Agenda 10/10/2017 Item #16A 310/10/2017
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Azure at Hacienda Lakes - Phase 2, (Application Number
PL20170001741) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Azure at Hacienda Lakes - Phase 2, a subdivision of lands located in Sections 23 & 24, Township 50
South, Range 26 East, Collier County, Florida, following the alternative procedure for approval of
subdivision plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat
and associated construction documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Azure at Hacienda
Lakes - Phase 2. These documents are in compliance with the County Land Development Code and
Chapter 177, Florida Statutes. This project is within the Hacienda Lakes MPUD, Ord. 11 -41. All fees
have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100%
of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for
Subdivision Improvements, shall be provided and accepted by the County Manager or his designee and
the County Attorney’s office prior to the recording of the final plat. This procedure is in conformance
with Section 10.02.04 F.2 of the Land Development Code.
The Development Review Division recommends that the final plat of Azure at Hacienda Lakes - Phase 2
be approved for recording.
FISCAL IMPACT: The project cost is $1,217,194.67 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $511,422.67
b) Drainage, Paving, Grading $705,772.00
The Security amount, equal to 110% of the
project cost, is $1,338,914.14
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $37,635.84
10/10/2017
The Fees are based on a construction estimate of $1,217,194.67 and were paid in May, 2017.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,120.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 3,835.67
c) Drainage, Paving, Grading
(.75% const. est.) $ 5,293.29
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $11,507.01
e) Drainage, Paving, Grading
(2.25% const. est.) $15,879.87
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate
Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat
recordation, except when the applicant elects to delay obtaining a COA for non-residential
developments that are required to obtain approval of a site development plan prior to the issuance of a
building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and
construction and maintenance agreement. The Board shall consider the County Manager or designee’s
recommendation and shall take evidence and testimony in regard to the final subdivision plat
requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well
as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat , it
shall state reasons for such denial or conditions.
This item has been approved as to form and legality, and requires a majority vote for Board approval -
SAS
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Azure at
Hacienda Lakes - Phase 2 (Application Number PL20170001741) for recording with the following
stipulations:
1. Approve the amount of $1,338,914.14 as performance security for the required improvements; or such
lesser amount based on work completed, and as is approved by the Growth Management Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County
Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney’s office and the
Board of County Commissioners or the County Manager or his designee on behalf of the
Board pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
10/10/2017
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
10/10/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.3
Doc ID: 3625
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Azure at Hacienda Lakes – Phase 2, (Application Number
PL20170001741) approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 10/10/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
08/15/2017 6:31 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
08/15/2017 6:31 AM
Approved By:
Review:
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/18/2017 6:33 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 08/18/2017 8:58 AM
Growth Management Development Review Chris Scott Additional Reviewer Completed 08/24/2017 3:52 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 08/25/2017 4:06 PM
Growth Management Department John Houldsworth Department Head Review Skipped 08/15/2017 6:24 AM
Growth Management Department James French Deputy Department Head Review Completed 08/28/2017 5:45 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 09/01/2017 1:38 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/05/2017 11:15 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/07/2017 3:44 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 09/28/2017 10:20 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 10/01/2017 9:19 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/10/2017 9:00 AM
13
15 14 FL
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Azure at Hacienda Lakes
DED/CA TIONS/RESER VA TIONS
STA TE OF FLORIDA
COUNTY OF COLLIER
KNOW ALL MEN BY THESE PRESENTS THAT TOLL FL XIII LIMITED PARTNERSHIP, A FLORIDA LIMITED
PARTNERSHIP (DEVELOPER), THE OWNER OF THE LANDS DESCRIBED HEREON, HAS CAUSED THIS PLAT
EN TI 71 ED "AZURE A T HA CIENDA LAKES - PHASE 2" TO BE MADE AND DOES HEREB Y.•
A. DED/CA TE TO AZURE A T HACIENDA LAKES HOMEOWNERS' ASSOCIA T/ON, INC..
1. TRACTS "R" AND "R 1 " FOR PRI VA TE ROAD RIGHT-OF-WAY (R. 0. W.), SUBJECT TO EASEMENTS AS
DEPICTED HEREON, RESER VA TIONS AND SHARED USES AS HEREINAFTER SET FORTH, WITH RESPONSIBILITY
FOR MAINTENANCE. SAID TRACTS "R" AND "R1" ARE PRI VA TE RIGHTS-OF-WAY FOR WHICH COLLIER
COUNTY HAS NO RESPONSIBILITY FOR MAINTENANCE.
2. TRACTS "OS5" "OS6'; "OS7'; "OSS" AND "OS9 " AS OPEN SPACE, SUB✓EC T TO THE EASEMENTS
SHOWN HEREON WITH RESPONSIBILITY FOR MAINTENANCE.
J. TRACTS "PUE1 " AND "PUE2" AS OPEN SPACE, FOR THE PURPOSE OF INS TALLA TION AND MAINTENANCE
OF LANDSCAPING AND IRRIGA TION, SUBJECT TO THE EASEMENTS DEPICTED HEREON, WITH RESPONSIBILITY
FOR MAINTENANCE.
4. ALL ACCESS EASEMENTS (A.E.) AS DEPICTED, WITH RESPONSIBILITY FOR MAINTENANCE.
5. ALL IRRIGATION EASEMENTS (I. E.) AND ALL TEMPORARY IRRIGATION EASEMENTS (T. I. E.) FOR THE
PURPOSE OF CONSTRUCTION, INS TALLA TION, MAINTENANCE AND OPERA TION OF IRRIGA TION FACIL I TIES WI TH
RESPONSIBILITY FOR MAINTENANCE. PROVIDED THAT SUCH USES BE SUB✓ECT TO AND NOT INCONSISTENT
WITH USES BY THE COLLIER COUNTY WATER -SEWER DISTRICT WITH RESPONSIBILITY FOR MAINTENANCE.
6. ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) FOR LANDSCAPING AND BUFFER PURPOSES WITH
RESPONSIBILITY FOR MAINTENANCE.
B. DEDICA TE TO THE HACIENDA LAKES COMMUNITY DEVELOPMENT DISTRICT -
1. ALL
ACCESS EASEMENTS (A.E.) AS DEPICTED,
WITH NO RESPONSIBILITY FOR MAINTENANCE.
2. ALL
LAKE MAINTENANCE EASEMENTS (L.M.E.)
AS DEPICTED, WITH RESPONSIBILITY FOR MAINTENANCE.
J. TRACT 125/1" AS LAKE, FOR THE PURPOSE OF CONSTRUCTION, INSTALLATION, MAINTENANCE AND
OPERATION OF STORMWA TER/DRAINAGE FA CILI TIES, SUBJECT TO THE EA SEMEN TS DEPICTED HEREON, WITH
RESPONSIBILITY FOR MAINTENANCE.
4. ALL DRAINAGE EASEMENTS (D.E.), AS DEPICTED, FOR THE PURPOSE OF CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION OF STORMWA TER/DRAINAGE FACILITIES, WITH RESPONSIBILITY FOR
MAINTENANCE.
5. A RIGHT OF A CCESS 0 VER THOSE AREAS INDICA TED ON THE PLA T AS DRA INA GE EA SEMEN TS (D. E.) AS
DEPICTED FOR THE PURPOSE OF ACCESS TO THE SAME FOR CONS TRUC TION, INSTALLATION AND
OPERA TION OF STORMWA TER/DRAINAGE FACILITIES, WITH RESPONSIBILITY FOR MAINTENANCE.
C. DEDICATE TO COLLIER COUNTY WATER -SEWER DISTRICT-
1.
ISTRICT
1. ALL COUNTY UTILITY EASEMENTS (C. U.E.) FOR POTABLE WATER, NON -POTABLE IRRIGATION WATER
AND/OR WASTEWATER SYSTEM(S) OR POR TIONS) THEREOF AND INGRESS AND EGRESS RIGHTS, WHERE
APPROPRIATE, ARE PROVIDED TO THE COLLIER COUNTY WATER -SEWER DISTRICT TO OPERATE AND
MAINTAIN POTABLE WATER, NON -POTABLE IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS OR
PORTION(S) THEREOF WITHIN THE PLATTED AREA AFTER FINAL CONVEYANCE TO THE COLLIER COUNTY
WATER -SEWER DISTRICT AND, WHERE APPLICABLE, TO INSTALL THE COLLIER COUNTY WATER -SEWER
DISTRICT'S CONNECTING UTILITY FA CILI TIES WITHIN SUCH EASEMENT(S), WITH NO RESPONSIBILITY FOR
MAINTENANCE OF THE SURFA CE EASEMENT AREA.
2. APPLICABLE POTABLE WA TER, NON -POTABLE IRRIGA TION WA TER AND/OR WASTEWA TER SYSTEM(S) OR
PORTION(S) THEREOF CONSTRUCTED WITHIN THIS PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS
SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE (2004-31), AS
AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX -OFFICIO GOVERNING BOARD OF THE
WA TER -SEWER DISTRICT UPON A CCEP TA NCE OF THE ADDI TIONS, EXTENSIONS AND/OR IMPRO VEMENTS
REQUIRED BY THE PLA T.
D. DEDICATE PUBLIC UTILITY EASEMENTS (P. U.E.) TO ALL LICENSED OR FRANCHISED
PUBLIC OR PRI VA TE UTIL I TIES:
ALL PLATTED PUBLIC UTILITY EASEMENTS (P. U.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,
INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO
SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES
SHALL INTERFERE WITH THE FA CILI TIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER
PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC
UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO
THOSE PRI VA TE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS,
OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL
COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE
COMMISSION.
E. DEDICATE TO COLLIER COUNTY-
1.
OUNTY
1. ALL DRAINAGE EASEMENTS (D.E.) AS DEPICTED WITH NO RESPONSIBILITY FOR MAINTENANCE.
2 A RIGHT OF A CCESS 0 VER THOSE AREAS INDICA TED ON THE PLA T A S DRA INA GE EASEMENTS (D. E.) AS
DEPICTED, WITH NO RESPONSIBILITY FOR MAINTENANCE.
J. ALL LAKE MAINTENANCE EASEMENTS (L. M.E.), AS DEPICTED WITH NO RESPONSIBILITY FOR
MAINTENANCE.
4. ALL ACCESS EASEMENTS (A.E.), AS DEPICTED WITH NO RESPONSIBILITY FOR MAINTENANCE.
F. DEDICATE TO COLLIER COUNTY, ITS FRANCHISEES AND THE GREATER NAPLES FIRE
RESCUE DISTRICT.•
A NON-EXCL USI VE ACCESS EASEMENT (A.E) OVER TRACTS "/?- AND "/?I- FOR THE SOLE PURPOSE OF
PERMITTING EMERGENCY AND OTHER SERVICE VEHICLES ACCESS, WI THOU T RESPONSIBILITY FOR
MAINTENANCE.
A REPLA T OF A POR TION OF TRA C T "FD I '; AZURE A T HA CIENDA LAKES,
- Phase 2
RECORDED IN
PLAT BOOK 62, PA GES I3 THROUGH 21
LYING WITHIN SECTIONS 23 AND 24, TO WNSHIP 50 SOU TH, RA NGE 26 EA S T,
COLLIER COUNTY FLORIDA.
13
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MEADOWS N
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171 24
0
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22 °' 23
oo� PROJECT
J LOCATION
SABAL PALM ROAD
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27 26 25
L OCA TION MAP
NOT TO SCALE
N OTI CE:
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.
IN WI TNESS WHEREOF, THE UNDERSIGNED OWNER HAS CA USED THESE PRESEN TS TO BE SIGNED THIS DA Y
OF -------- 2017, A. D.
WI TNESSES.-
SIGNA TORE
PRINT NAME
SIGNA TORE
PRINT NAME
SURVEY NOTES:
TOLL FL XIII LIMI TED PARTNERSHIP
A FLORIDA L IMI TED PARTNERSHIP
B Y.• TOLL FL GP CORP.
I TS GENERAL PAR TNER
BY
KENNETH S. THIR TYA CRE,
DI VISION PRESIDENT
1. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.
2. UNLESS OTHERWISE NOTED ALL CURVES ARE TANGENTIAL AND CIRCULAR.
3. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 24,
TOWNSHIP 50 SOU TH, RANGE 26 EAST, IN PLA T OF AZURE A T HA CIENDA LAKES, AS RECORDED IN PLA T BOOK 62,
PAGE 13, AS BEING NORTH 0128'07" EAST AND RELA TE TO THE STA TE PLANE COORDINA TE SYSTEM ESTABLISHED
B Y THE NA TIONAL GEODETIC SUR VEY FOR FL ORIDA EAST ZONE, 1983 DA TUM WI TH 1990 ADJUSTMEN T.
4. RESERVATIONS, RESTRICTIONS AND COVENANTS OF RECORD RECORDED IN OFFICIAL RECORDS BOOK 5355, PAGE
1476, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
5 SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
RECORDED IN OFFICIAL RECORDS BOOK ------- PAGE ____, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FL ORIDA.
6. THE GRANT OF EA SEMEN T RECORDED OCTOBER 19, 2015 IN OFFICIAL RECORDS BOOK 5205, PAGE 2194 /S A
BLANKET EA SEMEN T 0 VER ALL LANDS PLA TIED HERE -3 Y.
7. THIS PROJECT WAS APPROVED AS HACIENDA LAKES MPUD, PUD ORD. NO. 11-41 AND LIES WITHIN THE
HACIENDA LAKES COMMUNITY DEVELOPMENT DISTRICT, ORD. NO. 12-36.
CORPORA TE ACKNOWLEDGEMENT
STA TE OF FL ORIDA
COUNTY OF COLLIER
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF -------- 2017, BY
KENNETH S. THIR TYA CRE, DIVISION PRESIDENT OF TOLL FL GP CORP., GENERAL PARTNER OF TOLL FL X///
LIMI TED PAR TNERSHIP, A FL ORIDA LIMI TED PAR TNERSHIP, ON BEHALF OF SAID EN T1 TIES. HE IS PERSONA LL Y
KNOWN TO ME OR HAS PRODUCED AS IDENTIFICA TION.
SIGNA TORE OF PERSON TAKING ACKNOWLEDGMENT
NAME OF A CKNOWLEDGER TYPED, PRINTED OR STAMPED
(AFFIX SEAL)
COUNTY APPROVALS
COUNTY ENGINEER
SHEET 1 OF 5
THIS PLA T APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF COLLIER
COUNTY, FLORIDA, THIS ______ DAY OF ------------- 2017, A. D.
✓A CK MCKENNA, P. E.
COLLIER COUNTY ENGINEER
COUNTY SURVEYOR
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS _____ DAY OF
___________1 2017, A. D.
MARCUS L. BERMAN, P. S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY A TTORNEY
THIS PLA T APPROVED BY THE COLLIER COUNTY A TTORNEY THIS _____ DAY OF
2017, A. D.
SCOTT A. STONE
ASSISTANT COUNTY A TTORNEY
COUNTY COMMISSION APPROVAL
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE
BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, THIS -----
DAY OF ------------ 2017, A.D. PRO VIDED THA T THE PLA T IS FILED IN THE
OFFICE OF THE CLERK OF CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.
A TTEST PENN Y TA YL OR, CHAIRMAN
DWIGHT E. BROCK BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA.
FILING RECORD
I HEREB Y CER TIFY THA T THIS PLA T HA S BEEN EXAMINED B Y ME AND THA T I T
COMPLIES IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA
STA TU TES. I FU THER CERTIFY THA T SAID PLA T WAS FILED FOR RECORD A T
________ (A. M. OR P.M.) THIS ______ DAY OF ----------- 2017 A.D.,
AND DUL Y RECORDED IN PLA T BOOK ------- PAGE(S) _______ THROUGH
______I INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
CLERK OF THE CIRCUIT COURT IN
AND FOR COLLIER COUNTY, FLORIDA.
SUR VEYORS CST TIFICA TE
I HEREBY CERTIFY THA T THIS PLA T WAS PREPARED FROM A BOUNDARY SURVEY
PERFORMED B Y ME, OR UNDER M Y SUPER VISION, A S PRO VIDED IN CHAP TER
177.041, FLORIDA STA TU TES AND THA T THIS PLA T COMPLIES WITH ALL THE
REQUIREMENTS OF CHAPTER 177, PART 1, AS AMENDED, FL ORIDA STA TU TES.
I T IS FUR THER CER TIFIED THA T ALL PERMANENT REFERENCE MONUMEN TS WILL BE
SET PRIOR TO RECORDING OF THIS PLA T AND THA T ALL PERMANENT CONTROL
POINTS AND LOT CORNERS WILL BE SET PRIOR TO FINAL ACCEPTANCE OF THE
REQUIRED IMPRO VEMEN TS.
RHODES & RHODES LAND SURVEYING, INC.
JOHN SCOTT RHODES, P. S.M. NO. 5739 DA TED
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES, P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FLORIDA 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
PARCEL 2 LEGAL DESCRIPTION
A PARCEL OR TRACT OF LAND BEING A PORTION OF TRACT "FD 1 ', AZURE AT HACIENDA
LAKES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 62, PAGES I3
THROUGH 21 (INCLUSIVE), OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND
LYING IN SECTION 24, TOWNSHIP 50 SOUTH RANGE 26 EAST, SAID COLLIER COUNTY,
FLORIDA AND BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS:
BEGIN AT A POINT ON A NON-TANGENTIAL CURVE, SAID POINT BEING THE NOR THERL Y
MOST CORNER OF TRACT "F91", AZURE AT HACIENDA LAKES, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 62, PAGES 13 THROUGH 21 (INCL USI VE), OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE CONTINUE ALONG THE EASTERLY
BOUNDARY OF SAID TRACT "FDI" THE FOLLOWING THREE COURSES; COURSE ONE:
SOUTHEASTERLY, 170.38 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 280.00 FEET, THROUGH A CENTRAL ANGLE OF
34 51 '52 " AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43 57'17" EAST, A
DISTANCE OF 167.76 FEET TO A POINT OF REVERSE CURVATURE; COURSE TWO:
SOUTHEASTERLY, 797.44 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 585.00 FEET, THROUGH A CENTRAL ANGLE OF
78 06'08" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 2220'09" EAST A
DISTANCE OF 7J712 FEET TO A POINT OF REVERSE CURVATURE- COURSE THREE:
SOUTHERLY, 294.74 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY,
HAVING A RADIUS OF 345.00 FEET THROUGH A CENTRAL ANGLE OF 48 5653" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 074532" EAST, A DISTANCE OF 285.85
FEET; THENCE SOUTH 54 03'22" WEST, A DISTANCE OF 162.48 FEET TO A POINT ON A
NON-TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 55.04 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCH VE SOU THWESTERL Y, HA VING A RADIUS OF 523. DO FEET, THROUGH
A CENTRAL ANGLE OF 06 01 '48" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
J2'55'44" EAST, A DISTANCE OF 55.02 FEET; THENCE SOUTH 60 05'10" WEST, A DISTANCE
OF 187.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHWESTERLY,
70.56 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 336.00 FEET, THROUGH A CENTRAL ANGLE OF 12 01 '56" AND BEING SUBTENDED
BY A CHORD THAT BEARS NORTH 35 5548" WEST A DISTANCE OF 70.43 FEET; THENCE
NORTH 41 5647" WEST A DISTANCE OF 78.16 FEET TO A POINT OF CURVATURE- THENCE
NORTHWESTERLY, 23.79 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF
27`15'57" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55 3445" WEST, 23.57
FEET; THENCE NORTH 4803'I3" EAST A DISTANCE OF I3256 FEET; THENCE NORTH
4156'47" WEST, A DISTANCE OF 113.66 FEET TO A POINT OF CURVATURE- THENCE
WESTERLY, 22.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY,
HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 85 45'07" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 84-49:20" WEST, 20.41 FEET TO A POINT OF
REVERSE CURVATURE'; THENCE SOUTHWESTERLY, 345.61 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCH VE NORTHWESTERL Y, HA VING A RADIUS OF 660.00 FEET, THROUGH
A CENTRAL ANGLE OF 30 00'12" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
67°18'12" WEST, 341.68 FEET; THENCE SOUTH 82°18'18" WEST, A DISTANCE OF 6.56 FEET
TO A POINT OF CURVATURE- THENCE SOUTHWESTERLY, 2277 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 15.00 FEET, THROUGH
A CEN TRA L ANGLE OF 865859" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
3848'49" WEST, 20.65 FEET; THENCE SOUTH 85`19'19" WEST, A DISTANCE OF 60.00 FEET
TO A POINT ON A NON- TANGENTIAL CURVE; THENCE NOR THERL Y, 55.36 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCH VE WESTERL Y, HA VING A RADIUS OF 875.00 FEET,
THROUGH A CENTRAL ANGLE OF 0337'31 " AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 062926" WEST, 55.35 FEET; THENCE SOUTH 8141'48" WEST, A DISTANCE
OF I37. 00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHWESTERLY,
433.05 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 738.00 FEET, THROUGH A CENTRAL ANGLE OF 3337'12" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 25-0648- WEST A DISTANCE OF 426.86
FEET TO A POINT OF COMPOUND CURVATURE, THENCE WESTERLY, 6271 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET,
THROUGH A CENTRAL ANGLE OF 7151 '44 " AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 7751'16" WEST, A DISTANCE OF 58.68 FEET TO AN INTERSECTION WITH THE
NOR THERL Y BOUNDARY OF SAID TRACT "FDI" THENCE ALONG SAID NOR THERL Y BOUNDARY
OF SAID TRACT "FDI" THE FOLLOWING EIGHTEEN COURSES; COURSE ONE: NORTH 44`12'47"
EAST 169.83 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE TWO:
SOUTHEASTERLY, 82.18 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 875.00 FEET THROUGH A CENTRAL ANGLE OF
05:22'54 " AND BEING SUB TENDED B Y A CHORD THA T BEARS SOUTH 43 05'46 " EAST, 82.15
FEET; COURSE THREE- NORTH 4935'40" EAST, 50.00 FEET TO A POINT ON A
NON- TANGENTIAL CUR VE; COURSE FOUR: NOR THWESTERL Y, 9 1. 19 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 925.00 FEET,
THROUGH A CENTRAL ANGLE OF 053855" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 43°I3'47" WEST 91.15 FEET; COURSE FIVE: NORTH 435646" EAST, 187.05
FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE SIX- NORTHEASTERLY, 45.51
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A
RADIUS OF 2,238.00 FEET, THROUGH A CENTRAL ANGLE OF 010955" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 47-12'11- EAST, 45.51 FEET TO A POINT OF
COMPOUND CURVATURE- COURSE SEVEN: NORTHEASTERLY, 50.05 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 688.00 FEET,
THROUGH A CENTRAL ANGLE OF 04 `10'07" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 49 52'12 " EAST, 50.04 FEET TO A POINT OF COMPOUND CURVA TURE,•
COURSE EIGHT NORTHEASTERLY, 59.15 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL
ANGLE OF 103525" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 57`14'58"
EAST, 59.06 FEET TO A POINT OF REVERSE CURVATURE; COURSE NINE: NORTHEASTERLY,
66.12 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A
RADIUS OF 805.00 FEET, THROUGH A CENTRAL ANGLE OF 044221 " AND BEING SUBTENDED
BY A CHORD THAT BEARS NORTH 60°11'30" EAST, 66.10 FEET TO A POINT OF REVERSE
CURVATURE- COURSE TEN: EASTERLY, 37.26 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCH VE SOUTHERL Y, HA VING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF
42 42'09 " AND BEING SUB TENDED B Y A CHORD THA T BEARS NOR TH 79 *11'24 " EA S T, 36.41
FEET; COURSE ELEVEN: NORTH 3829'05" WEST 153.82 FEET TO A POINT ON A
NON-TANGENTIAL CURVE; COURSE TWELVE: NORTHEASTERLY, 8.47 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 825.00 FEET,
THROUGH A CENTRAL ANGLE OF 0035'18" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 6306'26" EAST, 8.47 FEET; COURSE THIRTEEN: NORTH 6324'05" EAST,
122.J7 FEET TO A POINT OF CURVATURE- COURSE FOURTEEN: EASTERLY, 36.85 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF
25.00 FEET, THROUGH A CENTRAL ANGLE OF 84:27'01" AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 74:2224" EAST, 33.60 FEET TO A POINT OF REVERSE
CURVATURE- COURSE FIFTEEN. SOUTHEASTERLY, 88.88 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 492.00 FEET, THROUGH
A CENTRAL ANGLE OF 10:21'01" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
37`19'25" EAST, 88.76 FEET; COURSE SIXTEEN: NORTH 4730'04" EAST, 50.00 FEET TO A
POINT ON A NON-TANGENTIAL CURVE; COURSE SEVENTEEN: NORTHWESTERLY, 123.25 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
442.00 FEET, THROUGH A CENTRAL ANGLE OF 155835" AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 3430'38" WEST, 122.85 FEET, COURSE EIGHTEEN- NORTH
6328'39" EAST, A DISTANCE OF 162.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 878, 73I SQUARE FEET OR 20.173 ACRES, MORE OR LESS.
Azure at Hacienda Lakes -Phase 2
A REPL A T OF A POON OF TRA C T "FD I ';
R TIA ZURE A T HA CIENDA L A KES, RECORDED IN
PLAT BOOK 62, PAGES IJ THROUGH 21
L PING WI THIN SEC TIONS 2J A ND 24, TO WNSHIP 50 SOU TH, RA NGE 26 EA S T,
COLLIER COUNTY, FL ORIDA .
PARCEL 1
PARCEL 2
POINT OF BEGINNING
PARCEL 1
WESTERL Y MOST CORNER
TRACT "FDI ",
LINE TABLE
CUR AE
TABLE
LINE
LENGTH
BEARING
BEARING
CUR VE
L8
78.16'
N
415647"
W
L9
113.66'
N
41 5647"
W
L 10
6.56'
S
82`18'18"
W
L11
60.00'
S
85`19'19"
W
L 12
122.37'
N
6J:24'05"
E
L I3
50.00'
N
47 30'04 "
E
L 14
1 162.00' 1
N
63 2839 "
E
L 15
50.00'
N
49 3540" E
POINT OF BEGINNING
PARCEL 1
WESTERL Y MOST CORNER
TRACT "FDI ",
LINE TABLE
CUR AE
TABLE
LENGTH
y
BEARING
Ll
CUR VE
RADIUS
DEL TA
LEN TH
CHORD
CHORD BEARING
C12
280.00'
34 51'52 "
170.38'
167.76'
S
43 57'17"
E
CI3
585.00'
7806'08"
797.44'
737.12'
S 2220'09"
E
C14
345.00'
48565J"
294.74'
285.85'
S
07 4532"
E
C15
523.00'
6 01 '48"
55.04'
55.02'
S
J25544"
E
C16
336.00'
12'01'56"
70.56'
70.43'
N
35 5548"
W
C17
50.00'
27`15'57"
23.79'
23.57'
N
553445"
W
C18
15.00'
8545'07"
22.45'
20.41'
N
8449'20"
W
C19
660.00'
30 00'12"
J45.61'
341.68'
S
67`18'12"
W
C20
15.00'
86 5859 "
22.77'
20.65'
S 38 4849 "
W
C21
875.00'
33731 "
55.36'
55.35'
N
06:2926 "
W
C22
738.00'
3337'12"
433.05'
426.86'
N 25'06'48 "
W
C23
50.00'
71'51'44"
62.71'
58.68'
N
77 51 '16 "
W
C24
875.00'
5 2254 "
82.18'
82.15'
S
43 05'46 "
E
C25
925.00'
53855"
91.19'
91.15'
N
43`13'47"
W
C26
2238.00'
1 09'55"
45.51'
45.51'
N
47`12'11 "
E
C27
688.00'
4 `10'07"
50.05'
50.04'
N
49 52'12"
E
C28
320.00'
103525"
59.15'
59.06'
N
57`14'58"
E
C29
805.00'
4 42'21 "
66.12'
66.10'
N
60 `11 '30"
E
C30
50.00'
42 42'09 "
37.26'
J6.41'
N
79 *11'24 " E
C31
825.00'
0 35'18"
8.47'
8.47'
N
63 06'26 " E
C32
25.00'
8427'01"
36.85'
33.60'
S
74 2224 "
E
C33
492.00'
10:21'01"
88.88'
88.76'
S
37`19'25" E
C34
442.00'
15 5835"
123.25'
122.,_35'
N
34 30'38"
W
POINT OF BEGINNING
PARCEL 1
WESTERL Y MOST CORNER
TRACT "FDI ",
21
O 80 160 320
GRAPHIC SCALE 11V FEET
1"-160'
TRACT "052"
POINT OF BEGINNING
PARCEL 2
NOR THERL Y MOST CORNER
\ TRACT "FD 1 "
�s Z G31 L1 G ph CONSER VA T ONT E� SEMEN T
� PARCEL 03
�; �,N pp 0. R. 5016, PAGE 3 / 4 0
'' o `` PA GE 3822
TRACT "OS5 "
GZgC'30
2 �L° 9e
NHEET 4
S c 10
123
�\a�� ��� ,�� 112
� �'X36 124 ti
W s 13
_' � 113
LINE TABLE
CUR VE
LINE
LENGTH
y
BEARING
Ll
147.50'
N
607429" E
L2
50.00'
N
70 5323" E
L 3
79.03'
N
6151 '33" E
L 4
105.97'
S 28 08'27" E
L5
60.00'
S
023I'39" E
L6
76.06'
N
0128'07" E
L7
50.00'
N
7120'54 " E
21
O 80 160 320
GRAPHIC SCALE 11V FEET
1"-160'
TRACT "052"
POINT OF BEGINNING
PARCEL 2
NOR THERL Y MOST CORNER
\ TRACT "FD 1 "
�s Z G31 L1 G ph CONSER VA T ONT E� SEMEN T
� PARCEL 03
�; �,N pp 0. R. 5016, PAGE 3 / 4 0
'' o `` PA GE 3822
TRACT "OS5 "
GZgC'30
2 �L° 9e
NHEET 4
S c 10
123
�\a�� ��� ,�� 112
� �'X36 124 ti
W s 13
_' � 113
CUR VE
TABLE
N
y
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C1
875.00'
257'17"
45.12'
45.12'
S 287652" E
C2
800.00'
741 '36"
107.42'
107.34'
S 22 5725" E
C3
850.00'
S 52'10"
87.08'
87.04'
N 22 02'42" W
C4
25.00'
8650'20"
37.89'
34.37'
N 182623" E
C5
25.00'
90 00'00"
39.27'
35.36'
S 73 08'27" E
C6
434.97'
2536'51 "
194.46'
192.84'
S 1520'02" E
C7
25.00'
90 00'00"
39.27'
35.36'
S 42:282 1 " W
C8
1160.00'
20 07'14"
407.35'
405.26'
N 0835'30" W
C9
1210.00'
2 05'17"
44.10'
44.10'
N 19 41 '45 " W
CIO
25.00'
1627454"
70.79'
49.40'
N 78 08'09" E
CII
727.50'
26 46'I3"
339.91 '
336.83'
N 16:2224 " W
21
O 80 160 320
GRAPHIC SCALE 11V FEET
1"-160'
TRACT "052"
POINT OF BEGINNING
PARCEL 2
NOR THERL Y MOST CORNER
\ TRACT "FD 1 "
�s Z G31 L1 G ph CONSER VA T ONT E� SEMEN T
� PARCEL 03
�; �,N pp 0. R. 5016, PAGE 3 / 4 0
'' o `` PA GE 3822
TRACT "OS5 "
GZgC'30
2 �L° 9e
NHEET 4
S c 10
123
�\a�� ��� ,�� 112
� �'X36 124 ti
W s 13
_' � 113
58 353.18 5j. 18 ' W TRACT "PUE2 "
SHEET 2 OF 5
KEYMAP
PARCEL 1 LEGAL DESCRIPTION
A PARCEL OR TRACT OF LAND BEING A PORTION OF TRACT "FD 1 " AZURE AT
HACIENDA LAKES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
62, PAGES I3 THROUGH 21 (INCL USI VE), OF THE PUBLIC RECORDS OF COL L /ER
COUNTY, FLORIDA AND L PING IN SECTIONS 23 AND 24, TOWNSHIP 50 SOUTH RANGE
26 EAST, SAID COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGIN AT THE WESTERLY MOST CORNER OF TRACT "FDI" AZURE AT HACIENDA
LAKES, ACCORDING TO THE PLA T THEREOF AS RECORDED IN PLA T BOOK 62, PAGES
13 THROUGH 21 (INCLUSIVE), OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE CONTINUE ALONG THE NOR THERL Y BOUNDARY OF SAID TRA C T
"FDI" THE FOLLOWING SEVEN COURSES- COURSE ONE: NORTH 60'1429" EAST,
147.50 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE TWO:
SOUTHEASTERLY, 45.12 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 875.00 FEET, THROUGH A CENTRAL ANGLE
OF 02 57'17" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 28 °16'52 "
EAST, A DISTANCE OF 45.12 FEET TO A POINT OF COMPOUND CURVATURE- COURSE
THREE- SOUTHEASTERLY, 107.42 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 800.00 FEET, THROUGH A
CENTRAL A NGL E OF 07'41'J6" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 22 5725" EAST, A DISTANCE OF 107.34 FEET; COURSE FOUR: NORTH
70 53'23" EAST, 50.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE
FIVE: NORTHWESTERLY, 87.08 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE- SOUTHWESTERLY, HAVING A RADIUS OF 850.00 FEET, THROUGH A
CENTRAL ANGLE OF 05 52'10" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 22'02'42" WEST, A DISTANCE OF 87.04 FEET TO A POINT OF REVERSE
CURVATURE- COURSE SIX: NORTHERLY, 37.89 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH
A CENTRAL ANGLE OF 86 50'20" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 182623" EAST, A DISTANCE OF 34.37 FEET; COURSE SEVEN: NORTH
6151 '33" EAST, 79.03 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 39.27
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90100100" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 7J'08'27- EAST A DISTANCE OF
35.36 FEET; THENCE SOUTH 28 0827" EAST, A DISTANCE OF 105.97 FEET TO A
POINT OF CURVATURE; THENCE SOU THERL Y, 194.46 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 434.97 FEET,
THROUGH A CENTRAL ANGLE OF 257651" AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 1520'02" EAST, A DISTANCE OF 192.84 FEET; THENCE SOUTH
023I'39" EAST, A DISTANCE OF 578.45 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 39.27 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE
OF 90 00'00" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 42:2821"
WEST, 35.36 FEET, THENCE SOUTH 023I'39" EAST, A DISTANCE OF 60.00 FEET,
THENCE SOUTH 872821- WEST, A DISTANCE OF 353.18 FEET TO AN INTERSECTION
WITH THE WESTERLY BOUNDARY OF SAID TRACT "FDI"- THENCE RUN THE
FOLLOWING SIX COURSES ALONG THE BOUNDARY OF SAID TRACT "F01'; COURSE
ONE: NORTH 0128'07" EAST, 76.06 FEET TO A POINT OF CURVATURE- COURSE
TWO: NORTHERLY, 407.35 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 1,160.00 FEET, THROUGH A CENTRAL ANGLE OF
20 °07' 14 " AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 08 °35'30 " WEST,
A DISTANCE OF 405.26 FEET; COURSE THREE: NORTH 71-20'54" EAST, 50.00 FEET
TO A POINT ON A NON-TANGENTIAL CURVE; COURSE FOUR: NORTHERLY, 44.10
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A
RADIUS OF 1,210.00 FEET, THROUGH A CENTRAL ANGLE OF 02°05'17" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 19-41'45" WEST, A DISTANCE OF
44.10 FEET TO A POINT OF COMPOUND CURVATURE,• COURSE FIVE: EASTERLY, 70.79
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 162°14'54" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 78`08'09" EAST, A DISTANCE OF
49.40 FEET TO A POINT OF COMPOUND CURVATURE- COURSE SIX: NORTHERLY,
339.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING
A RADIUS OF 727.50 FEET, THROUGH A CENTRAL ANGLE OF 26°46'I3" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 16-2224" WEST, A DISTANCE OF
336.83 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 7.576 ACRES OR J29,989 SQUARE FEET, MORE OR LESS.
X23 SHEET %5
ti
2
p3 z ,�33 �, S 114 LEGEND:
N m 1`32 �P6' P. S. M. PROFESSIONAL SURVEYOR AND MAPPER
> 76 B.O.B. BASIS OF BEARING
N n R• 0. W. RIGHT -OF- WA Y
7 O.R. OFFICIAL RECORDS BOOK
76' TRACT "OS5 " N.R. NON -RADIAL
F N (E) EASEMENT TIE
A47 m AZg RZ �° P. U. E. PUBLIC UTILITY EASEMENT
A. E. ACCESS EASEMENT
A48 TRAG G1g „ ` �p0 �I.E. IRRIGATION EASEMENT
41 W L10 PUE1 56,�� ,22, L.B.E. LANDSCAPE BUFFER EASEMENT
S 8
3700 T �j�;0� ` 0� k8 L.M.E. LAKE MAINTENANCE EASEMENT
1.L11 C20 T RAG\ADc� �p`L 55k 62' D.E. DRAINAGE EASEMENT
T.D.E. TEMPORAR Y DRA INA GE EA SEMEN T
T.1. E. TEMPORAR Y IRRIGA TION EASEMENT
TRACT OS6 <� X03 C.U.E. COUNTY UTILITY EASEMENT
.o5'10D� P.B. PLA T BOOK
5 60 A51.0wp'y ■ INDICA TES SET PERMANENT REFERENCE MONUMENT
Gla 1005
(5/8" X 18" IRON ROD CAPPED "PRM LB 6897')
(UNLESS OTHERWISE NOTED)
O INDICA TES PERMANENT CONTROL POINT
REMA INDER OF
„ 0 POINT OF INTERSECTION, POINT OF CUR VA TORE,
TRA C T FD POINT OF TANGENCY OR POINT OF REVERSE
A ZURE A T HA CIE -NDA L A KES CUR VA TUBE.
(FU TURE DE VEL OPMEN T, T. D. E., T. 1. E. > C. P. S. S. L. CONSER VA TION PRINCIPL E S TRUC TURF SE TBA CK L INE
(PLAT BOOK 62, PAGE I3 C. A. S. S. L. CONSER VA TION A CCESSOR Y S TRUC TURE SE TBA CK L INE
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
N
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n
ti
y
10
n
�
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o
�
w
o
SHEET 3
y
a _
y
(31
Z = cfl
ZoIWo
J
CAYMAN DRIVE
�
58 353.18 5j. 18 ' W TRACT "PUE2 "
SHEET 2 OF 5
KEYMAP
PARCEL 1 LEGAL DESCRIPTION
A PARCEL OR TRACT OF LAND BEING A PORTION OF TRACT "FD 1 " AZURE AT
HACIENDA LAKES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
62, PAGES I3 THROUGH 21 (INCL USI VE), OF THE PUBLIC RECORDS OF COL L /ER
COUNTY, FLORIDA AND L PING IN SECTIONS 23 AND 24, TOWNSHIP 50 SOUTH RANGE
26 EAST, SAID COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGIN AT THE WESTERLY MOST CORNER OF TRACT "FDI" AZURE AT HACIENDA
LAKES, ACCORDING TO THE PLA T THEREOF AS RECORDED IN PLA T BOOK 62, PAGES
13 THROUGH 21 (INCLUSIVE), OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE CONTINUE ALONG THE NOR THERL Y BOUNDARY OF SAID TRA C T
"FDI" THE FOLLOWING SEVEN COURSES- COURSE ONE: NORTH 60'1429" EAST,
147.50 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE TWO:
SOUTHEASTERLY, 45.12 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 875.00 FEET, THROUGH A CENTRAL ANGLE
OF 02 57'17" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 28 °16'52 "
EAST, A DISTANCE OF 45.12 FEET TO A POINT OF COMPOUND CURVATURE- COURSE
THREE- SOUTHEASTERLY, 107.42 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 800.00 FEET, THROUGH A
CENTRAL A NGL E OF 07'41'J6" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 22 5725" EAST, A DISTANCE OF 107.34 FEET; COURSE FOUR: NORTH
70 53'23" EAST, 50.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE
FIVE: NORTHWESTERLY, 87.08 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE- SOUTHWESTERLY, HAVING A RADIUS OF 850.00 FEET, THROUGH A
CENTRAL ANGLE OF 05 52'10" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 22'02'42" WEST, A DISTANCE OF 87.04 FEET TO A POINT OF REVERSE
CURVATURE- COURSE SIX: NORTHERLY, 37.89 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH
A CENTRAL ANGLE OF 86 50'20" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 182623" EAST, A DISTANCE OF 34.37 FEET; COURSE SEVEN: NORTH
6151 '33" EAST, 79.03 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 39.27
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90100100" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 7J'08'27- EAST A DISTANCE OF
35.36 FEET; THENCE SOUTH 28 0827" EAST, A DISTANCE OF 105.97 FEET TO A
POINT OF CURVATURE; THENCE SOU THERL Y, 194.46 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 434.97 FEET,
THROUGH A CENTRAL ANGLE OF 257651" AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 1520'02" EAST, A DISTANCE OF 192.84 FEET; THENCE SOUTH
023I'39" EAST, A DISTANCE OF 578.45 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 39.27 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE
OF 90 00'00" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 42:2821"
WEST, 35.36 FEET, THENCE SOUTH 023I'39" EAST, A DISTANCE OF 60.00 FEET,
THENCE SOUTH 872821- WEST, A DISTANCE OF 353.18 FEET TO AN INTERSECTION
WITH THE WESTERLY BOUNDARY OF SAID TRACT "FDI"- THENCE RUN THE
FOLLOWING SIX COURSES ALONG THE BOUNDARY OF SAID TRACT "F01'; COURSE
ONE: NORTH 0128'07" EAST, 76.06 FEET TO A POINT OF CURVATURE- COURSE
TWO: NORTHERLY, 407.35 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 1,160.00 FEET, THROUGH A CENTRAL ANGLE OF
20 °07' 14 " AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 08 °35'30 " WEST,
A DISTANCE OF 405.26 FEET; COURSE THREE: NORTH 71-20'54" EAST, 50.00 FEET
TO A POINT ON A NON-TANGENTIAL CURVE; COURSE FOUR: NORTHERLY, 44.10
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A
RADIUS OF 1,210.00 FEET, THROUGH A CENTRAL ANGLE OF 02°05'17" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 19-41'45" WEST, A DISTANCE OF
44.10 FEET TO A POINT OF COMPOUND CURVATURE,• COURSE FIVE: EASTERLY, 70.79
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 162°14'54" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 78`08'09" EAST, A DISTANCE OF
49.40 FEET TO A POINT OF COMPOUND CURVATURE- COURSE SIX: NORTHERLY,
339.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING
A RADIUS OF 727.50 FEET, THROUGH A CENTRAL ANGLE OF 26°46'I3" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 16-2224" WEST, A DISTANCE OF
336.83 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 7.576 ACRES OR J29,989 SQUARE FEET, MORE OR LESS.
X23 SHEET %5
ti
2
p3 z ,�33 �, S 114 LEGEND:
N m 1`32 �P6' P. S. M. PROFESSIONAL SURVEYOR AND MAPPER
> 76 B.O.B. BASIS OF BEARING
N n R• 0. W. RIGHT -OF- WA Y
7 O.R. OFFICIAL RECORDS BOOK
76' TRACT "OS5 " N.R. NON -RADIAL
F N (E) EASEMENT TIE
A47 m AZg RZ �° P. U. E. PUBLIC UTILITY EASEMENT
A. E. ACCESS EASEMENT
A48 TRAG G1g „ ` �p0 �I.E. IRRIGATION EASEMENT
41 W L10 PUE1 56,�� ,22, L.B.E. LANDSCAPE BUFFER EASEMENT
S 8
3700 T �j�;0� ` 0� k8 L.M.E. LAKE MAINTENANCE EASEMENT
1.L11 C20 T RAG\ADc� �p`L 55k 62' D.E. DRAINAGE EASEMENT
T.D.E. TEMPORAR Y DRA INA GE EA SEMEN T
T.1. E. TEMPORAR Y IRRIGA TION EASEMENT
TRACT OS6 <� X03 C.U.E. COUNTY UTILITY EASEMENT
.o5'10D� P.B. PLA T BOOK
5 60 A51.0wp'y ■ INDICA TES SET PERMANENT REFERENCE MONUMENT
Gla 1005
(5/8" X 18" IRON ROD CAPPED "PRM LB 6897')
(UNLESS OTHERWISE NOTED)
O INDICA TES PERMANENT CONTROL POINT
REMA INDER OF
„ 0 POINT OF INTERSECTION, POINT OF CUR VA TORE,
TRA C T FD POINT OF TANGENCY OR POINT OF REVERSE
A ZURE A T HA CIE -NDA L A KES CUR VA TUBE.
(FU TURE DE VEL OPMEN T, T. D. E., T. 1. E. > C. P. S. S. L. CONSER VA TION PRINCIPL E S TRUC TURF SE TBA CK L INE
(PLAT BOOK 62, PAGE I3 C. A. S. S. L. CONSER VA TION A CCESSOR Y S TRUC TURE SE TBA CK L INE
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
Azure at I lacienda Lakes
A REPL A T OF A PORTION OF
PLA T
L KING WITHIN SEC TIONS
TRA C T "FD I '; AZURE A T HA CIENDA
BOOK 62, PA GES IJ THROUGH 21
2J AND 24, TOWNSHIP 50 SOUTH,
COLLIER COUN T y FL ORIDA .
D 30 60 120
GRAPHIC SCALE //V FEET
1"-60'
PLAT BOOK I
Phase 2.
PSE / SHEET 3 OF 5
L A DES, RECORDED IN E �'
RA NGE 26 EA S T,
P `
9 \
G '
POINT OF BEGINNING \
PARCEL >
WESTERL Y MOST CORNER \ 10' 1. E. , \ i\7k
�n
\\ TRACT "FD1
\ \ 73 \
CT1 \
\\' 25•
\ \ 5.0
\\\\ 20' L.M. E. & 1. E. \ y
� `cD
_---
�` \ 6 Z N N 80
"-- _ ___------
O
-"_" L26 L25 n\m 15' D.E.
m L2� �10' I.E. 41.
c>
LINE TABLE
(SHEET 3)
LINE
LENGTH
BEARING
Ll
147.50'
N
60 °1429 " E
L2
50.00'
N
70 5323" E
L3
79.03'
N
6151'33" E
L4
105.97'
S 28 08'27" E
L5
60.00'
S
0231'39" E
L6
76.06'
N
0128'07" E
L7
50.00'
N
71:20'54" E
L 16
88.78'
N
0231 '39 " W
L 17
88.78'
N
0231 '39 " W
L 18
24.81'
N
79 36'50 " E
L 19
30.00'
N
7936'50" E
L20
13.82'
N
0128'07" E
L25
20.81'
N
80 °11 '08 " E
L26
50.18'
N
883352" W
L27
54.83'
N
7733'21 " E
L28
4.80'
N
89°19'42" E
L29
18.92'
N
032232" W
L30
46.09'
N
0320'33" E
L 31
55.08'
N
1278'02" E
PLAT BOOK I
Phase 2.
PSE / SHEET 3 OF 5
L A DES, RECORDED IN E �'
RA NGE 26 EA S T,
P `
9 \
G '
POINT OF BEGINNING \
PARCEL >
WESTERL Y MOST CORNER \ 10' 1. E. , \ i\7k
�n
\\ TRACT "FD1
\ \ 73 \
CT1 \
\\' 25•
\ \ 5.0
\\\\ 20' L.M. E. & 1. E. \ y
� `cD
_---
�` \ 6 Z N N 80
"-- _ ___------
O
-"_" L26 L25 n\m 15' D.E.
m L2� �10' I.E. 41.
c>
CUR VE
TABLE (SHEET 3)
K:D
z
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
Cl
875.00'
257'17"
45.12'
45.12'
S 28°16'52" E
C2
800.00'
741 '36"
107.42'
107.34'
S 22 5725" E
C3
850.00'
S 52'10"
87.08'
87.04'
N 22 02'42"
W
C4
25.00'
86 50'20"
37.89'
34.37'
N
182623" E
C5
25.00'
90 00'00"
39.27'
35.36'
S
73 08'27" E
C6
434.97'
2536'51 "
194.46'
192.84'
S
1520'02" E
C7
25.00'
90 00'00"
39.27'
35.36'
S
42:2821"
W
C8
1160.00'
20 07'14"
407.35'
405.26'
N
0835'30"
W
C9
1210.00'
2 05'17"
44.10'
44.10'
N
19 41 '45 "
W
CIO
25.00'
162°14'54"
70.79'
49.40'
N
7808'09" E
C11
727.50'
26 46'13"
339.91 '
336.83'
N
16:2224 "
W
C37
825.00'
20 22'31 "
293.38'
291.84'
N
08 5522"
W
C38
1500.00'
34732"
99.28'
99.26'
N
003753"
W
C39
850.00'
20 22'31 "
J02.27'
300.68'
N
08 5522 "
W
C40
1475.00'
34732"
97.63'
97.61'
N
003753"
W
C41
25.00'
9000'00"
39.27'
35.36'
N
4731'39"
W
C42
25.00'
90 00'00"
39.27'
35.36'
N
4228'21 "
E
C43
1525.00'
34732"
100.94'
100.92'
N
003753"
W
C44
800.00'
20 22'31 "
284.49'
282.99'
N
08'5522 "
W
C45
1190.00'
20 07'14 "
417.89'
415.75'
N
08 35'30 "
W
C46(E)
434.97'
2031 '00 "
155.76'
154.93'
N
17 5257"
W
C47 E
850.00'
84658"
130.30'
130. 17'
N
1443'08"
W
C184
727.50'
26 01 '06 "
330.36'
327.53'
N
15 59'50 "
W
C185(E)
1190.00'
806'15"
168.32'
168.18'
N
143559"
W
C187(E),
800.00'
11 05'14 "
154.81'
154.57'
N
04'16'44 "
W
C188
747.50'
9 0422"
118.37'
118.24'
N
073128"
W
C189
45.00'
102555"
8.19'
8.18'
N
02`13'40"
E
PLAT BOOK I
Phase 2.
PSE / SHEET 3 OF 5
L A DES, RECORDED IN E �'
RA NGE 26 EA S T,
P `
9 \
G '
POINT OF BEGINNING \
PARCEL >
WESTERL Y MOST CORNER \ 10' 1. E. , \ i\7k
�n
\\ TRACT "FD1
\ \ 73 \
CT1 \
\\' 25•
\ \ 5.0
\\\\ 20' L.M. E. & 1. E. \ y
� `cD
_---
�` \ 6 Z N N 80
"-- _ ___------
O
-"_" L26 L25 n\m 15' D.E.
m L2� �10' I.E. 41.
c>
m - Z
J
z CD o v�
o z
DZ '7\z o
7-\ -A
.� 7)
z
� r
o
Z
m
i
rn
�I
Oi
I
W
I
25' 25 y
\\\ y I y C
GAO
` n i N,);
co
00' 20 00
0. W
v �z
Li
m i W W W
'Lc) 'Lr)Ih
155.49'
N i Z 121.55' 00� O I i _(_____ N 8844'07" W
L18 i ----N 8844'07" W ---;- Z Z Z ------
L19_
i I
15' D.E. pp
W QLL)
J Z� I IZ I I
I
W -OA
I °j )o O
r it i � I I li
I
O iii i �
30.0'
I
O
y i i10' LE. li rn
O Cis i I
�
z ti O 10' P.U.E. I _ I 10' P. U. E.
_
2
------11.05'--�--
vi p
104.24'(E) I G1
c'
r----106.86' ci �� ^, N 8728'21 " E
N 87-2821" E 136.93' 162.05' _
y 25.06' 188.68' _ - - - Qyl
ti
--350.73 N
N 87-28'21" E
'
2506'1 N 8728'21" E 352.48
Ab
QNN-
O �k
60
N 8728.22'21 " E
90
--7 U. UL
10' P. U. E S 87"28'21 -"W[ 353.18 TRACT "PUE2 "
CA YUAN DRI VE (OPEN SPACE,
TRACT "R" T.D.E., T. I. E., P. U. E.)
(R. 0. W., A. E., I. E., P. U. E., D. E.
E.)
REMAINDER OF
W
TRACT "FDI99
AZURE A T HACIENDA LAKES
(FUTURE DE VEL OPMEN T TD -E., T I. E. )
O (PLAT BOOK 62, PAGE 13
Z
UNPL A T7 -ED
cp
5L.M.E. & /.E.
REMAINDER OF
TRACT "FDI"
AZURE A T HA CIENDA L A KES
(FU TURE DE VEL OPMEN T, T. D. E, T. 1. E.
(PLAT BOOK 62, PAGE 13
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
K:D
z
c�
0
O
m - Z
J
z CD o v�
o z
DZ '7\z o
7-\ -A
.� 7)
z
� r
o
Z
m
i
rn
�I
Oi
I
W
I
25' 25 y
\\\ y I y C
GAO
` n i N,);
co
00' 20 00
0. W
v �z
Li
m i W W W
'Lc) 'Lr)Ih
155.49'
N i Z 121.55' 00� O I i _(_____ N 8844'07" W
L18 i ----N 8844'07" W ---;- Z Z Z ------
L19_
i I
15' D.E. pp
W QLL)
J Z� I IZ I I
I
W -OA
I °j )o O
r it i � I I li
I
O iii i �
30.0'
I
O
y i i10' LE. li rn
O Cis i I
�
z ti O 10' P.U.E. I _ I 10' P. U. E.
_
2
------11.05'--�--
vi p
104.24'(E) I G1
c'
r----106.86' ci �� ^, N 8728'21 " E
N 87-2821" E 136.93' 162.05' _
y 25.06' 188.68' _ - - - Qyl
ti
--350.73 N
N 87-28'21" E
'
2506'1 N 8728'21" E 352.48
Ab
QNN-
O �k
60
N 8728.22'21 " E
90
--7 U. UL
10' P. U. E S 87"28'21 -"W[ 353.18 TRACT "PUE2 "
CA YUAN DRI VE (OPEN SPACE,
TRACT "R" T.D.E., T. I. E., P. U. E.)
(R. 0. W., A. E., I. E., P. U. E., D. E.
E.)
REMAINDER OF
W
TRACT "FDI99
AZURE A T HACIENDA LAKES
(FUTURE DE VEL OPMEN T TD -E., T I. E. )
O (PLAT BOOK 62, PAGE 13
Z
UNPL A T7 -ED
cp
5L.M.E. & /.E.
REMAINDER OF
TRACT "FDI"
AZURE A T HA CIENDA L A KES
(FU TURE DE VEL OPMEN T, T. D. E, T. 1. E.
(PLAT BOOK 62, PAGE 13
THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
• POINT OF BEGINNING PLAT BOOK ,PAGE
�- PARCEL 2
23 \\ NORTHERRAC MOST
1'CORNER zure at 11acienda Lakes Phase 2
SHEET 4 OF 5
1
A RE -PL A T OF A POR TION OF TRA C T "FD I '; A ZURE A T HA CIE -NDA L A KES, RECORDED IN 6''
PLA T BOOK 62, PA GES 7�3 THROUGH 27 5g°�3� 00'
L PING WI THIN SEC TIONS 2J A ND 24, TO WNSHIP 50 SOU TH, RANGE 26 EAST, N \�
COLLIER COUNTY FL ORIDA .
/ C32 5 0, ,, , 5.0'-/-
15 D. E.
`\
0 '
R 1 \ 5� '�
15' D, E. ' /' `�,�� \� UNPLA TIED
0 `�' vim, �Qh ���� \ \ `\\ CONSER VA TION EA SEMEN T
G PARCEL 0.3
o .
7.5' O. R. 5016, PAGE 3140
C O R 5065 PA GE 3822
\ \
co
0 30 60 120
�,
�(���' ,Q �•, �� 1 � �� GRAPH/C SCALE /N FEET
\ \ 15' D. E. �� ,�0 , 5. 0' �� ��
� p �o TRACT OS5
(OPEN SPACE
15' D. E. ' i 9 \ �� \Gj\ •5\
7.5' 0
1 30 c,�� pj o �\ ,� ->\ D. E., 1. E.)
� � � 15' D. E. \
75 \ c9� �O \ F \`\\ Q� 15' D.E. `\
!\
5' L. M. E. & 1. E. `\ 4) �4� \`\ \ 'p Oma\ .55 06 + '''� 7 5' \\\ \\� 25' C. P. S. S.L.
2 \
,,' � ,��• �`., � �c�,0 �0
1 � `
/
tK
S \
' 1. E. � `\ -:T-\,3
G\ �� Q ♦ \C,�St �� 15' D. E. , �' �\ 8'' E 10' C. A. S. L. L.
\ �\ ° o61
X
\ m G N1.
�, ♦ �� 6 q00
0 0o 7.5 \\ 1 w
TRACT OS7 ♦ ��. 5 �3�
6 \ ♦ � 122 \\ `' �\E \ �'�
e� 17.19)17"
TRACT "L25A " \� \ N �9 0 7'
�� \\ ♦ (LAKE, D.E., L.M.E., A.E., I. E.) 13 °°
'30
137 °° 111
�ti♦ �411
� I
��� \\\ <�♦ 123 N 87°17'47" E
\\ 7 v 137.00'
\ ♦if y 15' D. E.
\ 5' L. M. E. & 1. E.
�� \`\ N ��♦ N 85:3631 " W �o v 112'
\\ �_ �♦ j 00 a i i 5.0'
N 82 4344 " W
\\ %`♦; 137 OO , I
\ 24
�3 ♦ ,� 66. 113
79
\ ♦ /G.00--- \ l l N l
780
15' D.E. '
, �
/ i 041
13 \, ♦ ,,'sem 06,,, ,' , � %
32 TRACT "OS8 " 6' ' G oo,
O G�
25' P. /
7, , C. S. S.L.
G�c� 10' C. A. S. L. L.
TRACT "OS5 "
T�o o 7J \\ I (OPEN SPACE,
D. E., 1. E.
5.0' --"\ �
3 \
N 15' D.E. >
T15' D. E. \\
7.5'
TRACT "PUE1 ,,'1 Op 5.0'x'\\
5 r
eo�
TRACT 1"OS6 "
15'
D E• '
CAICOS WA Y
TRACT "R I "
REM%lIVDER OF '' 75(R.0.W.,A.E.,I.E.,P.U.E.,D.E.&C. U. E.)
INSTRUMENTTHIS
TRA CT FD I \\\ , 25.0 JOHN SCOTT RHODES RP SAME #5739
AZURE A T HACIENDA LAKESrL`\\ 25- O' O RHODES & RHODES
(FU TORE DE VEL OPMEN T, T. D. E. , TI.E) 0
(PLAT BOOK 62, PAGE 13 18�' LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
10 BONITA SPRINGS, FL 34135
60 05 (239) 405-8166 FAX NO. (239) 405-8163
S FLORIDA BUSINESS LICENSE NO. LB 6897
LINE TABLE
CUR I/E
TABLE (SHEET 4)
LENGTH
BEARING
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C12
280.00'
j45 1 '52"
170.38'
167.76'
S
43 57'17" E
C13
585.00'
7806'08"
797.44'
737.12'
S 2220'09" E
C14
345.00'
48 5653"
294.74'
285.85'
S
07°4532" E
C15
523.00'
6 01 '48"
55.04'
55.02'
S 32 5544 " E
C27
688.00'
4 °10'07"
50.05'
50.04'
N
49 52'12" E
C28
320.00'
103525"
59.15'
59.06'
N
57°14'58" E
C29
805.00'
4 42'21 "
66.12'
66.10'
N
60 °11 '30 " E
C30
50.00'
42 42'09"
37.26'
36.41 '
N
79 *11'24 " E
C31
825.00'
035'18"
8.47'
8.47'
N
6306'26" E
C32
25.00'
84 27'01 "
36.85'
33.60'
S
74:2224 " E
C33
492.00'
10:21'01 "
88.88'
88.76'
S
37°19'25" E
C34
442.00'
15 5835"
123.25'
122.85'
N
34 30'38" W
C35
305.00'
3106'50"
165.63'
163.60'
N
4549'48" W
C36
560.00'
96 52'01 "
946.76'
837.97'
N
12 57'13" W
C48
467.00'
18 53'18"
153.95'
153.26'
N
515634 " W
C49
398.00'
99°16'07"
689.56'
606.49'
N
1145'10" W
C50
625.00'
442524"
484.58'
472.54'
N
6005'36" E
C51
625.00'
10 °10'20"
110.96'
110.82'
N
42 58'04 " E
C52
625.00'
34°15'05"
373.62'
368.09'
N
65°10'46" E
C53
498.00'
12 01 '56"
104.58'
104.39'
N
35 5548" W
C57
442.00'
18 53'18"
145.71'
145.05'
N
51 5634 " W
C58
423.00'
99 °16'07"
7J2.87'
644.59'
N
1145'10" W
C59
650.00'
S 5527"
6721'
6718'
N
40 50'37" E
C60
25.00'
8545'07"
37.42'
34.02'
N
00 5547" E
C61
523.00'
6 00'08"
54.79'
54.76'
N
38 5642" W
C62
473.00'
12 01 '56"
99.33'
99.15'
N
35 5548" W
C63
25.00'
8545'07"
37.42'
34.02'
N
8449'20" W
C69
600.00'
442524"
465.20'
453.64'
N
6005'36" E
C70
373.00'
99°16'07"
646.25'
568.40'
N
1145'10" W
C71
492.00'
18 53'18"
162.19'
161.46'
N
515634 " W
C72
442.00'
345'03"
28.94'
28.93'
N 282352" W
C73
442.00'
14 °18'20"
110.36'
110.07'
N
372534 " W
C74
442.00'
13 52'01 "
106.97'
106.71'
N
5130'44 " W
C75
442.00'
2 5629"
22.69'
22.69'
N
59 5459" W
C76
423.00'
7 54'08 "
58.34'
58.29'
N
5726'09 " W
C77
423.00'
9 5829"
73.64'
73.55'
N
482951 " W
C78
423.00'
102542"
76.99'
76.88'
N
38°1745" W
C79
423.00'
102542"
76.99'
76.88'
N 2752'03" W
C80
423.00'
9 5829"
73.64'
73.55'
N
173958" W
C81
423.00'
9 5829"
73.64'
73.55'
N
0741 '28" W
C82
423.00'
9 5829"
73.64'
73.55'
N
02°17'01 " E
C83
423.00'
10:2542"
76.99'
76.88'
N
12:29'07" E
C84
423.00'
102542"
76.99'
76.88'
N 225449" E
C85
423.00'
9 45'14 "
72.01 '
71.92'
N
33 00'17" E
C86
650.00'
0 0846"
1.66'
1.66'
N
3757'17" E
C87
650.00'
546'41 "
65.55'
65.52'
N
40 55'00" E
C88
492.00'
73357"
64.97'
64.92'
N
35 5553" W
C89
492.00'
837'50"
74.11'
74.04'
N
44 01'46" W
C90
492.00'
9 01 21 "
77.48'
77.40'
N
525 1 '21 " W
C91
492.00'
4 002"
34.52'
J4.51'
N
59:22J7" W
C92
373.00'
8 4732"
57.24'
57.18'
N
56 5927" W
C93
373.00'
19 °16'36"
125.49'
124.90'
N
42 5724 " W
C94
373.00'
19°16'36"
125.49'
124.90'
N 2340'48" W
C95
373.00'
18:2559"
120.00'
119.48'
N
04 4931 " W
C96
373.00'
19 °16'36"
125.49'
124.90'
N
14 01 '47" E
C97
373.00'
14°12'49"
92.53'
92.30'
N
3046'29" E
C98
600.00'
236'00"
27.23'
27.22'
N
39°10'54" E
C99
600.00'
9:2744 "
99.09'
98.97'
N
45 °12'46 " E
C125
305.00'
14 °18'20"
76.15'
75.95'
N
372534 " W
C126
305.00'
15 *01'04
79.94'
79.72'
N
52 05'16" W
C127
305.00'
14725"
9.53'
9.53'
N
602931 " W
C128
560.00'
754'08"
77.24'
77.17'
N
5726'09" W
C129
560.00'
9 5829 "
97.49'
97.37'
N
48:2951" W
C130
560.00'
102542"
101.92'
101.78'
N
38°1745" W
C131
560.00'
102542"
101.92'
101.78'
N 2752'03" W
C132
560.00'
9 5829"
97.49'
97.37'
N
173958" W
C133
560.00'
9 5829"
97.49'
97.37'
N
0741 '28" W
C134
560.00'
9 5829 "
97.49'
97.37'
N
027 7'0 1 " E
C135
560.00'
10:2542"
101.92'
101.78'
N
12:29'07" E
C136
560.00'
102542"
101.92'
101.78'
N 225449" E
C137
560.00'
95734"
97.34'
97.22'
N
3306'26" E
C138
560.00'
113039"
112.50'
112.32'
N
4350'33" E
C141
629.00'
3°14'55"
35.66'
35.66'
N
4643'13" W
C142
629.00'
9 01 21 "
99.05'
98.95'
N
525 1 '21 " W
C143
629.00'
4 002"
44.13'
44.12'
N
59:22J7" W
C144
236.00'
8 4732"
J6.21'
36.18'
N
56 59'27" W
C145
236.00'
19 °16'36"
79.40'
79.03'
N
42 5724 " W
C146
236.00'
19°16'36"
79.40'
79.03'
N 2340'48" W
C147
236.00'
18:2559"
75.93'
75.60'
N
04 4931 " W
C148
236.00'
19 °16'36"
79.40'
79.03'
N
14 01 '47" E
C149
236.00'
14°12'49"
58.55'
58.40'
N
3046'29" E
C150
463.00'
2 36'00"
21. 01 '
21. 01 '
N
39 °10'54 " E
C151
463.00'
9:2744 "
76.46'
76.38'
N
45 °12'46 " E
C176
660.00'
6 00'08"
69.14'
69.11 '
N
38 5642" W
C177
50.00'
3421'47"
29.99'
29.54'
N
62°16'38" W
C178
629.00'
16°17'28"
178.85'
178.24'
N
53°1429" W
C179
236.00'
99°16'07"
408.89'
359.63'
N
1145'10" W
C180
463.00'
25 4737"
208.43'
206.68'
N
504642" E
C186
560.00'
14 07'04"
I 137.99'
137.64'
1 N
4232'20" E
/ C32 5 0, ,, , 5.0'-/-
15 D. E.
`\
0 '
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7.5' O. R. 5016, PAGE 3140
C O R 5065 PA GE 3822
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15' D. E. ' i 9 \ �� \Gj\ •5\
7.5' 0
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TRACT OS7 ♦ ��. 5 �3�
6 \ ♦ � 122 \\ `' �\E \ �'�
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TRACT "L25A " \� \ N �9 0 7'
�� \\ ♦ (LAKE, D.E., L.M.E., A.E., I. E.) 13 °°
'30
137 °° 111
�ti♦ �411
� I
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\ ♦if y 15' D. E.
\ 5' L. M. E. & 1. E.
�� \`\ N ��♦ N 85:3631 " W �o v 112'
\\ �_ �♦ j 00 a i i 5.0'
N 82 4344 " W
\\ %`♦; 137 OO , I
\ 24
�3 ♦ ,� 66. 113
79
\ ♦ /G.00--- \ l l N l
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, �
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32 TRACT "OS8 " 6' ' G oo,
O G�
25' P. /
7, , C. S. S.L.
G�c� 10' C. A. S. L. L.
TRACT "OS5 "
T�o o 7J \\ I (OPEN SPACE,
D. E., 1. E.
5.0' --"\ �
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N 15' D.E. >
T15' D. E. \\
7.5'
TRACT "PUE1 ,,'1 Op 5.0'x'\\
5 r
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TRACT 1"OS6 "
15'
D E• '
CAICOS WA Y
TRACT "R I "
REM%lIVDER OF '' 75(R.0.W.,A.E.,I.E.,P.U.E.,D.E.&C. U. E.)
INSTRUMENTTHIS
TRA CT FD I \\\ , 25.0 JOHN SCOTT RHODES RP SAME #5739
AZURE A T HACIENDA LAKESrL`\\ 25- O' O RHODES & RHODES
(FU TORE DE VEL OPMEN T, T. D. E. , TI.E) 0
(PLAT BOOK 62, PAGE 13 18�' LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
10 BONITA SPRINGS, FL 34135
60 05 (239) 405-8166 FAX NO. (239) 405-8163
S FLORIDA BUSINESS LICENSE NO. LB 6897
LINE TABLE
(SHEET 4)
LINE
LENGTH
BEARING
L 12
122.37'
N 6J:24'05" E
L 13
50.00'
N 47 30'04 " E
L 14
162.00'
N 6328'39" E
/ C32 5 0, ,, , 5.0'-/-
15 D. E.
`\
0 '
R 1 \ 5� '�
15' D, E. ' /' `�,�� \� UNPLA TIED
0 `�' vim, �Qh ���� \ \ `\\ CONSER VA TION EA SEMEN T
G PARCEL 0.3
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7.5' O. R. 5016, PAGE 3140
C O R 5065 PA GE 3822
\ \
co
0 30 60 120
�,
�(���' ,Q �•, �� 1 � �� GRAPH/C SCALE /N FEET
\ \ 15' D. E. �� ,�0 , 5. 0' �� ��
� p �o TRACT OS5
(OPEN SPACE
15' D. E. ' i 9 \ �� \Gj\ •5\
7.5' 0
1 30 c,�� pj o �\ ,� ->\ D. E., 1. E.)
� � � 15' D. E. \
75 \ c9� �O \ F \`\\ Q� 15' D.E. `\
!\
5' L. M. E. & 1. E. `\ 4) �4� \`\ \ 'p Oma\ .55 06 + '''� 7 5' \\\ \\� 25' C. P. S. S.L.
2 \
,,' � ,��• �`., � �c�,0 �0
1 � `
/
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S \
' 1. E. � `\ -:T-\,3
G\ �� Q ♦ \C,�St �� 15' D. E. , �' �\ 8'' E 10' C. A. S. L. L.
\ �\ ° o61
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0 0o 7.5 \\ 1 w
TRACT OS7 ♦ ��. 5 �3�
6 \ ♦ � 122 \\ `' �\E \ �'�
e� 17.19)17"
TRACT "L25A " \� \ N �9 0 7'
�� \\ ♦ (LAKE, D.E., L.M.E., A.E., I. E.) 13 °°
'30
137 °° 111
�ti♦ �411
� I
��� \\\ <�♦ 123 N 87°17'47" E
\\ 7 v 137.00'
\ ♦if y 15' D. E.
\ 5' L. M. E. & 1. E.
�� \`\ N ��♦ N 85:3631 " W �o v 112'
\\ �_ �♦ j 00 a i i 5.0'
N 82 4344 " W
\\ %`♦; 137 OO , I
\ 24
�3 ♦ ,� 66. 113
79
\ ♦ /G.00--- \ l l N l
780
15' D.E. '
, �
/ i 041
13 \, ♦ ,,'sem 06,,, ,' , � %
32 TRACT "OS8 " 6' ' G oo,
O G�
25' P. /
7, , C. S. S.L.
G�c� 10' C. A. S. L. L.
TRACT "OS5 "
T�o o 7J \\ I (OPEN SPACE,
D. E., 1. E.
5.0' --"\ �
3 \
N 15' D.E. >
T15' D. E. \\
7.5'
TRACT "PUE1 ,,'1 Op 5.0'x'\\
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TRACT 1"OS6 "
15'
D E• '
CAICOS WA Y
TRACT "R I "
REM%lIVDER OF '' 75(R.0.W.,A.E.,I.E.,P.U.E.,D.E.&C. U. E.)
INSTRUMENTTHIS
TRA CT FD I \\\ , 25.0 JOHN SCOTT RHODES RP SAME #5739
AZURE A T HACIENDA LAKESrL`\\ 25- O' O RHODES & RHODES
(FU TORE DE VEL OPMEN T, T. D. E. , TI.E) 0
(PLAT BOOK 62, PAGE 13 18�' LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
10 BONITA SPRINGS, FL 34135
60 05 (239) 405-8166 FAX NO. (239) 405-8163
S FLORIDA BUSINESS LICENSE NO. LB 6897
Azure at Hacienda Lakes
- Phase 2
0
A RE -PL A T OF A POR TION OF TRA C T "FD I '; AZURE A T HA CIENDA L A KES, RECORDED IN
PLAT BOOK 62, PAGES IJ THROUGH 21
' LYING WITHIN SECTIONS 2J AND 24, TOWNSHIP 50 SOUTH, RANGE 26 EAST,
COLLIER COUN TY FL ORIDA .
1
15' D. E.
P• '
\p 75,1
0.
5' L. M. E. & 1. E.
�9 PG\��`�
P �V0°
0� TRACT "OS7" o Jo so /Zo
(OPEN SPA CE, ` GRAPHIC SCALE //V FEET
L.M.E., D.E., I.E.) ` 1'=so'
cT
N
v \ ` 0
3 , 5 L.M.E. & I.E.
00
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15' D. E. �� � ° ��'� �$��� pp \` �j\ 5�13� 00 `
ZA J 6,,E `
7.5 S 0 5
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15' D. E. '` 'y o` 13�
5' L.M.E. &l.E. '39
5' L. M. E. & 1. E. c� 5�. 00 7.5' \ -13x G \ 6G�03 00
' E
,33'S�, N 6.13'22, c; TRACT "OS8" �0
o 6113� 00 N 13'00 �� (OPEN SPACE,
G15
3531 n 0 '23'p5 �, �'�8 53.
65. 0�` 7O
N N
31.00 N 7] 131.16 rn z
-A C154
N 1AG� ,�31 �✓ o
37'o6 = o`3248
69
0 N = N 138 53 o w- Qn o `r �� o ,' p0 ('
,�E� ,
o
W 73°38 40 E �`, N 76-42'31)"
6 °42,31, E 6g
C� \ C
� N 37. ��, �-� , 143.16 G /� • ��, `
1 50 - P C18
�" N �P` \ `z �� 15' D. E.
& 1. E. 147 o`, 2g �ON P 10' P. U. E.
4 E 1 N
N 77'40 C1�3" 2 �R. o� 7.5'
137.00 ;�?-- / 'o o� ,'
X68 L23 10 P.U.E- / - C64 oo�z cP6,
I \
1 48 - 9 TRACT "PUE1
L21�- (OPEN SPACE,10 1
°41'48, W L22 P.U.E.)
S 8137.00 N
5.0' 25.0 � 10 TRACT "OS6 " Dc��p ��0� 5 16
L 11 C20 (OPEN SPACE, G 15' D. E.
CAICOS WAY
`lam o n TRACT R>
REMAINDER OF C'z��, . �1� +, ��` N w v�(R.O.W.,A.E.,I.E.,P.U.E.,D.E.&C.U.E.)
TRACT "FD799 ,�� ��p�1po 75 0
AZURE A T HA CIENDA L A KES 0 25.
(FUTURE DE VEL OPMEN T, T.D.E. , TI.E.) d' `�' �O`� •� 25'
(PLAT BOOK 62, PAGE I.3 1.00
00
c� 131 10
rn �0
5' L.M.E. & E. \ S 6
SHEET 5 OF 5
LINE TABLE
(SHEET 5)
TABLE (SHEET 5)
LINE
LENGTH
BEARING
RADIUS
L8
78.16'
N
415647"
W
L9
113.66'
N
415647"
W
L 10
6.56'
S
82°18'18"
W
L 11
60.00'
S
85 `19'19 "
W
L15
50.00'
N
4935'40"
E
L21
55.24'
N
82`18'18"
E
L22
6.56'
N
82`18'18"
E
L23
6.56'
N
82`18'18" E
L24
11.10'
N
415647"
W
P �V0°
0� TRACT "OS7" o Jo so /Zo
(OPEN SPA CE, ` GRAPHIC SCALE //V FEET
L.M.E., D.E., I.E.) ` 1'=so'
cT
N
v \ ` 0
3 , 5 L.M.E. & I.E.
00
' � n
o
15' D. E. �� � ° ��'� �$��� pp \` �j\ 5�13� 00 `
ZA J 6,,E `
7.5 S 0 5
�� g2 0 ` me 60 00
15' D. E. '` 'y o` 13�
5' L.M.E. &l.E. '39
5' L. M. E. & 1. E. c� 5�. 00 7.5' \ -13x G \ 6G�03 00
' E
,33'S�, N 6.13'22, c; TRACT "OS8" �0
o 6113� 00 N 13'00 �� (OPEN SPACE,
G15
3531 n 0 '23'p5 �, �'�8 53.
65. 0�` 7O
N N
31.00 N 7] 131.16 rn z
-A C154
N 1AG� ,�31 �✓ o
37'o6 = o`3248
69
0 N = N 138 53 o w- Qn o `r �� o ,' p0 ('
,�E� ,
o
W 73°38 40 E �`, N 76-42'31)"
6 °42,31, E 6g
C� \ C
� N 37. ��, �-� , 143.16 G /� • ��, `
1 50 - P C18
�" N �P` \ `z �� 15' D. E.
& 1. E. 147 o`, 2g �ON P 10' P. U. E.
4 E 1 N
N 77'40 C1�3" 2 �R. o� 7.5'
137.00 ;�?-- / 'o o� ,'
X68 L23 10 P.U.E- / - C64 oo�z cP6,
I \
1 48 - 9 TRACT "PUE1
L21�- (OPEN SPACE,10 1
°41'48, W L22 P.U.E.)
S 8137.00 N
5.0' 25.0 � 10 TRACT "OS6 " Dc��p ��0� 5 16
L 11 C20 (OPEN SPACE, G 15' D. E.
CAICOS WAY
`lam o n TRACT R>
REMAINDER OF C'z��, . �1� +, ��` N w v�(R.O.W.,A.E.,I.E.,P.U.E.,D.E.&C.U.E.)
TRACT "FD799 ,�� ��p�1po 75 0
AZURE A T HA CIENDA L A KES 0 25.
(FUTURE DE VEL OPMEN T, T.D.E. , TI.E.) d' `�' �O`� •� 25'
(PLAT BOOK 62, PAGE I.3 1.00
00
c� 131 10
rn �0
5' L.M.E. & E. \ S 6
SHEET 5 OF 5
0 THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
CURVE
TABLE (SHEET 5)
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
C15
523.00'
6'01'48"
55.04'
55.02'
S
32 5544 "
E
C16
336.00'
12'01'56 "
70.56'
70.43'
N
35 5548"
W
C17
50.00'
27`15'57"
23.79'
23.57'
N
55 3445"
W
C18
15.00'
8545'07"
22.45'
20.41'
N
84 49'20
W
C19
660.00'
30 00'12"
J45.61'
341.68'
S
67`18'12"
W
C20
15.00'
865859"
22.77'
20.65'
S
J84849 "
W
C21
875.00'
337'31 "
55.36'
55.35'
N
06:2926
W
C22
738.00'
3337'12"
433.05'
426.86'
N 25 06'48"
W
C23
50.00'
71'51'44 "
62.71'
58.68'
N
77 51 '16 "
W
C24
875.00'
5:2254 "
82.18'
82.15'
S
4J'05'46" E
C25
925.00'
53855"
91.19'
91.15'
N
43°13'47"
W
C26
2238.00'
1 09'55"
45.51'
45.51'
N
47'12'11" E
C27
688.00'
4'10'07"
50.05'
50.04'
N
49 52'12" E
C28
320.00'
103525"
59.15'
59.06'
N
57°14'58" E
C29
805.00'
442'21 "
66.12'
66.10'
N
60 `11 '30 " E
C50
625.00'
44:2524 "
484.58'
472.54'
N
60 05'36" E
C52
625.00'
34`15'05"
373.62'
368.09'
N
65°1046"
E
C53
498.00'
12'01'56"
104.58'
104.39'
N
35 5548"
W
C54
900.00'
354339"
561.21'
552.16'
N 2232'30"
W
C55
900.00'
32 4238"
513.82'
506.87'
N 24 03'01 "
W
C56
900.00'
3 01 01 "
47.39'
47.38'
N
06 `11 '11 "
W
C62
473.00'
12'01'56"
99.33'
99.15'
N
35 5548"
W
C63
25.00'
8545'07"
37.42'
34.02'
N
8449'20"
W
C64
650.00'
30 00'12"
340.38'
336.50'
N
67`18'12" E
C65
25.00'
86 5859 "
37.95'
J4.41'
N
38 4849 " E
C66
875.00'
32 06'08"
490.25'
483.87'
N 24:21'16"
W
C67
925.00'
29 41 '37"
479.38'
474.03'
N 253331 "
W
C68
25.00'
86 5859 "
37.95'
J4.41'
N
54'12'12 "
W
C69
600.00'
44:2524
465.20'
453.64'
N
60 05'36" E
C100
600.00'
92744"
99.09'
98.97'
N
5440'29" E
C101
600.00'
9:2941"
99.43'
99.32'
N
64'09'11 " E
C102
600.00'
1 4234 "
17.90'
17.90'
N
69 45'19 " E
C103
600.00'
1141'42 "
122.47'
122.26'
N
76:2727" E
C104
925.00'
23446"
41.64'
41.64'
N
12 00'06"
W
C105
925.00'
309'43"
51.05'
51.04'
N
1452'20"
W
C106
925.00'
3 09'43"
51.05'
51.04'
N
18 02'03"
W
C107
925.00'
3 09'43"
51.05'
51.04'
N 21 *11'46"
W
C108
925.00'
3 09'43"
51.05'
51.04'
N 24:21'29"
W
C109
925.00'
3 09'43"
51.05'
51.04'
N 2731 '12"
W
C110
925.00'
309'43"
51.05'
51.04'
N
3040'55"
W
C111
925.00'
309'43"
51.05'
51.04'
N
3350'39"
W
C112
925.00'
3 09'43"
51.05'
51.04'
N
37 00'22"
W
C113
925.00'
309'43"
51.05'
51.04'
N
4070'05"
W
C114
925.00'
3 09'43"
51.05'
51.04'
N
43°19'48"
W
C115
925.00'
1 08'35"
18.45'
18.45'
N
45:2857"
W
C116
875.00'
4 44'03"
72.30'
72.28'
N
4325'12"
W
C117
875.00'
4 01'34"
61.49'
61.47'
N
39 02'23"
W
C118
875.00'
4 `17'47"
65.61'
65.60'
N
34 5243"
W
C119
875.00'
4`17'47"
65.61'
65.60'
N
303456"
W
C120
875.00'
4 01 '34 "
61.49'
61.47'
N 26:25'16"
W
C121
875.00'
4 01'34"
61.49'
61.47'
N 222342"
W
C122
875.00'
4 01 '34 "
61.49'
61.47'
N
18:22'07"
W
C123
875.00'
4 01'J4 "
61.49'
61.47'
N
14 20'33"
W
C124
875.00'
4 01'34"
61.49'
61.47'
N
10°1859"
W
C139
50.00'
133935"
11.92'
11.89'
N
484634"
W
C140
50.00'
133622"
11.87'
11.85'
N
622433"
W
C152
463.00'
92744"
76.46'
76.38'
N
5440'29"
E
C153
463.00'
4'16'10"
34.50'
34.49'
N
613226"
E
C154
50.00'
54 00'44 "
47.13'
45.41'
N
89'19'07"
W
C155
50.00'
38 03'25"
33.21 '
J2.60'
N
43 °17'03"
W
C156
50.00'
4:2556"
3.87'
3.87'
N 22 02'23"
W
C157
1062.00'
2 57'13"
54.74'
54.74'
N 21'18'01 "
W
C158
1062.00'
3 09'43"
58.61'
58.60'
N 24:21'29"
W
C159
1062.00'
3 09'43"
58.61'
58.60'
N 2731 '12"
W
C160
1062.00'
3 09'43"
58.61'
58.60'
N
30 40'55"
W
C161
1062.00'
3 09'43"
58.61'
58.60'
N
33 50'39"
W
C162
1062.00'
3 09'43"
58.61'
58.60'
N
J7'00'22 "
W
C163
1062.00'
3 09'43"
58.61'
58.60'
N
40°10'05"
W
C164
1062.00'
143'40"
3203'
3203'
N
423646"
W
C165
50.00'
3223'12"
28.26'
27.89'
N 27°17'00"
W
C166
50.00'
55 02'10"
48.03'
46.20'
N
16:2541"
E
C167
738.00'
0 52'14 "
11.21'
11.21'
N
4129'17"
W
C168
738.00'
4 *01'J4 "
51.86'
51.85'
N
39 02'23"
W
C169
738.00'
4 °17'47"
55.34'
55.33'
N
34 5243"
W
C170
738.00'
4°17'47"
55.34'
55.33'
N
303456"
W
C171
738.00'
4 *01'J4 "
51.86'
51.85'
N 26:25'16 "
W
C172
738.00'
4 *01'J4 "
51.86'
51.85'
N 22:2J42 "
W
C173
738.00'
4 *01'J4 "
51.86'
51.85'
N
18:22'07"
W
C174
738.00'
4 *01'J4 "
51.86'
51.85'
N
14 20'33"
W
C175
738.00'
4 *01'J4 "
51.86'
51.85'
N
10'1859"
W
C180
463.00'
25 4737"
208.43'
206.68'
N
504642"
E
C181
50.00'
96 30'04 "
84.21'
74.61'
N
68'04'27"
W
C182
1062.00'
2339'12"
438.42'
435.31'
N
3139'01 "
W
C183
50.00'
872522"
76.29'
69.10'
N
00°14'05"
E
0 THIS INSTRUMENT PREPARED BY:
JOHN SCOTT RHODES P.S.M. #5739
O RHODES & RHODES
LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE - SUITE #107
BONITA SPRINGS, FL 34135
(239) 405-8166 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
Wastewater $319,147.67
Water $192,275.00
Sub‐Total $511,422.67
Earthwork $11,220.00
Paving $324,280.00
Drainage $342,142.00
Landscape $20,130.00
Lighting $8,000.00
Sub‐Total $705,772.00
Total $1,217,194.67
10% O&M $121,719.47
Total $1,338,914.13
Notes:
1)
2)
3)
Jermey H. Arnold, P.E.
Date
Florida License # 66421
COA #8636
Opinion of Probable Cost ‐ REV01
Azure at Hacienda Lakes ‐ Phase 2
All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs. These
costs cannot be guaranteed at this time due to unpredictable and uncontrollable increases in the cost of concrete,
petroleum, or the availability of materials and labor.
SUMMARY
July 19, 2017
This OPC is based on the engineer's understanding of the current rules, regulations, ordinances, and construction
costs in effect on the date of this document. Interpretations of these construction costs may affect this OPC, and
may require adjustments to delete, decrease, or increase portions of this OPC.
This Opinion of Probable Cost (OPC) shall be used for permitting purposes only.
Item # Description
Estimated
Quantity Unit Unit Price Amount
WW‐1 Television Inspection 3,079 LF $4.97 $15,307.67
WW‐2 6" Single PVC Sewer Service 14 EA $1,500.00 $21,000.00
WW‐3 6" Double PVC Sewer Service 19 EA $1,800.00 $34,200.00
WW‐4 Multi‐Family 6" Sewer Service 17 EA $1,500.00 $25,500.00
WW‐5 8" PVC Sanitary Sewer SDR‐26 (0‐6') 448 LF $20.00 $8,960.00
WW‐6 8" PVC Sanitary Sewer SDR‐26 (6‐8') 863 LF $25.00 $21,575.00
WW‐7 8" PVC Sanitary Sewer SDR‐26 (8‐10') 523 LF $30.00 $15,690.00
WW‐8 8" PVC Sanitary Sewer SDR‐26 (10‐12') 185 LF $35.00 $6,475.00
WW‐9 8" PVC Sanitary Sewer SDR‐26 (12‐14') 986 LF $50.00 $49,300.00
WW‐10 8" PVC Sanitary Sewer SDR‐26 (14‐16') 74 LF $60.00 $4,440.00
WW‐11 Manhole 4' Diameter with IET Coating (0‐6') 4 EA $5,200.00 $20,800.00
WW‐12 Manhole 4' Diameter with IET Coating (6‐8') 3 EA $6,800.00 $20,400.00
WW‐13 Manhole 4' Diameter with IET Coating (8‐10') 2 EA $7,500.00 $15,000.00
WW‐14 Manhole 4' Diameter with IET Coating (10‐12') 2 EA $9,500.00 $19,000.00
WW‐15 Manhole 4' Diameter with IET Coating (12‐14') 2 EA $10,000.00 $20,000.00
WW‐16 Manhole 4' Diameter with IET Coating (14‐16') 1 EA $10,500.00 $10,500.00
WW‐17 Manhole 4' Diameter with IET Coating (14‐16') DROP 1 EA $11,000.00 $11,000.00
SUBTOTAL = $319,147.67
WASTEWATER
Item # Description
Estimated
Quantity Unit Unit Price Amount
Redonda Drive, Montserrat Drive, & Caicos Way (Single‐Family)
PW‐1 Connect to Existing Water Main 2 EA $3,000.00 $6,000.00
PW‐2 8" PVC Water Main (C900, DR18) 2,075 LF $17.45 $36,208.75
PW‐3 8" PVC Water Main (C900, DR14) 89 LF $18.00 $1,602.00
PW‐4 10" PVC Water Main (C900, DR18) 304 LF $20.00 $6,080.00
PW‐5 8" Gate Valve 4 EA $1,300.00 $5,200.00
PW‐6 1" Single Water Service, Complete 15 EA $550.00 $8,250.00
PW‐7 1.5" Double Water Service, Complete 19 EA $600.00 $11,400.00
PW‐8 Temporary Bacterial Sample Point 2 EA $1,000.00 $2,000.00
PW‐9 Temporary Blow‐off/Automatic Flushing Device 2 EA $3,000.00 $6,000.00
PW‐9 Fire Hydrant, Complete 7 EA $3,500.00 $24,500.00
PW‐10 SUBTOTAL = $107,240.75
PW‐11 St. Lucia Drive & Cayman Drive (Multi‐Family)
PW‐12 Connect to Existing Water Main 1 EA $3,000.00 $3,000.00
PW‐13 8" PVC Water Main (C900, DR18) 1,145 LF $17.45 $19,980.25
PW‐14 8" PVC Water Main (C900, DR14) 53 LF $18.00 $954.00
PW‐15 8" Gate Valve 2 EA $1,300.00 $2,600.00
PW‐16 Multi‐Family‐2" Water Service, Single 10 EA $2,000.00 $20,000.00
PW‐17 Temporary Bacterial Sample Point 1 EA $1,000.00 $1,000.00
PW‐18 Temporary Blow‐off/Automatic Flushing Device 2 EA $3,000.00 $6,000.00
PW‐19 Fire Hydrant, Complete 9 EA $3,500.00 $31,500.00
SUBTOTAL = $85,034.25
TOTAL = $192,275.00
POTABLE WATER
Item # Description
Estimated
Quantity Unit Unit Price Amount
EW‐1 Single Row Silt Fence 3,000 LF $1.75 $5,250.00
EW‐2 Sod (1' Behind Curb) 1,500 SY $3.98 $5,970.00
SUBTOTAL = $11,220.00
EARTHWORK
Item # Description
Estimated
Quantity Unit Unit Price Amount
Redonda Drive, Montserrat Drive & Caicos Way (Single Family)
P‐1 3/4" Asphaltic Concrete (Type S‐III) First Lift 5,890 SY $4.25 $25,032.50
P‐2 3/4" Asphaltic Concrete (Type S‐III) Second Lift 5,890 SY $4.25 $25,032.50
P‐3 6" Limerock Base (Compacted and Primed) 5,890 SY $5.75 $33,867.50
P‐4 12" Stabilized Subgrade 7,455 SY $5.00 $37,275.00
P‐5 2' Valley Gutter 4,655 LF $10.00 $46,550.00
P‐6 Handicapped Curb Ramp w/Detectable Warning 12 EA $75.00 $900.00
P‐7 5' Concrete Sidewalk 2,565 SY $20.00 $51,300.00
P‐8 Signing and Marking 1 LS $2,500.00 $2,500.00
P‐9
P‐10 SUBTOTAL = $222,457.50
P‐11 St. Lucia Drive & Cayman Drive (Multi‐Family)
P‐12 3/4" Asphaltic Concrete (Type S‐III) First Lift 2,670 SY $4.25 $11,347.50
P‐13 3/4" Asphaltic Concrete (Type S‐III) Second Lift 2,670 SY $4.25 $11,347.50
P‐14 6" Limerock Base (Compacted and Primed) 2,670 SY $5.75 $15,352.50
P‐15 12" Stabilized Subgrade 3,375 SY $5.00 $16,875.00
P‐16 2' Valley Gutter 2,095 LF $10.00 $20,950.00
P‐17 Handicapped Curb Ramp w/Detectable Warning 6 EA $75.00 $450.00
P‐18 5' Concrete Sidewalk 1,150 SY $20.00 $23,000.00
P‐19 Signing and Marking 1 LS $2,500.00 $2,500.00
SUBTOTAL = $101,822.50
TOTAL = $324,280.00
PAVING
Item # Description
Estimated
Quantity Unit Unit Price Amount
D‐1 12" HDPE 1907 LF $15.00 $28,605.00
D‐2 15" RCP 440 LF $20.00 $8,800.00
D‐3 18" RCP 704 LF $30.00 $21,120.00
D‐4 24" RCP 1283 LF $40.00 $51,320.00
D‐5 36" RCP 1121 LF $50.00 $56,050.00
D‐6 18" Flared End 1 EA $1,800.00 $1,800.00
D‐7 24" Flared End 4 EA $2,500.00 $10,000.00
D‐8 36" Flared End 2 EA $3,000.00 $6,000.00
D‐9 Valley Gutter Inlet 20 LF $3,000.00 $60,000.00
D‐10 Yard Drain 14 EA $1,200.00 $16,800.00
D‐11 Grate Inlet 8 EA $1,200.00 $9,600.00
D‐12 Grate Inlet to be removed 2 EA $500.00 $1,000.00
D‐13 36" RCP to be removed 40 LF $10.00 $400.00
D‐14 Junction Box 5 EA $1,200.00 $6,000.00
SUBTOTAL = $342,142.00
D‐1 Valley Gutter Inlet with Temporary Grate Inlet Top 5 LF $3,000.00 $15,000.00
D‐2 18" RCP 189 LF $30.00 $5,670.00
D‐2 24" RCP 550 LF $40.00 $22,000.00
D‐3 42" RCP 179 LF $55.00 $9,845.00
D‐4 18" Flared End 1 EA $1,800.00 $1,800.00
D‐5 24" Flared End 3 EA $2,500.00 $7,500.00
D‐6 42" Flared End 1 EA $2,832.00 $2,832.00
DRAINAGE
Item # Description
Estimated
Quantity Unit Unit Price Amount
Required Buffers:
LA‐1 Code Minum Buffers ‐ PPL 1 LS $20,130.00 $20,130.00
SUBTOTAL = $20,130.00
LANDSCAPE
Item # Description
Estimated
Quantity Unit Unit Price Amount
L‐1 Street Lighting 16 EA $500.00 $8,000.00
SUBTOTAL = $8,000.00
LIGHTING