Agenda 09/13/2022 Item #16A10 (Resolution - Final Acceptance Del Webb Naples Parcels 201-203)09/13/2022
EXECUTIVE SUMMARY
Recommendation to approve a Resolution for final acceptance of the private roadway and drainage
improvements for the final plat of Del Webb Naples Parcels 201-203, Application Number
PL20130002601; and authorize the County Manager, or designee, and authorize the release of the
maintenance security in the amount of $116,181.32.
OBJECTIVE: To have the Board of County Commissioners (Board) grant final acceptance of the
infrastructure improvements associated with the subdivision and author ize the release of the maintenance
security.
CONSIDERATIONS:
1) On September 3, 2015, the Growth Management Department granted preliminary acceptance of
the roadway and drainage improvements in Del Webb Naples Parcels 201-203.
2) The roadway and drainage improvements are privately owned and will be maintained by Del
Webb Naples Community Association, Inc., and Ave Maria Stewardship Community District.
3) The required improvements have been constructed in accordance with the Land Development
Code. The Growth Management Department inspected the improvements on July 27, 2022, and
is recommending the final acceptance of the improvements.
4) A resolution for final acceptance has been prepared by staff and approved by the County
Attorney's Office. The resolution is a requirement of Section 10.02.05 C of the Land
Development Code. A copy of the document is attached.
FISCAL IMPACT: The roadway and drainage improvements will be maintained by Del Webb
Community Association, Inc., and Ave Maria Stewardship Community District. The existing security in
the amount of $116,181.32 will be released upon Board approval. The original security in the amount of
$1,007,615.63 has been reduced to the current amount of $116,181.32 based on the previous work
performed and completed pursuant to the terms of the Construction and Maintenance Agreement dated
March 16, 2015.
GROWTH MANAGEMENT IMPACT: There is no growth management impact.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a
majority vote for Board approval. - DDP
RECOMMENDATION: To grant final acceptance of the roadway and drainage improvements in Del
Webb Naples Parcels 201-203, Application Number PL20130002601; and authorize:
1. The Chairman to execute the attached resolution authorizing final acceptance of the
improvements.
2. The Clerk of Courts to release the maintenance security.
Prepared by: Lucia S. Martin, Associate Project Manager, Development Review
ATTACHMENT(S)
1. Location Map (PDF)
2. Bond Basis (PDF)
3. Resolution (PDF)
4. Plat Map (PDF)
16.A.10
Packet Pg. 532
09/13/2022
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.10
Doc ID: 22984
Item Summary: Recommendation to approve a Resolution for final acceptance of the private
roadway and drainage improvements for the final plat of Del Webb Naples Parcels 201-203, Application
Number PL20130002601; and authorize the County Manager, or designee, and authorize the release of
the maintenance security in the amount of $116,181.32.
Meeting Date: 09/13/2022
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
08/05/2022 1:22 PM
Submitted by:
Title: Environmental Specialist – Growth Management Department
Name: Jaime Cook
08/05/2022 1:22 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Additional Reviewer Completed 08/05/2022 1:45 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 08/08/2022 9:10 AM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/08/2022 9:27 AM
Growth Management Department Jaime Cook Additional Reviewer Completed 08/08/2022 10:13 AM
Growth Management Department Diane Lynch Growth Management Department Completed 08/08/2022 12:45 PM
Growth Management Department James C French Growth Management Completed 08/13/2022 10:00 PM
County Attorney's Office Derek D. Perry Level 2 Attorney Review Completed 08/16/2022 9:22 PM
Growth Management Department Trinity Scott Transportation Skipped 08/19/2022 8:59 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/19/2022 11:15 AM
Office of Management and Budget Laura Zautcke Level 3 OMB Gatekeeper Review Completed 08/22/2022 3:54 PM
Office of Management and Budget Laura Zautcke Additional Reviewer Completed 08/22/2022 3:57 PM
County Manager's Office Geoffrey Willig Level 4 County Manager Review Completed 09/01/2022 4:44 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 09/13/2022 9:00 AM
16.A.10
Packet Pg. 533
DEL WEBB NAPLES
PARCELS 201 - 203
LOCATION MAP
16.A.10.a
Packet Pg. 534 Attachment: Location Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
entered into this 16th day of March / ____ / _____ , 20 1s between
Pult•Homec°'"°"'''°" hereinafter referred to as "Developer," and the Board of County Commissioners of Collier
County, Florida, hereinafter referred to as the "Board.
RECITALS:
A.Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the
Board of certain plat of a subdivision to be known as: Del Webb Naples Parcels 2 01-2 03
B.Chapter 4 and 1 O of the Collier County Land Development Code required the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regulations, said guarantees to be incorporated in a bonded agreement for the construction of the
required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set
forth, Developer and the Board do hereby covenant and agree as follows:
1.Developer will cause to be constructed:Roadway, drainage, water & sewer Improvements
within 12 months from the date of approval said subdivision plat, said improvements
hereinafter referred to as the required improvements.
2.Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and
by reference made a part hereof) in the amount of $1,007,615 .63 -which amount represents 10% of
the total contract cost to complete the construction plus 100% of the estimated cost of to complete
the required improvements at the date of this Agreement.
3.In the event of default by the Developer or failure of the Developer to complete such improvements
within the time required by the Land Development Code, Collier may call upon the subdivision
performance security to insure satisfactory completion of the required improvements.
4.The required improvements shall not be considered complete until a statement of substantial
completion by Developer's engineer along with the final project records have been furnished to be
reviewed and approved by the County Manager or his designee for compliance with the Collier
County Land Development Code.
5.The County Manager or his designee shall, within sixty (60) days of receipt of the statement of
substantial completion, either: a) notify the Developer in writing of his preliminary approval of the
improvements; or b) notify the Developer in writing of his refusal to approve improvements,
therewith specifying those conditions which the Developer must fulfill in order to obtain the County
Manager's approval of the improvements. However, in no event shall the County Manager or his
designee refuse preliminary approval of the improvements if they are in fact constructed and
submitted for approval in accordance with the requirements of this Agreement.
6.The Developer shall maintain all required improvements for a minimum period of one year after
preliminary approval by the County Manager or his designee. After the one year maintenance period
by the Developer has terminated, the Developer shall petition the County Manager or his designee to
inspect the required improvements. The County Manager or his designee shall inspect the
improvements and, if found to be still in compliance with the Land Development Code as reflected by
final approval by the Board, the Board shall release the remaining 10% of the subdivision
performance security. The Developer's responsibility for maintenance of the required improvements
shall continue unless or until the Board accepts maintenance responsibility for and by the County.
16.A.10.b
Packet Pg. 535 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.b
Packet Pg. 536 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.b
Packet Pg. 537 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
Bond No. 800015851
Owner and the Surety to the full and faithful performance in accordance with the Land Development
Regulations. The term "Amendment", wherever used in this Bond, and whether referring to this Bond,
or other documents shall include any alteration, addition or modification of any character whatsoever.
IN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be
executed this 12th day of March, 2015.
Principal: Pulte Home Corporation
By: Bryce Langen, Assistant Treasurer
Witness:
Witness:
ACKNOWLEDGEMENT
STATE OF GEORGIA
COUNTY OF COBB
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME THIS 12th DAY
OF March, 2015 by Bryce Langen AS Assistant Treasurer OF Pulte Home Corporation WHO IS
PERSONALLY KNOWN TO ME. �\\IIHll111,,. �,. \. MALlt.1,,"1,,.
Not��?Et (SEAL)
Kelli Mauldin, Notary Public
Atlantic Specialty Insurance Company
Surety
svCl,_, c/�
Dawn L. Morgan, �Fact ----Witness: _!_/��� ....... ����::_,...:�-2,1---T' SEE ATTACHED NOTARY
t��'@il'-�D� : I .o'tAlt► , \ = � •-=;I :c,i - ,J> -= ;o\ � • g� � �� ,�t.Y , .. -, C)'i; l ,,,., CouN-r'. ,,, ... .,,,,,,,,,,,,,,,,,
16.A.10.b
Packet Pg. 538 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.b
Packet Pg. 539 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
ACKNOWLEDGEMENT BY PRINCIPAL
STATE OF GEORGIA)
COUNTY OF COBB )
)ss.
This record was acknowledge before me on 12th day of March 2015, by Bryce
Langen, Assistant Treasurer for Pulte Home Corporation, who provided to me
on the basis of satisfactory evidence to be the person who appeared before me
and is personally known to me.
WITNESS my hand and official seal.
Kelli L. Mauldin
Notary Public State of Georgia
My Commission Expires: July 19, 2015
16.A.10.b
Packet Pg. 540 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.b
Packet Pg. 541 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
Gro\rvth Managem ent Department
Development Review Division
June 4, 2019
Atlantic Specialty and [nsurance Company
601 Carlson Parkway, Ste. 600
Minnetonka MN. 55305
RE: Performance Bond No. 800015g51/ pulte Home Corporation
Del Webb at Naples Parcels ZAI .2A3
Dear Sir or Madam.
Please be advised that based on the work completed and inspected to date, the subjectPerformance Bond may now be reduced by $Alt.e34.3l. teaving an available obligation of$l16'18l'32. The remaining surety represents rca% of the uncoirpleted improvements, plus
$91,601 .42 as the required l}%maintenance security.
An original Bond Rider should be submitted to this office reducing the value of the security. allother terms and conditions of the original Performance Bond to remain in full force and effect'..
If I can be of any further assistance to you in this regard, please let me know.
Sincerely,
,onn fl0uldsronn
John R. Houldsworth
Senior Site Plans Reviewer
With authority in these matters
Cc: Nik Kasten, E.I., Waldrop Engineering
Ow&pnert foww Omson. 28$ Ncrfi Ha*$oe Orve . tthfts, Horda 34104 . 23$252-24m . www.colirpvnet
16.A.10.b
Packet Pg. 542 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
Decrease PENALTY RIDER
BOND NO.800015851
To be attached and form a part of Bond No. 800015851 dated the l2th day of March, @!,
executed by Atlantic Snecialtv Insurance Comnanv as surety, on behalf of Pulte Home
*Cornoration as current principal of record, and in favor of eqMgl..,]9gg!,]!y,.&, as Obligee' and in
the amount of
G1Jgl.6rs.63).
In consideration ofthe agreed premium charged for this bond, it is understood and agreed that
Atlantic Specialtv Insurance Companv hereby consents that effective from the 4th day of @9,
@, said bond shall be amended as follows:
THE BOND PENALTY SHALL BE Decreased:
FROM: One Million Seven Thousand Six Hundred Fifteen Dollars and 63/100 ([9!?.615.63)
TO: One Hundred Sixteen Thousand One Hundred Eishtv One Dollars and 321100 G1!6!-EIJ2)
The Decrease of said bond penalty shall be effective as of the 4th day of June, @, and does
hereby agree that the continuity ofprotection under said bond subject to changes in penalty shall
not be impaired hereby, provided that the aggregate liability of the above mentioned bond shall not
exceed the amount of liability assumed by it at the time the act and/or acts of default were
committed and in no event shall such liability be cumulative.
Signed, sealed and dated this 7th day of June, p!!.
* Pulte Home Corporation
PRINCIPAL
Gregory
Assistant Treasurer
STIRE'I'Y
BY
Kazmer, ATTORNEY-IN-FACT
*Pulte Eone Coqrany, LLC, a Uichigan limited ty company, a suecessor
by legal conversion to Pulte Eome Corporation.
16.A.10.b
Packet Pg. 543 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
OneBeacon Power of AttorneyINSURANCE GROUP
KNow ALL MEN BY THESE PRXSENTS, that ATLANTIC SPECIALTY INSURANCE COMPAI.I^Y, a New YorK corporatiOn with itS PTiNCiPAI OffiCC iN PIYMOUIh,
Minnesota, does hereby constitute and appoint: James Moore, Stephen Kazmer, Dawn L. Morgan, Tariese M. Pisciotto, Melissa A. Schmidt, Amy Wickett, each
individually if there be more than one named, its true and lawful Attomey-in-Fact, to make, execute, seal and deliver, for and on its behalf as surety, any and all bonds,
amount the sum of: sixty million dollars ($60,000,000) and the execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature
thereof in pursuance of these presents, shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the
Company seal. This Power of Attorney is made and executed by authoriff of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIAITY
INSURANCE COMPAI{Y on the twenty-fifth day of September, 2012:
Resolved: That the President, any Senior Vice President or Vice-President (each an "Authorized Officer") may execute for and in behalf of the Company any and
all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and affix the seal of the Company thereto; and that the
Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company
seal thereto; and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attomey-in-
Fact-
Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and ail bonds,
recognizances, contracts of indemnity, and all other wdtings obligatory in the nature thereof, and any such instrument executed by any such Attorney-in-Fact shall
be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney-in-Fact is hereby authorized to verify any affidavit
required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof.
This power of attomey is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY
INSURANCE COMPANY on the twenty-fifth day of September, 2012:
Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may be affixed by
facsimile to any power of attomey or to any certificate relating thereto appointing an Attomey-in-Fact for purposes only of executing and sealing any bond,
undertaking, recognizance or other written obligation in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company
as the original signarure of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though
manually affixed.
IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company
to be affixed this twenty-ninth day of April, 2019.
By erfu
STATE OF MINNESOTA
HENNEPIN COUNTY
Paul J. Brehm, Senior Vice President
On this twenty-ninth day of April, 2019, before me personally came Paul J. Brehm, Senior Vice President of ATLANTIC SPECIALTY INSURANCE COMPANY, to me
personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me
duly sworn, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the
signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company.
Notary Public
I, the undersigned, Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attorney is in full
force and has not been revoked, and the resolutions set forth above are now in force.
Signedandsealed. oated--7th dayof Iune ,2019
This Power of Attomey expires
January 31, 2023
Christopher V. Jerry, Secretary
ffi.#
MANDALYAI'IN IiMERE
NOIARY PUBUC . MINNESOTA
MyCornmissim Expites
January 31, 2023
€e
W.
16.A.10.b
Packet Pg. 544 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
a
State of Illinois
County of DuPage
On June 7. 2019, before me, a Notary Public in and for said County and State, residing therein, duly
commissioned and sworn, personally appeared Stephen Kazmer known to me to be Attomey-in-Fact of
Atlantic Specialfy Insurance Company the corporation described in and that executed the within and
foregoing instrument, and known to me to be the person who executed the said insffument in behalf of the
said corporation, and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year
stated in this certificate above.
My Expires 5/13120
Public
SS.
)
)
)
OFFICIAL SEAL
KELLY A. GARDNER
NOTARY PUBLIC, STATE OF ILLINOIS
Commission ExPires MaY 13' 2020My
16.A.10.b
Packet Pg. 545 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
AGKNOWLEDGE MENT BY PRINCIPAL
srATE OF GEORGTA)
) ss.
couNTY oF FULTON)
This record was acknowledged before me on June 7,2019, by
Gregory S. Rives, Assistant Treasurer of Pulte Home Gompany, LLG,
a Michigan Iimited liability company, a successor by lega! conversion to
Pulte Home Gorporation, who provided to me on the basis of
satisfactory evidence to be the person who appeared before me
and is personally known to me.
WITNESS my hand official seal
nature Notary P u lic
Shirley E. Hutchins
Notary Public Sfafe of Georgia
My Commission Expires: March 18, 2022
SHIRLEY E HUTCHINS
Notary Public - Stale ol Georgia
Fulion CountY
l/y Oornmission Expires Mar 1B' 2022
16.A.10.b
Packet Pg. 546 Attachment: Bond Basis (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.c
Packet Pg. 547 Attachment: Resolution (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
16.A.10.d
Packet Pg. 548 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
Del Webb Naples Parcels 201-203 PLAT BooiS8 PAGE2.S
SHEET 2 OF 7 KEY MAP
UNIT 3, DEL A REPLA T OF PORTIONS OF TRACTS ''E" AND "1': A VE MARIA
PORTIONS OF TRACT 'A': AVE MARIA UNIT 11, DEL WEBB NAPLES, PORTIONS OF SECTIONS 8 AND 17,
WEBB PHASE ONE, RECORDED IN PLAT BOOK 47, THROUGH 62, AND PAGES 52
THROUGH 74, RECORDED IN PLAT BOOK 52, PAGES 67 RANGE 29 EAST, COLLIER COUNTY, FLORIDA PARCELS 106 & 112, TOWNSHIP 48 SOUTH,
TOGETHER WI TH
N
0 80 /6'0 320
LINE
LI
L2
L3
L4
L5
L6
L7
L8
L9
LIO
CURVE RADIUS
Cl 1701.00'
C2 2049.00' CJ 205.00'
C4 100. oo·
C5 578.00'
C6 35.00'
Cl 904.00'
C8 550.00'
C9 90 oo'
CID 215. 00'
Cl/ 65.00'
C/2 75.00'
C/3 700.00'
C/4 754.00' C15 25.00'
C/6' 150000'
C/7 1254.00'
C/8 100000'
C/9 25.2/'
C20 16000'
C21 100.00'
C22 205.00'
C23 1194.26'
C24 85.00'
C25 500. 00'
C26 40000'
C27 1049.00'
C28 1101.00'
EASEMENT NOTE:
CRAPfllC SCALE IN FEET I "�!60'
LINE TABLE
LENGTH BEARING
95.21' S 64'/2'38" E
103.41' S 69'07'27" E
28 75' S 79'55'29" E
75.30' N 61'10'20" W
18 23' S 35'28'/4" E
55.90' S 80'3/ '/8" E
54.00' S 85'55'49" E
55.84' S 41'39'04" E
69.77' S 41 '39'04" E
131.9/' S 25'4/'30" W
CURVE TABLE
DE:LTA LENGTH CHORD
7'09'25" 212 47' 212.34'
3'02'/8" 108.66' /08.65'
33'49'/2" 12/.01' 119.26'
28'54'23" 5045' 4992'
10'48'02" 108.96' /08.80'
160'11 '01" 97.85' 68 96'
8'51 '23" 139.74' 139.60'
29"/2'00" 280.30' 27728'
27·44'53" 43.59' 43.16'
9'31 '21" 35. 73'35.69'
8870'55" 100.04' 90. 45'
43"/4'00" 56.59' 55.26'
28V4'34" 343.0/' 339.59'
20'25'02" 268.69' 26727'
87'44'59" 38.29' 34.65'
2·45'23" 72.16' 72./5'
25'49'07" 565.08' 560.3/'
/9"30'30" 340.48' 338.84'
95'17 '/ 7" 41.88' 37.22'
42'49'/9" 119.58' 116.82'
28'54 123" 50.45' 49.92'
28'.54'23" 103. 43' 102.33'
11'25'33" 238. /6' 237. 76'
132'02'26" 195.89' 155.33'
26'/6'/8" 229.26' 227.26'
23'24'20" 163. 40' 16227'
28'28'39" 521.38' 516.03'
2/'34'42" 640.62' 636.84'
BEARING
N 2574'58" E
N 27'18'3!" E
S 8/'07'!4" E
S 83'34'38" E
S 74'3/'28" E
S 0070'0!" W
S 75'49'50" W
S 86'00'08" W
N 65'3/'25" W
N 56'24'39" W
S 81 '22'46" E
S 58'54'!8" E
N 85'26'25" E
N 8/'36'39" E
N 47'56'4/" E
S 02"4!'30" W
S 14'13'22" W
S 17'22'4/" W
S 40'2/'40" E
S 63'03'44" E
S 27'11'53" E
S 27·17'53" E
S 67'45'57" W
S 42'3/'07" W
S 12'33'2/" W
S 37'23'4!" W
N 14'/9'53" E
N 10'52'55" E
GRANT OF EASEMENT RECORDED IN OR. BOOK 48.98, PAC£ 2651,
f-'UtJUC r?EC0H0S OF C0LUER C0UNfY, FLORIDA (AS DENOTED EJY
IIATCH TYPE SHOWN) AS PART/ALLY RELEASED IN OR. BOOK 5122,
P/1GE 170, PUBLIC HECORDS OF COLLIER COUNT(, FLOR/D,1
TF..'A::'r "A"
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LEGAL DESCRIPTION
BEING PORTIONS OF TRACTS "E" AND "I", AVE MARIA UNIT 3, DEL WEBB PHASE ONE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 4 7,
PAGES 52 THROUGH 62 (INCLUSIVE) AND A PORTION OF TRACT "A", AVE MARIE UNIT 11, DEL WEBB NAPLES, PARCELS 106 & 112, ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK 52, PAGES 67 THROUGH 74 (INCLUSIVE), TOGETHER WITH PORTIONS OF SECTIONS 8 AND 17, TOWNSHIP 48
SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF TRACT "H", AVE MARIA UNIT 3, DEL WEBB PHASE ONE, ACCORDING TO THE PLAT THEREOF, RECORDED
IN PLAT BOOK 47, PAGES 52 THROUGH 62 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THENCE SOUTH 68'19'45" EAST, ALONG
THE SOUTHERLY BOUNDARY OF SAID TRACT "H", A DISTANCE OF 139.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED,
THE SAME BEING A POINT ON A NON�TANGENTIAL CURVE AND A POINT ON THE BOUNDARY OF TRACT "E", SAID AVE MARIA UNIT 3, DEL WEBB PHASE
ONE PLAT; THENCE RUN THE FOLLOWING THREE (3) COURSES ALONG THE BOUNDARY OF SAID TRACT "E"; COURSE NO. 1: NORTHEASTERLY, 212.47 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,70 1.00 FEET, THROUGH A CENTRAL ANGLE OF 07'09 '25"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 25'14'58" EAST, 2 12.34 FEET; COURSE NO. 2 : NORTH 28'49'40" EAST, 524.52 FEET TO A POINT
OF CURVATURE; COURSE NO. 3: NORTHEASTERLY, 108.66 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS
OF 2,049.00 FEET, THROUGH A CENTRAL ANGLE OF 03"02 '18" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 27°18'31" EAST, 108.65 FEET;
THENCE SOUTH 64"12'38" EAST, A DISTANCE OF 95.21 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 121.01 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 205.00 FEET, THROUGH A CENTRAL ANGLE OF 33"49'12" AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 8!90 7'14" EAST, 119.26 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 50.45 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 28"54'23" AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 83'34'38" EAST, 49.92 FEET; THENCE SOUTH 69"07'27" EAST, A DISTANCE OF 103.41 FEET TO A POINT OF CURVATURE; THENCE
EASTERLY, 108.96 FEET ALONG THE ARC OF A CIRCUl.ft.R CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 578.00 FEET, THROUGH A CENTRAL ANGLE
OF 10"48'02" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 74"31'28" EAST, 108.80 FEET; THENCE SOUTH 79"55'29" EAST, A DISTANCE OF
2 8.75 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 97.85 FEET ALONG THE ARC OF A CIRCUl.ft.R CURVE, CONCAVE WESTERLY, HAVING A
RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 160'11'01" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 00°10'01" WEST, 68.96
FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 139.74 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A
RADIUS OF 904.00 FEET, THROUGH A CENTRAL ANGLE OF 08'51'23" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 75°49'50" WEST, 139.60
FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 280.30 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A
RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 29'12'00" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 86°00'08" WEST, 277.28
FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY, 43.59 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 90.00 FEET, THROUGH A CENTRAL ANGLE OF 27'44'53" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 65°31'25" WEST, 43.16 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 35.73 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2 15.00 FEET, THROUGH A CENTRAL ANGLE OF 09"31'21" AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 56"24'39" WEST, 35.69 FEET; THENCE NORTH 6r10'20 " WEST, A DISTANCE OF 75.30 FEET; THENCE SOUTH 28°49'40" WEST, A
DISTANCE OF 168.50 FEET; THENCE SOUTH 35"2 8'14" EAST, A DISTANCE OF 18.23 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE EASTERLY,
100.04 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF
88"10'55" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 81'22'46" EAST, 90.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE
SOUTHEASTERLY, 56.59 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 75.00 FEET, THROUGH A
CENTRAL ANGLE OF 43"14'00" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 58°54'18" EAST, 55.26 FEET ; THENCE SOUTH 80°31'18" EAST, A
DISTANCE OF 55.90 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 343.01 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 28'04'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 85°26'25" EAST,
339.59 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 268.69 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY,
HAVING A RADIUS OF 754.00 FEET, THROUGH A CENTRAL ANGLE OF 20"25'02" ANO BEING SUBTENDED BY A CHORD THAT BEARS NORTH 81 "36'39" EAST,
267.27 FEET; THENCE SOUTH 88'10'50" EAST, A DISTANCE OF 187.48 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 38.29 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2 5.00 FEET, THROUGH A CENTRAL ANGLE OF 87°44'59" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 47"56'41" EAST, 34.65 FEET; THENCE SOUTH 85'55'49" EAST, A DISTANCE OF 54.00 FEET TO A POINT ON A
NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 72.16 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RAD!US OF 1,500.00
FEET, THROUGH A CENTRAL ANGLE OF 02"45'23" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 02°41'30" WEST, 72.15 FEET TO A POINT OF
REVERSE CURVATURE; THENCE SOUTHERLY, 565.08 FEET ALONG THE ARC OF A CIRCUl.ft.R CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,254.00
FEET, THROUGH A CENTRAL ANGLE OF 25"49'07" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14'13'22" WEST, 560.31 FEET TO A POINT OF
REVERSE CURVATURE; THENCE SOUTHERLY, 340.48 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,000.00
FEET, THROUGH A CENTRAL ANGLE OF 19°30'30" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 17°22'41"' WEST, 338.84 FEET TO A POINT ON
A NON-TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 41.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A
RADIUS OF 25.21 FEET, THROUGH A CENTRAL ANGLE OF 95'11'17" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 40°21'40" EAST, 37.22 FEET;
THENCE SOUTH 05'31'36" WEST, A DISTANCE OF 194.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 119.58 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 42°49'19" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 63"03'44" EAST, 116.82 FEET; THENCE SOUTH 41 '39'04" EAST, A DISTANCE OF 55.84 FEET TO A POINT OF
CURVATURE; THENCE SOUTHEASTERLY, 50.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100 .00
FEET, THROUGH A CENTRAL ANGLE OF 28"54 '23" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 27"11'53" EAST, 49.92 FEET TO A POINT OF
REVERSE CURVATURE; THENCE SOUTHEASTERLY, 103.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
205.00 FEET, THROUGH A CENTRAL ANGLE OF 2 8°54'23" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 27'11'53" EAST, 102.33 FEET; THENCE
SOUTH 41 °39'04" EAST, A DISTANCE OF 69.11 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHWESTERLY, 238.16 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,194.26 FEET, THROUGH A CENTRAL ANGLE OF 11'25'33" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 67'45'57" WEST, 237.76 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHWESTERLY,
195.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 85.00 FEET, THROUGH A CENTRAL ANGLE OF
132'02'26" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 42"31'07" WEST, 155.33 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
SOUTHERLY, 229.26 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE
OF 26"16'18" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12°33'21" WEST, 227.26 FEET; THENCE SOUTH 25°41'30" WEST, A DISTANCE OF
131.91 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 163.40 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 400,00 FEET, THROUGH A CENTRAL ANGLE OF 23'24'20" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 37'23'41"
WEST, 162.27 FEET; THENCE NORTH 89'39'46" WEST, A DISTANCE OF 699.54 FEET; THENCE SOUTH 61 °27'04" WEST, A DISTANCE OF 464.66 FEET;
THENCE NORTH 54'14'43" WEST, A DISTANCE OF 331.71 FEET TO A POINT ON THE BOUNDARY OF TRACT "A", AVE MARIE UNIT 11, DEL WEBB NAPLES,
PARCELS 106 & 112, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 52, PAGES 67 THROUGH 74 (INCLUSIVE); THENCE RUN THE
FOLLOWING THREE (3) COURSES ALONG THE BOUNDARY OF SAID TRACT "A"; COURSE NO. 1: NORTH 28"34'13" EAST, 666.88 FEET TO A POINT OF
CURVATURE; COURSE NO. 2: NORTHERLY, 521.38 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,049.00
FEET, THROUGH A CENTRAL ANGLE OF 2 8'2 8'39" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 14°19'53!1 EAST, S16.03 FEET TO A POINT OF
REVERSE CURVATURE; COURSE NO. 3: NORTHERLY, 640.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF
1,701.00 FEET, THROUGH A CENTRAL ANGLE OF 21°34'42" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 10'52'55" EAST, 636.84 FEET TO
THE POINT OF BEGINNING.
CONTAINING 2,861,293 SQUARE FEET OR 65.686 ACRES, MORE OR LESS.
INDICATES A 'VE MARIA U!ll/TY EASEMENT
IND/CA TES PUBLIC UTILITY EASEMENT
IND/CA TE.;; TECHNOLOCY U f/UTY EASEMENT
IND/CA n:s DRAINAGE EASEMENT
IND/CA f!--."S ACCESS EAS!:)JDVT
IND/CA TES !HR/GA T/ON EASEMcf\lT
IND/CA TES LANDSCAPE EA SEMEN r
INDICATES LAf<E MAINTENANCF. EASEMENT
IND/CA TES SET PERMANENT HtTERENCE MONUMENT
(5/8" X 18" IRON ROD CAPl-'ED ';0RM LB 6897')
(UNLESS' OTf!ERYi1SE NOTED)
IND/CA TES PER/'vfANEN f CONTROL POINT
THIS INSTRUMENT PREPARED BY: JOHN SCOTT RHODES P.S.M. #5739 RHODES & RHODES LAND SURVEYING, INC.
28100 BONITA GRANDE DRIVE, SUITE #107
BONITA SPRINGS, FL 34135
(239)405-81 66 FAX NO. (239) 405-8163
FLORIDA BUSINESS LICENSE NO. LB 6897
16.A.10.d
Packet Pg. 549 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
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Packet Pg. 550 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
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Packet Pg. 551 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
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Packet Pg. 552 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
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Packet Pg. 553 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)
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Packet Pg. 554 Attachment: Plat Map (22984 : Final Acceptance of Utilities - Del Webb Naples Parcels 201-203)