENT
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U.E.
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PAGE/PAGES
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PG/PGS
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RADIUS
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R
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ARCH LENGTH
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L
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DELTA ANGLE
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Δ
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OFFICIAL RECORDS BOOK
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O.R./O.R.B.
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PLAT BOOK
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P.B.
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DRAINAGE EASEMENT
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D.E.
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ROAD PLAT BOOK
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R.P.B.
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DEED BOOK
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D.B.
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RIGHT-OF-WAY
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R/W
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POINT OF CURVATURE
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P.C.
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POINT OF TANGENCY
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P.T.
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OPEN SPACE TRACT
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O.S.T.
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POINT OF REVERSE CURVATURE
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P.R.C.
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R/W
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R/W
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CENTERLINE
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CHORD BEARING
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CB
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CHORD LENGTH
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C
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SET 1/2" IRON ROD LB7768
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SIR
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FOUND IRON ROD
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FIR
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EAST R/W LINE SEMINOLE-PRATT WHITNEY RD.
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BASIS OF BEARING NORTH BOUNDARY OF SECTION 6, TOWNSHIP 43 S., RANGE 41 E. S.89°48'53"E., 5270.23' (MEASURED)S.89°48'52"E., 5270.39' (COUNTY)
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EAST LINE OF SECTION 1 TOWNSHIP 43 S, RANGE 40 E
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S1°33'05"W 250.33'
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N 38°24'53" E
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4725.04'
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S01°42'52"W 3143.37'
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N90°00'00"E 266.66'
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N90°00'00"E 363.82'
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S77°35'32"E 37.23'
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R=2842.00' L=78.98' Δ=01°35'32"
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S01°12'59"W 100.02'
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POINT OF COMPOUND CURVATURE
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P.C.C.
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FOUND PERMANENT REFERENCE
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MONUMENT LB7768
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SOUTH BOUNDARY OF SECTION 1, TOWNSHIP 43 S., RANGE 40 E.
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RANGE 40 RANGE 41
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2683.74'
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S01°33'05"W
PERSIMMON BLVD.
POINT OF BEGINNING
UNPLATTED
SOUTH BOUNDARY OF
TOWN CENTER EAST
TOWN CENTER PARKWAY SOUTH
(PUBLIC RIGHT-OF-WAY VARIES)
P.C.C.
P.C.C.
P.R.C.
UN
PL
AT
TE
D
SE
MIN
OLE
-P
RA
TT
W
HIT
NE
Y R
OA
D
GROVE MARKET PLAT
(P.B. 82, Pg. 67)
P.T.
I
L
E
X
W
A
Y
(
P
R
O
P
O
S
E
D
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I
G
H
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-
O
F
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A
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)
PERSIMMON BOULEVARD
(O.R. 10202, Pg. 430)
NOT A PART OF THIS PLAT
EXISTING RIGHT-OF-WAY
(O.R.B. 28479, PG. 822)
P.C.C.
P.C.C.
P.R.C.
P.C.C.
FIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
TOWN CENTER EAST
(PLAT BOOK 124, PAGES 46-50)
NORTH BOUNDARY
PERSIMMON BOULEVARD EAST-PLAT1
(PLAT BOOK 125, PAGES 106-107)
PROPOSED
TOWN CENTER PARKWAY SOUTH
PERSIMMON BOULEVARD
EAST-PLAT1
(PLAT BOOK 125, PAGES
106-107)
EAST LINE
PERSIMMON
BOULEVARD
EAST-PLAT 1
SE CORNER FIRE-RESCUE STATION #22
& TOWN CENTER PARKWAY SOUTH
(PLAT BOOK 123, PAGES 104-105)
EAST LINE FIRE-RESCUE
STATION #22 & TOWN
CENTER PARKWAY SOUTH
SCALE: 1" = 80'
NORTHEAST CORNER OF SECTION 11, TOWNSHIP 43 S, RANGE 40 E
SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"
N: 879901.1924 E: 880403.6464
CERTIFIED CORNER RECORD #107586
L E G E N D
NORTHEAST CORNER SECTION 6-43-41
FOUND BRASS DISK IN CONCRETE "P.B.C."
N:884609.6818 E:891407.3638
NAD83 (2007 ADJUSTMENT)
CERTIFIED CORNER RECORD #107591
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
SECTION 1, TOWNSHIP 43 S., RANGE 40 E.
SET 3.5" IRON PIPE "PUBLIC LAND SURVEY
CORNER-TALLAHASSEE MERIDIAN"
BRASS DISK "10' EAST" SET IN CONCRETE
FOUND 10' EAST ON SECTION LINE
N: 884626.7147 E: 886137.1629
NAD83 (2007 ADJUSTMENT)
CERTIFIED CORNER RECORD #107597
EAST 1/4 CORNER SECTION 1-43-40
BRASS DISK IN CONCRETE "P.B.C."
CERTIFIED CORNER RECORD: 107599
N:881943.9584 (83/07)
E:886064.5056 (83/07)
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Sheet No. 1 of 1 Sheets
10/30/17
SURVEYOR'S CERTIFICATE GeoPointSurveying, Inc.
Licensed Business Number LB 7768
4152 W. Blue Heron Blvd.
Riviera Beach, FL 33404www.geopointsurvey.comPhone: (561) 444-2720
Suite 105
Luis J. Ortiz LS7006AT
LJO 05/10/18
MINTO COMMUNITIES
Section: 1 - T 43 S - R 40 E CS-E1-BS
SURVEYOR'S NOTES:
1) EASEMENTS, RIGHTS-OF-WAYS, SET BACK LINES, RESERVATIONS, AGREEMENTS AND
OTHER SIMILAR MATTERS TAKEN FROM OWNERSHIP AND ENCUMBRANCE REPORT
PREPARED BY FOUNDERS TITLE, DATED MAY 11, 2018.
2) THIS SURVEY IS LIMITED TO ABOVE GROUND VISIBLE IMPROVEMENTS ALONG AND
NEAR THE BOUNDARY LINES, AND THAT NOTHING BELOW THE GROUND WAS
LOCATED INCLUDING, BUT NOT LIMITED TO FOUNDATIONS (FOOTINGS), UTILITIES,
ETC. (INTERIOR OCCUPATION NOT LOCATED)
3) BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF
SECTION 6, TOWNSHIP 43 SOUTH, RANGE 41 EAST, HAVING A GRID BEARING OF
S.89°48'53”E. (MEASURED). THE GRID BEARINGS, AS SHOWN HEREON, REFER TO THE
STATE PLANE COORDINATE SYSTEM, NORTH AMERICA DATUM OF 1983 (NAD 83 - '07)
FOR THE EAST ZONE OF FLORIDA. SAID BASIS OF BEARING IS THE SAME IN THE
NORTH AMERICAN DATUM OF 1983 (NAD 83 - '90).
4) THE SUBJECT PROPERTY LIES WITHIN THE CITY OF WESTLAKE, PALM BEACH COUNTY,
FLORIDA , WHERE THE FLOOD ZONE IS UNDETERMINED AT THE TIME OF THIS SURVEY.
5) THIS SURVEY IS BASED ON PREVIOUS FIELD SURVEYS, DOCUMENTS OF RECORD,
FOUND MONUMENTS, EXHIBITS, AND HISTORICALLY USED CORNERS, AS WELL AS THE
LEGAL DESCRIPTION SHOWN HEREON. IMPROVEMENTS LIKE UTILITIES UNDER
CONSTRUCTION ARE NOT LOCATED FOR THE PURPOSE OF SHOWING THE BOUNDARY
OF A PROPOSED PLAT.
THE FOLLOWING ARE REFERENCE SURVEYS USED IN DETERMINING THE
BOUNDARY LOCATION FOR CALLERY JUDGE GROVES:
a) THE 'M' CANAL ROAD RIGHT OF WAY MAP, RECORDED IN ROAD PLAT BOOK 6,
PAGE 136.
b) STATE OF FLORIDA PALM BEACH COUNTY RIGHT OF WAY MAP FOR
SEMINOLE-PRATT WHITNEY ROAD, RECORDED IN ROAD PLAT BOOK 4, PAGE 34.
c) BOUNDARY SURVEY OF RESIDENTIAL AT CALLERY JUDGE GROVES, PREPARED
BY LIDBERG LAND SURVEYING, INC. (JOB NO.: 04-106-101C), DATED OCTOBER 5,
2007.
d) SKETCH OF SURVEY, PREPARED BY S.P. MUSICK, DATED MARCH 5, 1965.
6) ALL BEARINGS AND DISTANCES (UNITED STATES SURVEY FEET) AS SHOWN HEREON
ARE AS DESCRIBED AND MEASURED UNLESS OTHERWISE NOTED. MEASUREMENTS
MADE ARE TO THE ACCURACY STANDARD OF SUBURBAN OR 1 FOOT IN 7500 FEET.
WESTLAKEBOUNDARY SURVEY
BOUNDARY OF PROPOSEDILEX WAY
THIS BOUNDARY SURVEY WAS PREPARED WITH THE BENEFIT OF FOUNDERS TITLE PROPERTY RECORDS REPORT, EFFECTIVE DATE: MAY 1, 2018AT 11:00 PMEASEMENTS AND OTHER MATTERS AFFECTING TITLE:1. INTERLOCAL AGREEMENT BETWEEN PALM BEACH COUNTY AND THE SEMINOLE IMPROVEMENT DISTRICT RECORDED IN OFFICIAL RECORDS
BOOK 20252, PAGE 184, OFTHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (BLANKET EASEMENT)
2. UTILITY AND ACCESS EASEMENT IN FAVOR OF FLORIDA POWER & LIGHT COMPANY RECORDED AUGUST I 0, 2017 IN OFFICIAL RECORDS BOOK29283, PAGE 1333, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (DOES NOT AFFECT THE PROPERTY)
3. LICENSE FOR SEMINOLE PRATT WHITNEY ROAD CROSSING(S), FILED OF RECORD JUNE 29, 2017, IN OFFICIAL RECORDS BOOK 29189, PAGE 1445,OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (DOES NOT AFFECT THE PROPERTY)
4. RECORDED NOTICE OF ENVIRONMENTAL RESOURCE PERMIT, FILED OF RECORD AUGUST 13, 2015, IN OFFICIAL RECORDS BOOK 27737, PAGE15, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (BLANKET EASEMENT)
5. UTILITY AND ACCESS EASEMENT BY MINTO PBLH, LLC, A FLORIDA LIMITED LIABILITY COMPANY AND FLORIDA POWER & LIGHT COMPANY,RECORDED AUGUST 10,2017, IN OFFICIAL RECORDS BOOK 29283, PAGE 1333, AMENDMENT TO UTILITY AND ACCESS EASEMENT, RECORDEDAPRIL30, 2018, IN OFFICIAL RECORDS BOOK 29817, PAGE 650, BOTH OFTHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. (DOES NOTAFFECT THE PROPERTY)
TITLE COMMITMENT
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA, AND BEING MOREPARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST; THENCE S.01°33'05"W. ALONG THE EASTLINE OF SAID SECTION 1, A DISTANCE OF 250.33 FEET TO A POINT ON THE NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT AS RECORDEDIN DEED BOOK 1156, PAGE 58 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA AND AS SHOWN IN ROAD PLAT BOOK 6, PAGE 136OF SAID PUBLIC RECORDS, AND AS MONUMENTED; THENCE S.88°36'57"W. ALONG SAID NORTH LINE OF THE 80 FOOT M-CANAL EASEMENT, ADISTANCE OF 3776.52 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIALRECORD BOOK 1544, PAGE 378 AND OFFICIAL RECORD BOOK 1640, PAGE 1626 BOTH OF SAID PUBLIC RECORDS; THENCE S.01°42'52"W. ALONGSAID EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD, A DISTANCE OF 3143.37 FEET TO THE NORTHERLY CORNER OF THEADDITIONAL RIGHT-OF-WAY OF SEMINOLE PRATT WHITNEY ROAD AS RECORDED IN OFFICIAL RECORD BOOK 28479, PAGE 822 OF SAIDPUBLIC RECORDS; THENCE CONTINUE S.01°42'52"W ALONG THE ORIGINAL EAST RIGHT-OF-WAY LINE OF SEMINOLE PRATT WHITNEY ROAD,A DISTANCE OF 41.82 FEET; THENCE N.90°00'00"E., A DISTANCE OF 49.79 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVETO THE NORTH WITH A RADIUS OF 2842.00 FEET AND A RADIAL BEARING OF N.01°35'32"E. AT SAID INTERSECTION ALSO A POINT ON THENORTH BOUNDARY OF FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH, ACCORDING TO THE PLAT THEREOF AS RECORDED INPLAT BOOK 123, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE ALONG THE NORTH AND EASTBOUNDARY OF SAID FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH FOR THE FOLLOWING SEVEN (7) COURSES; 1) EASTERLYALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1°35'32", A DISTANCE OF 78.98 FEET TO THE POINT OF TANGENCY; 2)N.90°00'00"E., A DISTANCE OF 266.66 FEET; 3) S.77°35'32"E., A DISTANCE OF 37.23 FEET; 4) N.90°00'00"E., A DISTANCE OF 363.82 FEET; 5)S.01°12'59"W., A DISTANCE OF 100.02 FEET; 6) S.46°07'34"E., A DISTANCE OF 36.05 FEET TO A NON-TANGENT INTERSECTION WITH A CURVECONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00 FEET AND A RADIAL BEARING OF N.86°54'38"E. AT SAID INTERSECTION; 7)SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°47'02", A DISTANCE OF 57.26 FEET TO THE POINT OFBEGINNING; THENCE N.83°07'35"E., A DISTANCE OF 118.00 FEET; TO A NON-TANGENT INTERSECTION TO A CURVE CONCAVE TO THENORTHEAST WITH A RADIUS OF 749.00 FEET, AND A RADIAL BEARING OF N.83°07'35"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLYALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14°49'05", A DISTANCE OF 193.71 FEET; THENCE S.11°32'03"E., A DISTANCEOF 52.49 FEET; THENCE S.24°53'53"E., A DISTANCE OF 95.11 FEET TO A NON-TANGENT INTERSECTION TO A CURVE CONCAVE TO THENORTHEAST WITH A RADIUS OF 302.00 FEET AND A RADIAL BEARING OF N.64°29'51"E. AT SAID INTERSECTION; THENCE SOUTHEASTERLYALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°50'35", A DISTANCE OF 62.42 FEET TO A POINT OF COMPOUNDCURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 771.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OFSAID CURVE THROUGH A CENTRAL ANGLE OF 7°10'12", A DISTANCE OF 96.48 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVECONCAVE TO THE SOUTHWEST WITH A RADIUS OF 569.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH ACENTRAL ANGLE OF 16°13'16", A DISTANCE OF 161.09 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THESOUTHWEST WITH A RADIUS OF 877.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF25°21'05", A DISTANCE OF 388.04 FEET; THENCE S.45°30'49"E., A DISTANCE OF 6.12 FEET; THENCE S.89°16'35"W., A DISTANCE OF 14.09 FEET TO APOINT ON THE NORTH BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 125, PAGES 106 AND 107, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE S.89°16'35"W. ALONG SAID NORTHBOUNDARY LINE A DISTANCE OF 118.15 FEET TO A NON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST WITH ARADIUS OF 749.00 FEET, AND A RADIAL BEARING OF S.87°00'34"W. AT SAID INTERSECTION; THENCE NORTHWESTERLY ALONG THE ARC OFSAID CURVE THROUGH A CENTRAL ANGLE OF 18°18'05", A DISTANCE OF 239.25 FEET; THENCE N.09°54'28"W., A DISTANCE OF 48.26 FEET TO ANON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 760.00 FEET, AND A RADIAL BEARING OFS.65°08'19"W. AT SAID INTERSECTION; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°26'01",A DISTANCE OF 45.54 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST WITH A RADIUS OF 452.00FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°13'16", A DISTANCE OF 127.97 FEET TOA POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 888.00 FEET; THENCENORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7°10'12", A DISTANCE OF 111.13 FEET; TO A POINT OFCOMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 419.00 FEET; THENCE NORTHWESTERLY ALONGTHE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°51'36", A DISTANCE OF 86.73 FEET; THENCE N.24°53'53"W., A DISTANCE OF 96.34FEET TO A NON-TANGENT INTERSECTION TO A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 877.00 FEET, AND A RADIALBEARING OF N.64°30'38"E. AT SAID INTERSECTION; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALANGLE OF 6°18'33", A DISTANCE OF 96.57 FEET TO A POINT ON THE EAST BOUNDARY OF PERSIMMON BOULEVARD EAST-PLAT 1, ACCORDINGTO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 125, PAGES 106 AND 107, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA;THENCE ALONG SAID EAST BOUNDARY LINE FOR THE FOLLOWING TWO (2) COURSES; 1) N.01°07'54"E., A DISTANCE OF 30.13 FEET TO ANON-TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00 FEET, AND A RADIAL BEARING OFN.72°41'16"E. AT SAID INTERSECTION; 2) NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1°32'08", ADISTANCE OF 23.24 FEET; TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 867.00FEET, SAID POINT BEING THE SOUTHEAST CORNER OF SAID FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH; THENCENORTHWESTERLY ALONG THE THE EAST LINE OF SAID FIRE-RESCUE STATION #22 & TOWN CENTER PARKWAY SOUTH AND THE ARC OFSAID CURVE THROUGH A CENTRAL ANGLE OF 8°54'13", A DISTANCE OF 134.73 FEET TO THE POINT OF BEGINNING.
100' RIGHT-OF-WAY PER (O.R.B. 1544, PG. 378 AND O.R.B. 1640, PG. 1626)
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S89°16'35"W 14.09'
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N83°07'35"E 118.00'
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R=452.00' L=127.97' Δ=16°13'16"
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R=760.00' L=45.54' Δ=03°26'01"
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NORTH SOUTH QUARTER (1/4) LINE OF SECTION 1, TOWNSHIP 43 SOUTH, RANGE 40 EAST
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R=888.00' L=111.13' Δ=07°10'12"
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S89°16'35"W 118.15'
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R=867.00' L=134.72' Δ=08°54'13"
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DIRT ROAD
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DIRT ROAD
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TOP OF BANK
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TOP OF BANK
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NORTHERLY CORNER OF THE ADDITIONAL RIGHT-OF-WAY SEMINOLE PRATT WHITNEY ROAD (O.R.B. 28479, PG. 822)
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S 87°00'34" W (RADIAL)
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NORTH BOUNDARY OF FIRE STATION #22 & TOWN CENTER PARKWAY SOUTH (P.B. 123, PGs. 104-105)
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S11°32'03"E 52.49'
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S24°53'53"E 95.11'
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R=302.00' L=62.42' Δ=11°50'35"
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R=877.00' L=96.57' Δ=6°18'33"
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N24°53'53"W 96.34'
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R=749.00' L=193.71' Δ=14°49'05"
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R=419.00' L=86.73' Δ=11°51'36"
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N64°29'51"E (RADIAL)
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N64°30'38"E (RADIAL)
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0
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80
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160
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80
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160
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FIR LB4431
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FIR ILLEGIBLE
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S88°36'57"W 3776.52'
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NORTH LINE 80' M-CANAL EASEMENT
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S01°42'52"W 41.82'
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80' M-CANAL EASEMENT 60th STREET NORTH (D.B. 1156, PG. 58) (R.P.B. 6, Pg. 136)
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M-CANAL 250' RIGHT-OF-WAY (D.B. 1156, PG. 58)
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250.00'
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80.00'
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SOUTH LINE 80' M-CANAL EASEMENT
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N90°00'00"E 49.79'
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S88°45'19"W
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3063.24'
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LICENSED BUSINESS
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LB
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NORTH AMERICAN DATUM
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NAD
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PROFESSIONAL SURVEYOR AND MAPPER
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P.S.M.
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PALM BEACH COUNTY
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P.B.C.
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UTILITY EASEMENT
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U.E.
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PAGE
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PG
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RADIUS
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R
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ARCH LENGTH
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L
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DELTA ANGLE
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Δ
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OFFICIAL RECORDS BOOK
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O.R./O.R.B.
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PLAT BOOK
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P.B.
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DRAINAGE EASEMENT
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D.E.
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ROAD PLAT BOOK
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R.P.B.
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DEED BOOK
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D.B.
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RIGHT-OF-WAY
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R/W
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POINT OF CURVATURE
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P.C.
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POINT OF TANGENCY
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P.T.
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POINT OF REVERSE CURVATURE
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P.R.C.
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VACANT
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VACANT
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SET 1/2" IRON ROD LB7768
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SIR
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FOUND IRON ROD
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FIR
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EAST R/W LINE SEMINOLE-PRATT WHITNEY RD.
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S01°42'52"W 3143.37'
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N90°00'00"E 266.66'
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N90°00'00"E 363.82'
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S77°35'32"E 37.23'
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R=2842.00' L=78.98' Δ=01°35'32"
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S01°12'59"W 100.02'
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BASIS OF BEARING NORTH BOUNDARY OF SECTION 6, TOWNSHIP 43 S., RANGE 41 E. S.89°48'53"E., 5270.23' (MEASURED)S.89°48'52"E., 5270.39' (COUNTY)
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EAST LINE OF SECTION 1 TOWNSHIP 43 S, RANGE 40 E
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S1°33'05"W 250.33'
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N 38°24'53" E
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4725.04'
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POINT OF COMPOUND CURVATURE
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P.C.C.
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FOUND PERMANENT REFERENCE
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MONUMENT LB7768
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SOUTH BOUNDARY OF SECTION 1, TOWNSHIP 43 S., RANGE 40 E.
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RANGE 40 RANGE 41
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2683.74'
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S01°33'05"W
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SHEET 1 OF 1
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Drawn:
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Date:
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Check:
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P.C.: DC-7
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Data File: MINTO WEST NAVD88 10-10-17
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Job #:
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NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
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RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
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REVISIONS
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No.
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Date
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Dwn.
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Description
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Prepared For:
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Field Book: 2017-26W/75
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Last Date of Field Survey:
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FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. ..................
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This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers in Chapter 5J-17.050, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.
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N
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SITE
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No Scale
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LOCATION MAP
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SOUTHERN BOULEVARD
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NORTHLAKE BOULEVARD
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SEMINOLE PRATT WHITNEY ROAD
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OKEECHOBEE BLVD.
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ROYAL PALM BEACH BLVD.
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WESTLAKE PARKWAY
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1
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05/23/2018
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LJO
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Review per City comments
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2
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06/11/2018
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LJO
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Review per SID comments
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SEMINOLE IMPROVEMENT DISTRICT
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SID
1. DATE: 6/22/2018
2. PETITION NUMBER: ENG‐2018‐14
3. DESCRIPTION: Ilex Way/CS‐E1 Plat
APPLICANT: Minto PBLH, LLC
OWNER: Minto PBLH, LLC
REQUEST: Plat & Boundary Survey Review
LOCATION: Westlake, Florida
4. STAFF REVIEW: APPROVAL LETTER
This is a supplemental review to the second review of this Plat and Boundary Survey. This review is done
for compliance with Chapters 177, 5J‐17, Florida Statutes, and the City of Westlake’s codes and ordinances.
The following are our comments.
Plat Comments
All of our previous comments have been adequately addressed. The plat is now in compliance with Chapter
177 F.S. and is suitable for recording.
Boundary Survey Comments
All of our previous comments have been adequately addressed. The boundary survey meets the
requirements of rule 5J‐17 of the Florida Administrative Code pursuant to Chapter 472.027 F.S.
This letter has been prepared by the following individual, in association with their consultants and
June 14, 2018 Ken Cassel, Village Manager City of Westlake 4001 Seminole Pratt Whitney Rd. Westlake, FL 33470 Dear Mr. Cassel: Enclosed is the Response Time Report for the City of Westlake for the month of May 2018. If you have any questions of concerns, please contact me at 561-214-3263 Sincerely,
William Rowley, District Chief Palm Beach County Fire Rescue
Agenda Page 75
Station
6/8/2018
Onscene Close
Palm Beach County Fire Rescue Westlake Response Time Report
20180501 to 20180531
ReceivedDate Entered Dispatch EnrouteLocation of EventEvent # Disp Hand Turnout Travel Resp Time*