Backup Documents 02/09/2016 Item #16A3 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 6 A 3
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATUR
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines 41 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office I-VD 10 b
4. BCC Office Board of County by
Commissioners JYt j 5 I 5'Ja/ �t
5. Minutes and Records Clerk of Court's Office (46.- *Li,
51104\
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff John Houldsworth Phone Number x-5757
Contact/ Department
Agenda Date Item was Feb.9,2016 Agenda Item Number 16-A3
Approved by the BCC
Type of Document Plat Number of Original
Attached Hacienda Lakes Phase II Documents Attached
PO number or account (a--)v'\o � 3 Lon ••'I'S
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? Srpcmcr ) f SA s
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's n/a
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip e
should be provided to the County Attorney Office at the time the item is input into SIRE. 1�
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on February 9,2016 and all changes made ixc�
during the meeting have been incorporated in the attached document. The County
Attorney's Office has reviewed the changes,if applicable. .P_.a
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made,and the document is ready for the
Chairman's signature. — .
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
i 6 A 3
This instrument prepared by:
Harold J.Webre,Esq.
Coleman,Yovanovich&Koester,P.A.
4001 Tamiami Trail N.,Suite 300
Naples,FL 34103
MORTGAGEE'S CONSENT TO PLAT OF
HACIENDA LAKES OF NAPLES—PHASE II
STATE OF FI-Ogi i:>4
COUNTY OF Leg.
The undersigned hereby certifies that TOLL BROS., INC., a Pennsylvania corporation,as
Mortgagee, is the owner and holder of that certain Mortgage executed by Hacienda Lakes of
Naples, LLC,a Florida limited liability company, as Mortgagor,recorded October 7,2015 in O.R.
Book 5202, Page 191, of the Public Records of Collier County, Florida(the "Mortgage"), which
Mortgage encumbers the property described on Exhibit "A" attached hereto, and that in such
capacity the undersigned does hereby consent to the Hacienda Lakes of Naples — Phase II Plat
recorded in Plat Book , Page , Public Records of Collier County, Florida (the
"Plat"),and agrees that the Mortgage shall be subordinate solely to the dedications and reservations
expressly shown on the Plat. Except as expressly subordinated herein,the Mortgage shall remain
in full force and effect.
IN WITNESS WHEREOF, the undersigned has caused this Consent to be duly executed
on this )Z day of Nfr- ‘ , 2016.
TOLL BROS., INC., a Pennsylvania
�-- corporation
�/ �r By ,
Witness
Print Name: ,,,�43-31.1/4— S ,'"7;tc,c 4 t'-- Print: 1/13/irl /1Ai+✓CAS
/j ,r _f/ Title: 0 Fr/t—L�—
,itness --
Print Name: tt,?7„p,,v
The foregoing instrument was acknowledged before me this l V day of A ix; \ ,
2016, by --TZ,nn Main t,.e(S , as o :c e v--- of TOLL BROS.,
INC., a Pennsylvania corporation, who is ,,---pc seri fly known' tot ne or provided
as identification.
[SEAL] .____ .r.. _■ , _,
t . THERESAA MA TOY ota P . A W i
+. :•. ,,i MY COMMISSION I FF
Vii'-. tib* EXPIRES:Much 22.2020 e: e'(e o. O�
4e„ti, Bonded Thi a„ax und.rmwn
6 A
*.t OR®5202 PG 198 *** i 3
EXHIBIT A
(PROPERTY DESCRIPTFONI
PORTION OF LANDS LYING IN SECTIONS 14 AND 23,TOWNSHIP SO SOUTH RANGE"26 EAST,COLLIER COUNTY,
FLORIDA.
001414194aNO ATSOLM4EASTCoRNER OF THE SOUTHWEST 114 OF THE SOUTHEAST 1/4 OF SECTION 14,
TONNSHIP RANGE 26E;
TNIMENBT1731'1E,FOR 14O 1 Pea TO1POINT OF BEGINNING OF1'IE
THEIONOTWIrk,FOR 30.IS FET;'THENCE N117°3731'E,FOR 280.43 FEET;MICE 900°411 F,FOR
1218 FEET)II*NCE NB7O37'31"E,FOR 1303141 FEET To A POINT ON A CORVEMOICEGoOTAABIEV
Fat&MINE ARC OF A NOW1T GENTIPL CJJRVETO THE LEFT MVOS ARAMS OP WOO Mgr
TIMM.A itEKMAL ANGLE OF 72n7.04*ANTI BEING GUMMED BY A Nap WHO BF.,ARSS58''00'34 E,
FOR 355.21 fell TIS1617•4054I,FOR 9 2 t•A POINT ON A CURVE;THENCE SOUREASTERLY
10342 FEET ALONG THE ARC OFA NON- t RIGHT HAVING A R (GOA
F�rT ROUGH A'CENTRAL.ANGLE OF •E, BY A �BEARS
S�i2"E..FOR 103.03 FEETTO Ti •. COMPOUND« o «` SOUTHEASTERLY 186.,37
IETAIt6iTFEApr i7FAft•° .f l° f , 3a F•THE MCAT ' r , f,1 -CW 1,4811.00 FEET-THROUGH
+. a .r a ;f ' B 546M'4Js'0'1"E•FIXt 15.73
A E AF+fK.E'f 11°04'44 ►J. NCOF A
FEET 1F?yAy�PC i OFCISIVE yyC�:OF 1 r + t,w, 1:717-474.,-.92A,..Vii" ,,
24°42 MD Bt�,u�. THE P" ,1to '{ {]� °hot � 1,i/A4*
�,y -'• 2,,2?FEU 10 A F OT14`T'Of
REVSSE ESAivATURE;T?�VCE,f roli
t.:.. °9:,,.e 44; '.OFA T33'TME
tiff HAVING A RAMS Of 20. *y. THROUGH A+z '' ,;f +' �.; ,, J ,BEING
SUIREMED
BY A CHORD WHICH BEARS S. ' ''t FSR 200.14 FEET f .� .- z 4- CURVATURE;T1F
NCE
' '- • r L HAYING A RADIUS OF 58800
JtJTHEtttY?9T!:44FEEi ALONG OFAREItERSE-« F
F EE A C14znI AL ANGLE:`. I. AND BEING . .4."7.7; A D WHIM BEA*
S;22"► 'E,POR 737,12 FEET TO A'b't,; `', « 6 ' 3r EKE SO UT}FERLY 309.80 FEET
ALONG T?E ARC OF A REVERSE CURVET() , o # + ,i -OF 345.00 FEET THROUGH ACBITRA1-
* 44 1 CH BEARS S.o8°59'36"E.FOR 299.32�T T O A
ANi1�OF 51°7x&'01 ANI}BUNG SUBTENDS)
POINT OP REWASE CURVATURE;THENCE SOUTHERLY 427.67 FEET ALONG OE ARC OF A REVERSE(URVE TO
THE RIGHT HAVING A RAS OF 685.00 FEETTHROUGH ROUGH A CENTRAL ANGLE OP 35°4+617"AND BEING
SUBTENDED BY A QiO D WIWI BEARS 5.16°4f57"E.FOR 420.75 FST;ThENCE SAVO4'11.*W.,FOR 400.82
FEET;TI EKE S.87°2871"W.,FOR 1,935.42 FEET;TFB1tE PL01°28'071.FOR 231.44 F4EETIT}A POINT OF
CUF VATt*E;THENCE NORTFIW'Ix+"CERLY 1,013.94 FEET ALONG THE ARC OF A TANGENTIAL CURVET)THE
LEFT HAVING A RADIUS OF 1,160.00 FEET"T*UGH A CTS ANGLE OF 30°04'53"AND BEING
13Y A CHORD WHICH BEARS N.23°3419'W,FOR 981.97 FEET;THENCE N.48°36'46"W.,FOR 641.57 Farr TO A
POINT OF CURVATURE;TWICE Y 896.67 FEET ALONG THE ARC OF A l' NGENTIAL CURVE TO
THE RIGHT HAVING A RADIUS OF 1,040.00 FEET THROLKIII A CENTRAL ANGLE OF 49'23'*'AND BEING
SUBTENDED BY A OIORD WHICH BEARS N.2.354'47W.,FOR 869.15 FEET;THENCE N,00'47'i2'E.,FRS 343.36
FEETTOTHE POINT OF BEGINNING OF/NE.MKS.DESCRIBED HEREIN.
8
16A3
TOLL BROS.,INC.
CERTIFICATE OF INCUMBENCY
The undersigned hereby certifies that:
1. The undersigned is the duly elected and acting 19c'-( of Toll Bros.,
Inc. (the"Corporation").
2. The undersigned, as such officer, is duly authorized, for and on behalf of the
Corporation,to approve the Mortgagee's Consent to Plat of Hacienda Lakes of Naples—Phase II,
and execute and deliver any and all agreements, affidavits, receipts, certificates, instruments and
other documents of any kind in relation thereto.
TN WITNESS WHEREOF,the undersigned has signed this Certificate of Incumbency as
of this I Z day of +I -f , 2016.
WITNESSES:
Print: - -r+�•�.*�� S '—1 u21"1t4c2r— Mint: 3-2;7 /720'041t5�
Print: C4c(sri 4 l'"'
1 6 A 3
This instrument prepared by:
Harold J.Webre,Esq.
Coleman,Yovanovich&Koester,P.A.
4001 Tamiami Trail N.,Suite 300
Naples,FL 34103
MORTGAGEE'S CONSENT TO PLAT OF
HACIENDA LAKES OF NAPLES—PHASE II
STATE OF 110,^ACk
COUNTY OF C=e0--,c .
The undersigned hereby certifies that WILTON LAND COMPANY, LLC, a Florida
limited liability company, as Mortgagee, is the owner and holder of that certain Mortgage and
Security Agreement and related Collateral Assignment and UCC Financing Statement executed
by Hacienda Lakes of Naples, LLC, a Florida limited liability company, as Mortgagor, recorded
December 28, 2012 in O.R. Book 4870, Page 268, O.R. Book 4870, Page 295 and O.R. Book
4870,Page 306,all of the Public Records of Collier County,Florida(collectively,the"Mortgage"),
which Mortgage originally encumbered the property described on Exhibit "A" attached hereto,
and that in such capacity the undersigned does hereby consent to the Hacienda Lakes of Naples—
Phase II Plat recorded in Plat Book , Page , Public Records of Collier County,
Florida (the "Plat"), and agrees that the Mortgage shall be subordinate solely to the dedications
and reservations expressly shown on the Plat. Except as expressly subordinated herein, the
Mortgage shall remain in full force and effect.
IN WITNESS WHEREOF, the undersigned has caused this Consent to be duly executed
on this qday of r \ , 2016.
WILTON LAND COMPANY, LLC, a
7- --.�i Florida limited liability company
d � s By. ,
George '. Bauer, as Trustee of the
'rent . ame• a{c& Z.—: .c(e S- George P. Bauer Revocable Trust
Dated July 20, 1990, its Manager
it ss i .
Pri ' Name: ilk Jr 11 ill, lCr
The foregoing instrument was acknowledged before me this ,qday of J i / ,
2016,by George P.Bauer,as Trustee of the George P : p-Revoc.ble Trust dated July 20, 1990,
pa anager of WILTON LAND COMPANY, L " , a Florida 1. itted liability company, who is
ersonally known to me or_provided as identification.
[SEAL] ,1! G
Notalr, Public L L
.nor^ Notary Public state of Honda Prin ame: ` 71A 11-k / i--
11
'
Maritza Aguiar
y c " My Commission FF 075151
"4orN� f xF:tes 12/08/2017
OR 4870 PG 287
1 6 A 3
Exhibit A
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF Collier,STATE OF FL,AND IS DESCRIBED
AS FOLLOWS:
PARCEL 1:
THE S 1/2 OF THE S 1/2 OF THE SW 1/4 OF THE SW 1/4 OF SECTION 11,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA,LESS THE WEST 100 FEET.
PARCEL 2:
THE E 1/2 OF THE SW 1/4 OF SECTION 12,TO t .• I - .10 E 26 EAST,COLLIER COUNTY,FLORIDA.
011/
PARCEL 3:
0 -1'
THE SW 1/4 OF THE SW 1/4 OF THE SW 4 • SECT'ON 13,TOWNSHIP 0 • ,RANGE 26 EAST,COWER
COUNTY,FLORIDA.
PARCEL 4:
THE S 1/2 OF THE SW 1/4 OF THE SE 4 i) E eo N IP SO SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA. 111.
-
r•-•
PARCELS:
THE W 1/2 OF THE NE 1/4 OF THE NW ,0 SECTION 13,TO .0 ,RANGE 26 EAST,OOLUER COUNTY,
FLORIDA.
PARCEL 6:
THE SW 1/4 OF THE NW 1/4 OF SECTION 13,TO • ;-",." * WV. GE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 7:
THE NW 1/4 OF THE SW 1/4 OF SECTION 13,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COWER COUNTY,FLORIDA.
PARCEL 8:
THE S 1/2 OF THE NW 1/4 OF THE SW 1/4 OF THE SW 1/4 OF SECTION 13,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COWER COUNTY,FLORIDA.
PARCEL 9:
THE N 1/2 OF THE SW 1/4 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 13,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 10:
THE N 1/2 OF THE NW 1/4 OF SW 1/4 OF SW 1/4 OF SECTION 13,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COWER
COUNTY,FLORIDA.
PARCEL 11:
THE W 1/2 OF THE SE 1/4 OF THE NE 1/4 OF THE SE 1/4 OF SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COWER COUNTY,FLORIDA.
PARCEL 12:
THE N 1/2 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA,LESS THE WEST 100 FEET.
OR 4870 PG 288
1 6 A 3
PARCEL 13:
THEN 1/2 OF THE S 1/2 OF THE NW 1/4 OF THE NW 1/4,SECTION 14,TOWNSHW 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA,LESS THE WEST 100 FEET.
PARCEL 16:
THEE 1/2 OF THEE 1/2 OF THE SE 1/4 OF THE NW 1/4 OF SECTION 14,TOWNSHIP SO SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 17:
THE SW 1/4 OF THE NW 1/4 OF THE NE 1/4,SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA.
PARCEL 18:
THE SE 1/4 OF THE SE 1/4 OF SECTION 14,TOWNSHIP SO SOUTH,RANGE 26 EAST,COLLIER(Elkin,FLORIDA.
PARCEL 19:
THE NE 114 OF THE NW 1/4 OF SECTION 14,TOWNSHIP SO SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 20:
THE S 1/2 OF THE SE 1/4 OF THE NE 1/4 OF SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA.
PARCEL 21:
THE NW 1/4 Of THE NW 1/4 OF THE NE 4 14,TOWNSHIP OIJ1H,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA.
PARCEL 22: .411tem",%,, -r4
THE NE 1/4 OF THE NE 1/4 OF THE SI 1/4 , , • :• RANGE 26 EAST,COLLIER COUNTY,
FLORIDA. T
PARCEL 23:
THE N 1/2 OF THE SE 1/4 OF THE NE 1 1 " • 14,TOWN'IA N. RANGE 26 EAST,COLLIER COUNTY,
FLORIDA.
PARCEL 24:
THEE 1/2 OF THE NW 1/4 OF THE NE 114 OF - 9 pF ,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 26:
THE W 1/2 OF SW 1/4 OF NE 1/4 OF SE 1/4 OF SECTION 14,TOWNSHIP SO SOUTH,RANGE 26 EAST,COLLIER
COUNTY,FLORIDA.
PARCEL 27:
THE E 1/2 OF1HE SW 1/4 OF THE NE 1/4 OF THE SE 1/4 OF SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 28:
ALL THAT PART OF SECTION 14,TOWNSHIP SO SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 14;
THENCE ALONG THE EAST AND WEST 1/4 SECTION UNE,NORTH 87°33'46"EAST 2673.55 FEET TO THE CENTER OF
SAID SECTION 14 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONGITTE NORTH AND SOUTH 1/4 SECTION LINE NORTH
0041021"EAST 1341.85 FEET TO THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID
SECTION 14;
THENCE ALONG SAID LINE NORTH 8763050"EAST 1336.55 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST
1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 14;
THENCE ALONG SAID LINE SOUTH 00649'36"WEST 1342.78 FEET TO A POINT ON THE EAST AND WEST 1/4 SECTION
LINE;
OR 4870 PG 289
16A3
THENCE LEAVING SAID LINE SOUTH 89°44'17'WEST 134.30 FEET;
THENCE SOUTH 04°4213"EAST 210.85 FEET;
THENCE SOUTH 43012104*WEST 178.181`1±1;
THENCE NORTH 71°3176"WEST 145.23 FEET;
THENCE NORTH 77°18'36'WEST 175.921•tt i;
THENCE NORTH 63°27'15"WEST 288.67 FEET;
THENCE SOUTH 53°3175"WEST 74.43 FEET;
THENCE SOUTH 41°S7'31"WEST 65.80 FEET;
THENCE SOUTH 16°01'06"WEST 80.79 FEET;
'THENCE SOUTH 11°26101"EAST 73.45 FEET;
THENCE SOUTH 41°05'47"EAST 146.55 FEET;
THENCE SOUTH 21°1617"EAST 88.09 FEET;
THENCE SOUTH 07°5112"EAST 154.74 FEET;
THENCE SOUTH 00°46'36"WEST 794.98 FEET;
THENCE NORTH 45°46'0.5"EAST 94.58 FEET;
THENCE NORTH 87°22'18"EAST 342.87 FEET;
THENCE NORTH 59°13'22"EAST 152.43 FEET;
THENCE NORTH 69°05'26"EAST 127.03 FEET;
THENCE SOUTH 82°53'39"EAST 101.37 FEET TO THE EAST LINE OF
NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 14;
THENCE ALONG SAID LINE SOUTH 00°49'36"WEST 25.15 FEET;
THENCE LEAVING SAID LINE NORTH 82°53'39" 'i :* r211,
THENCE SOUTH 69°0526"WEST 118.641th'• 4 \,
THENCE SOUTH 59°13'22"WEST 156.55 "9 r+'.,.;
THENCE SOUTH 87°22'22"WEST 339.63 r?•
THENCE SOUTH 45°46'02"WEST 459.7•
THENCE SOUTH 68°50'21"WEST 190. FE' r « `{111AR CURVE CONCAVE TO THE
THENCE SOUTHWESTERLY 129.07 FE: f �° •
SOUTHEAST HAVING A RADIUS OF 1 I.1,i j'',, •t�ci �ii � *'t�=OF 113'47'AND BEING 'TENDED
BY A CHORD WHICH BEARS SOUTH 3 ' i a ., « i` 01°36'34 WEST 779.16 FEET TO
THE SOUTH UNE OF SAID SECTION b-11/4`12114.:111,1 • ", .p 87°39137'WEST 74.85 FU 1 TO THE
POINT ON THE NORTH AND SOUTH ON UNE;THENCE `,, ► ti `f NORTH 00°5071"EAST 2683.10
FEET TO THE POINT OF BEGINNING. tp
PARCEL 29:
THE N 1/2 OF THE NW 1/4 OF THE NW 1/4 * '}' TO. • 4 i RUTH,RANGE 26 EAST,COWER COUNTY,
FLORIDA,LESS THE WEST 100 FEET'AND LESS tit 41 e
PARCEL 30:
THE S 1/2 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COWER COUNTY,
FLORIDA,LESS THE WEST 100 FEET.
ALSO LESS THAT PORTION DESCRIBED IN OFFICIAL RECORDS BOON 3241,PAGE 3460,PUBLIC RECORDS OF COLLIER
COUNTY,FLORIDA.
PARCEL 31:
THE NE 1/4 OF THE NW LESS THAT PORTION DESCRIBED IN OFFICIAL RECORDS BO4 OF SECTION 23,TOWNSHW 50 OK 3241,E 3460E 26 ,PUBLIC RECORDS COUNTY,,COUIER COLLIER
COUNTY,FLORIDA.
PARCEL 32:
THE NE 1/4 OF THE NE 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 33:
THE NE 1/4 OF THE NE 1/4 OF THE NW 1/4 OF THE SE 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 34:
THE E 1/2 OF THE NW 1/4 OF THE NE 1/4,SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA.
OR 4870 PG 290
• 1 6 A 3
PARCEL 35:
THE W 1/2 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COWER COUNTY,
FLORIDA.
PARCEL 36:
THE SW 1/4 OF THE NE 1/4,SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 37:
THE S 1/2 OF THE NW 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA,LESS
THE WEST 100 FEET.
ALSO LESS THAT PORTION DESCRIBED IN OFFICIAL RECORDS BOOK 2192,PAGE 2057,ANI)LESS THAT PORTION
DESCRIBED IN OFFICIAL RECORDS BOOK 3241,PAGE 3460,PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA.
PARCEL 38:
THE NW 1/4 OF THE SE 1/4 OF THE NE 1/4 OF SECTION 23,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COWER COUNTY,
FLORIDA.
PARCEL 39:
THE N 1/2 OF THE S 1/2 OF THE SE 1/4 OF THE NE 1/4 OF SECTION 23,
TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 40:
P
THE NE 1/4 OF THE SE 1/4 OF THE NE 1/4 OF 7 ...P. It•1 Tr' 'I SOUTH,RANGE 26 EAST,COW61 COUNTY,
FLORIDA. ?0
PARCEL 41:
THE S 1/2 OF THE S 1/2 OF THE SE 1/. OF E • OF '1011423,
TOWNSHIP 50 SOUTH,RANGE 26 , 11. •
PARCEL 42: •
1(
THE S 1/2 OF THE N 1/2 OF THE E 1 .6o
SECTION 23,TOWNSHIP 50 SOUTH, • 26 EAST,COLLIER 0;1 Apdf••7.,
PARCEL 43:
THE NW 1/4 OF THE NE 1/4 OF THE NW 1 . SE 1/4 OF SEL-Ti. k1417, oWNSHIP SO SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA. U4'
4IE CikC
PARCEL 44:
THE NW 1/4 OF THE NW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 45:
THE SE 1/4 OF THE NW 1/4 OF SECTION 24,TOWNSHIP SO SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 46:
THEE 1/2 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 47:
THE SW 1/4 OF THE NE 1(4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,AND THE W 1/2 OF THE SE 1/4
OF THE NE 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 48:
THE SW 1/4 OF THE SE 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,ROMA.
PARCEL 49:
THE N 1/2 OF THE SE 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 50:
THE S 1/2 OF THE SE 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
OR 4870 PG 291
1 6 A 3
PARCEL 51:
THE S 1/2 OF THE NE 1/4 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 24,TOWNSHIP SO SOUTH,RANGE 26 EAST,
COWER COUNTY,FLORIDA.
PARCEL 52:
THE W 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 53:
THE N 1/2 OF'THE NE 1/4 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 54:
THE NE 1/4 OF THE NE 1/4 AND THE N 1/2.OF THE NE 1/4 OF THE SE 1/4 OF THE NE 1/4,SECTION 24,TOWNSHIP SO
SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 55:
THE NE 1/4 OF THE NW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 56:
THE SW 1/4 OF THE NW 1/4 OF SECTION 24,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 57: CO&
THE EAST 1/2 OF THE SW 1/4 OF THE SE 1/ •* • 1/4 OF ?e TOWNSHIP 50 SOUTH,RANEE 2.6 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 58:
THE W 1/2 OF THE SE 1/4 OF THE SE 4 O ,-" "•' ' " 50 SOUTH,RANGE 26 EAST,
PUBLIC RECORDS OF COLLIER•• R"+•Tr4A 11(
PARCEL 59: C)
THE E 1/2 OF THESE 1/4 OF THE SE 1/ E SW 1/4 OF - + • P 50 SOUTH,RANGE 26 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 60: !� ARTICULARLY DESCRIBED AS FOLLOWS:
THAT PART OF SECTION 25,TOWNSHIP 50 5• :426
BEGINNING AT A CONCRETE MONUMENT MARKT'- r a• r :•.• OF SAID SECTION 25;RUN N 00°13'20"
E,2722.27 FEET TO A CONCRETE MONUMENT MARKT - '= ' ' CORNER OF SAID SECTION 25;TLiENC E N
89°16`34"W 1822.92 FEET;THELE N O0°33'02"W 1130.79 FEET;THENCE S 88°5647"W 1582.03 FEET;THENCE N
03°18'24"W 1451.30 FEET TO THE NORTH LINE OF SAID SECTION 25;THENCE S 87°0554"W 1919.74 FEET TO A
CONCRETE MONUMENT MARKING THE NORTHWEST CORNER OF SAID SECTION 25;THENCE S 00°13'OT E 2636.89
FEET TO A CONCRETE MONUMENT MARKING THE WEST QUARTER CORNER OF SAID SECTION 25;THENCE S
0O°13'07"E 2636.89 FEEL TO A CONCRETE MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 25;
THENCE N 89°12'25"E 2693.13 FEET TO A CONCRETE MONUMENT MARKING THE SOUTH QUARTER CORNER OF SAID
SECTION 25;THENCE N 89°1275"E 2693.13 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH AN EASEMENT FOR ROADWAY PURSUANT TO DEED RECORDED IN OFFICIAL RECORDS BOOK 759,
PAGE 1696,PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA
PARCEL 61:
TILE SW 1/4 OF SECTION 19,TOWNSHIP 50 SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA
PARCEL 62:
THE S 1/2 OF SECTION 30,TOWNSHIP 50 SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
LESS AND EXCEPT:
THE WEST 1/2 OF THE NW 1/4 OF THE NW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27,EAST,COLLIER COUNTY,FLORIDA,
ALSO LESS AND EXCEPT:
OR 4870 PG 292
1 6 A 3
THE WEST 1/2 OF THE SW 1/4 OF THE NW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE EAST 1/2 OF THE SW 1/4 OF THE NW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE WEST 1/2 OF THE NW 1/4 OF THE SW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE EAST 1/2 OF THE NW 1/4 OF THE SW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE EAST 1/2 OF THE NE 1/4 OF THESE 1/4 OF . '. SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY, ,' mai ufy10 ,
ALSO LESS AND EXCEPT: G
THE WEST 1/2 OF THE SE 1/4 OF THE E 0 •;to.0 $ E •h OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER CO , ; �0
ALSO LESS AND EXCEPT: U 11 E,,,
THE EAST 1/2 OF THE NE 1/4 OF THE 4 OF THE EAST 1/2 • • s OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COU •RIDA.
ALSO LESS AND EXCEPT:
THE EAST 1/2 OF THE SE 1/4 OF THE NE 1/4 0 I a 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORID
ALSO LESS AND EXCEPT:
THE E 1/2 OF THE SE 1/4 OF THE NW 1/4 OF THE EAST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50 SOUTH,
RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE EAST 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE WEST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP SO
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
ALSO LESS AND EXCEPT:
THE WEST 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE WEST 1/2 OF THE SOUTH 1/2 OF SECTION 30,TOWNSHIP 50
SOUTH,RANGE 27 EAST,COLLIER COUNTY,FLORIDA.
PARCEL 75:
THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14,TOWNSHIP
50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,FLORIDA,LESS 30 FEET FOR A ROAD RIGHT-OF-WAY ALONG THE
NORTH,SOUTH AND EAST SIDES OF THE PROPERTY.
PARCEL 76:
THE SE 1/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
....._._...............
OR 4870 PG 293 1 6 A 3 .
FLORIDA.
PARCEL 77:
THE NORTH 1/2 Of THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 15,TOWNSHIP 50 SOUTH,RANGE 27 EAST,
COLLIER COUNTY,FLORIDA.
PARCEL 78:
THE NORTH If2 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 15,TOWNSHIP 50 SOUTH,RANGE 27 EAST,
COLLIER COUNTY,FLORIDA.
LESS AND EXCEPT THAT PORTION OF PARCEL 26 AND PARCEL 22 CONVEYED IN DEED RECORDED IN O.R.BOOK 4845,
PAGE 1294,PUBUC RECORDS OF COLLIER COUNTY,FLORIDA,DESCRIBED AS FOLLOWS:
A TRACT OR pAttal OF LAND LYING IN SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER CC4EITY,
FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER( W 1/4)OF THE SOUTHEAST QUARTER
(SE 1/4)OF SAID SECTION 14;
THENCE S.87°31'38W.,ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER(NW 1/4),FOR 134.00 FEET TO THE
POINT OF BEG'INNING OF THE HEREIN DESCRIBED PARCEL;
THENCE S.04°44'35°E.,FOR 205.65 FEET;
THENCE 5.43°09'43W.,FOR 178.18 FEET; -EIt CO r
THENCE N.71933`578W.,FOR 145.23 FEET;
THENCE N.77°2017W.,FOR 175.92 FEET;
THENCE N.63°29137W.,FOR 288.67 FEET
THENCE S.53°29'04W.,FOR 74.43 FEET
THENCE 5.41°55•10°W.,FOR 65,80 -.:E;
THENCE S.1758'45°W.,FOR 80.79 2: ;
THENCE S.11°2872°E.,FOR 73.45 = ;
14
THENCE S.41.00809°E.,FOR 146.55 -; • 1. E_,
0
THENCE S.21°18•391E.,FOR 88.09 2 y
THENCE S.07°53133S,FOR 154.74 - ,E4
THENCE S.00°44115°W.,FOR 83031
THENCE 5.45°43'41"W.,FOR 349.69 -•4 • 0
THENCE S.68°48'00"W.,FOR 190.24 FEET Ah;4 OF CURVATU• • .fc
THENCE SOUTHWESTERLY 17.86 FEET ALO t •••• l•• • AT,. °*1.1,1i30. 4 RVE TO THE LEFT HAVING A RADIUS OF
110.00 FEET THROUGH A CENTRAL ANGLE OF • : elem. :41; •ED BY A CHORD WHICH BEARS
5.64°08'59'W.FOR 17.84 FEET;
THENCE N.89°12110W.,FOR 58.03 FEET TO A POINT ON A USE LYING 80 FEET EASTERLY OF AND PARALLEL TO THE
WEST LINE OF THE SOUTHEAST OUARTER(SE 1/4)OF SAID SECTION 14;
THENCE N.00°4800"E.,ALONG SAID PARALLEL LINE,FOR 1,757.67 FEET TO A POINT OF CURVATURE;
'THENCE NORTHEASTERLY 22.71 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF
15.00 FEET THROUGH A CENTRAL ANGLE OF 8604340*AND BEING SUBTENDED BY A CHORD WHICH BEARS
N.4490749"E.FOR 20.60 FEET;
THENCE N.02°2822"W.,FOR 10.00 FEET TO A POINT ON A LINE LYING 30 FEET SOUTHERLY OF AND PARALLEL
TOAFORESAID NORTH LINE;
THENCE N.87°31'38°E.,ALONG SAID PARALLEL LINE,FOR 632.81 FEET TO A POINT OF CURVATURE;
THENCE EASTERLY 192.95 FEET ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF
1,000.00FEET THROUGH A CENTRAL ANGLE OF 11°03118"AND BEING SUBTENDED BY A CHORD WHICH BEARS
64.81°59`59°E.FOR 192.65 FEET TO A POINT OF REVERSE CURVATURE;
'THENCE EASTERLY 181.37 FEET ALONG'THE ARC OF A REVERSE CURVE TO'THE RIGHT HAVING A RADIUS OF 940.00
FEET THROUGH A CENTRAL ANGLE OF trair AND BEING SUBTENDED BY A CHORD WHICH BEARS N.81.59159*E.
FOR 181.09 FEET TO A POINT ON A LINE LYING 6 FEET NORTHERLY OF AND PARALLEL TO SAID NORTH LINE;
THENCE N.87°31.3rE.,ALONG SAID PARALLEL USE,FOR 105.71 FEET;
THENCE S.04°44'35'1E.,FOR 6.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN.
TOGETHER WITH:
A TRACT OR PARCEL OF LAND LYING IN SECTION 14,TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY,
FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
***'08 4870 PG 294 **s 1 6 A 3
BEGINNING AT THE NORTHWEST CORNER OF THE WEST HALF ON 1/2)OF THE SOUTHWEST QUARTER(SW 1/4)OF
THE
NORTHEAST QUARTER(NE 114)OF THE SOUTHEAST QUARTER(SE 1/4)OF SAID SECTION 14;
THENCE N.87°33'05"E.,ALONG THE NORTH LINE OF SAID WEST HALF(W 1/2),FOR 328.53 FEET TO A POINT ON A
CURVE;
THENCE SOUTHWESTERLY 37.86 FEET ALONG THE ARC OF A NON—TANGENTIAL CURVE TO THE LEFT HAVING
RADIUSRS .2 2,530.00'33' FEET 37.86 FEET ATOA CENTRAL POINT ONE LINEF LYING 32 FEET SOUTHERLY OF AND PARAtIB.TO SAID
snr AND BEING SUBTENDED BY A CHORD WHICH
BEARS S,2q°51'33"4Y.,FOR 37.
NORTH LINE; FEET
THENCE S.87°33'06'W.,ALONG SAID PARALLEL LINE,FOR 280.05 FEET TO A POINT ON A LINE LYING 30
EASTERLY 0 F AND PARALLEL
SAID PARALLEL LINE,FOR 661O THE WEST LINE OF SAID 9.19 FEEHALFT 1/2);
THENCE s.u0°47'14"W.,
THENCE N.82°56151"W.,FOR 30.18 FEET TO A POINT ON SAID WEST LINE;
THENCE N.00°47'14"E,ALONG SAID WEST LITE,FOR 646.24 FEET TO THE POINT OF BEGINNING OF THE PARCEL
DESCRIBED HEREIN.
ALSO LESS AND EXCEPT THAT PORTION OF
PARCEL
C L 1$R,PARCEL
ORCE 26
AND PR{CEL 28 COIFLORIDA,WEYED IN
DEE B ECO
D RDED IN
OFFICIAL RECORDS BOOK 4845,PAGE 1299,
FOLLOWS:
A TRACT OR PARCEL OF LAND LYING IN SECTION 14,
TOWNSHIP 50 SOUTH,RANGE 26 EAST,COLLIER COUNTY, .
FLORIDA,BEING MORE PARTICULARLY•.z.«. ;1• ,o. •,�,�
BEGINNING AT THE NORTHWEST CORNER OF A ' +• �'•"L.t.;,.'141,1 t'- 1/4)OF THE SOUTHEAST QUARTER(1/4)
OF SECTION 14,TOWNSHIP 50 SOUTH, ' ' clit a:t. ,COLLIER i1tt ; 'RSA.
THENCE N82°5615"W FOR 97.12 FEET;
THENCE S89°03105"W FOR 119.48 FEET'
THENCE S59°11°01*W FOR 156.55
THENCE:587°20'01"W FOR 339.63 FE ;
THENCE S45043141"W FOR 110.07 2a, (IC 0
THENCE N00°44'15"E FOR 3534 FEET
THENCE N45°43'44"E FOR 94.58 FEET,C
THENCE N87°19'S7"E FOR 342.93 n r,
THENCE N59°11'01"E FOR 152.43 ';
THENCE N69°0235"E FOR 127.82 LEFT;
THENCE S82°56'15"E FOR 130.82 FEET;
THENCE N00°4700"E FOR 619.19 FEET; 1 4 y fit.,. �"
THENCE 1264.72 F E FOR ALONG280.05 FEETCURVE TO THE LEFT, -, "`r 'IUS OF 2530.00 FEET,THROUGH A(INTRA.
THENCE 2 8°32 FEET SAIDOF
ANGLE OF 28o3B'30",AND WHOSE LONG CHORD BEARS S15°06'33"W FOR A DISTANCE OF 1251.60 FEET,to A POINT
ON
ALONG THE EAST LINE OF THE SOUTHWEST OUARTER ¢UA)ARRTER(1/4) F THE SOUTHEASREAST QUARTER(T1QQUARTER(1/4)SEC OF SAID
SECTION 14,N00°47'14"E FOR 555.85 FEET,TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
1 6 A 3
WILTON LAND COMPANY,LLC
CERTIFICATE OF INCUMBENCY
The undersigned hereby certifies that:
1. The undersigned is the duly elected and acting Manager of Wilton Land Company,
LLC (the"Company").
2. The undersigned, as such Manager, is duly authorized, for and on behalf of the
Company, to approve the Mortgagee's Consent to Plat of Hacienda Lakes of Naples — Phase II,
and execute and deliver any and all agreements, affidavits, receipts, certificates, instruments and
other documents of any kind in relation thereto.
1N WITNESS WHEREOF, the undersigned has signed this Certificate of Incumbency as
of this day of , 2016.
ESSES:
PI
._. George P.A.aver, as Trustee of the
rmt:`, " 1 or eS George P. Bauer Revocable Trust
Dated July 20, 1990
•
Pri 7 '// depoap
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SL
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO Q
THE BOARD OF COUNTY COMMISSIONERS3
OFFICE FOR SIGNATU
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
2.
3. County Attorney Office County Attorney Officevl/D.Q ,
Jo
4. BCC Office Board of County
Commissioners ��} s s/I a i ict
5. Minutes and Records Clerk of Court's Office ,:i1
Pelt
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff John Houldsworth Phone Number x-5757
Contact/ Department
Agenda Date Item was Feb. 9,2016 ✓ Agenda Item Number 16-A3
Approved by the BCC
Type of Document Construction&Maintenance Agreement Number of Original One
Attached Hacienda Lakes Phase II Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? savpmR S SS
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information (Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman, with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's n/a
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is input into SIRE. SA-5
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on February 9,2016 and all changes made
during the meeting have been incorporated in the attached document. The County ij
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the �►
BCC,all changes directed by the BCC have been made,and the document is ready for the
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
16 A3
MEMORANDUM
Date: May 12, 2016
To: John Houldsworth, Senior Site Plan Reviewer
Growth Management Department
From: Ann Jennejohn, Deputy Clerk
Minutes & Records Department
Re a: Construction and Maintenance Agreement and
Performance Security for Hacienda Lakes of Naples Phase II
Attached for your records are copies of the documents referenced above, (Item #16A3)
approved by the Board of County Commissioners on Tuesday February 9, 2016.
The originals will be held by the Minutes and Records Department in the Official
Records of the Board.
If you have any questions, please contact me at 252-8406.
Thank you.
Attachment
1 6 A 3
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
entered into this 27th day of An / / , 20 16 between
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: Hacienda Lakes of Naples,Phase Two
B. Chapter 4 and 10 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:Water, wastewater, drainage, grading
paving,signage,lighting,landscape & irrigation
1. Developer will cause to be constructed:
within 18 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$123,705.61 -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.
16A3
7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the
Developer may request the County Manager or his designee to reduce the dollar amount of the
subdivision performance security on the basis of work complete. Each request for a reduction in the
dollar amount of the subdivision performance security shall be accompanied by a statement of substantial
completion by the Developer's engineer together with the project records necessary for review by the
County Manager or his designee. The County Manager or his designee may grant the request for a
reduction in the amount of the subdivision performance security for the improvements completed as of
the date of the request.
8. In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon
certification of such failure, the County Manager or his designee may call upon the subdivision
performance security to secure satisfactory completion, repair and maintenance of the required
improvements. The Board shall have the right to construct and maintain, or cause to be constructed or
maintained, pursuant to public advertisement and receipt of acceptance of bids, the improvements
required herein. The Developer,as principal under the subdivision performance security,shall be liable to
pay and to indemnify the Board, upon completion of such construction, the final total cost to the Board
thereof, including, but not limited to, engineering, legal and contingent costs,together with any damages,
either direct or consequential,which the Board may sustain on account of the failure of the Developer to
fulfill all of the provisions of this Agreement.
9. All of the terms, covenants and conditions herein contained are and shall be binding upon the Developer
and the respective successors and assigns of the Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by their duly
authorized representatives this day of /As , 20 16
SIGNED IN THE PRESENCE OF: (Name • - ty) Hacienda Lakes of Naples,LLC
Aided
.,
By: �.
Printed Name D) ID TORRES
ti
,4� , 4",::na.-SZ Printed Name/Title pR:E;SH3EINI`I' r '�
,c (President,VP,or CEO)
0�� (Provide Proper Evidence of Authority)
Printed Name
Vir 10 nit (AMID
ATTEST:
DWIGHT E. BROCK,CLERK BOARD F COUNTY COMMISSIONERS OF COLLIER
COON , FLORIDA
► ,/�
BY: r. -.01' + C-/
By:
• t' ►FF ?% Ofl..euk g ala ) Vs at, C Ma.\
Deputy Cle k-nature Qn y.
Approved flab rm and leg^1:trcs:
SCOTT A. STONE
1 6 A 3
Collier County
Growth Management Division
2800 Horseshoe Drive N.
Naples, FL 34104
239-252-2400
RECEIPT OF PAYMENT
Receipt Number: 2016318367
Transaction Number: 2016-025005
Date Paid: 04/28/2016
Amount Due: $123,705.61
Payment Details: Payment Method Amount Paid Check Number
Check $123,705.61 2889
Amount Paid: $123,705.61
Change / Overage: $0.00
Contact: HACIENDA LAKES OF NAPLES LLC
7742 ALICO ROAD
FT MYERS , FL 33912
it
FEE DETAILS:
Fee Description Reference Number Oriainal Amount GL Account
Fee Paid
Refundable Bonds PL20150002341 $123,705.61 $123,705.6 670-000000-220113
1
Cashier Name: ElizabethMendez
Batch Number: 5239
Entered By: tamibuchan
EXHIBIT 'A'
„.,0dNo�s' --, 16 A 3
:.4.4):14 'fib Oa •.t''11' %• Q`s1.•••� . /iri11 ,
Engineer's Opinion of laolieble t-3L ‘CI +” �.`�.,•._...— s,
HACIENDA LAKES - RATTLES :;g HAMMQCK, PH 3 0o " \it Q �tS.
HM# 2013.011 D..1:' 09/2014 * W
r.
Description - — Quantityi -1 7' '
I 1 _' °tai , \•'ko
FORCE MAIN , - ,. �-. .•. t;U • •.• �
sheet# sheet# ,��it i; , ,�' O�
— — -- — —
•
6"PVC FM DR18 685 529 1,214 IF $14.00 $16,996.00
6"PVC FM DR14
20 130 150 LF $16.00 $2,400.00
6"PVC FM 45'Fittings 0 4 4 EA $700.00 $2,800.00
4"PVC FM DR14 0 138 138 IF $16.00 $2,208.00
4"PVC FM 45'Fittings 0 4 4 EA $800.00 $3,200.00
14"steel casing 0 100 100 LF $95.00 $9,500.00
16"steel casing 0 94 94 IF $105.00 $9,870.00
6"Plug Valve 1 2 3 EA $1,750.00 $5,250.00
4"Plug Valve 0 2 2 EA $1,500.00 $3,000.00
Air Release Valve(sewage) 0 2 2 EA $4,300.00 $8,600.00
Connect to existing Force Main 1 0 1 EA $3,500.00 $3,500.00
Subtotal Force Main System $67,324.00
WATER DISTRIBUTION SYSTEM
sheet# sheet#
A Z
10"PVC Water Main DR18 682 485 1,167 LF $28.30 $33,026.10
10"PVC Water Main DR14 62 280 342 LF $29.95 $10,242.90
10"PVC Water Main 45'Fittings 4 0 4 EA $850.00 $3,400.00
20"steelcasing __ _ 0 227 227 LF $130.00 $29,510.00
4"PVC Sleeve 450 450 900 LF $5.00 $4,500.00
10"Gate Valve1 5 6 EA $2,000.00 $12,000.00
Fire Hydrant Assembly R_ _-_ 2 1 3 EA $3,000.00 $9,000.00
Air Release Valve 2 0 2 EA $1,250.00 $2,500.00
BSP(permanent) 1_ 0 1 - EA $2,000.00 $2,000.00
Water Main Auto Flush Device(AFD) 0 3— 3 EA $5,000.00 $15,000.00
Temp.Gap Configuration 1 0 1KM_ $2,500.00 $2,500.00
Connect_ to existing Water Main 1 0 1 $3,500.00 $3,500.00
Subtotal Water Main System $127,179.00
Force Main and Water Dist.System Total $194,503.00
LANDSCAPE PLANTINGS&IRRIGATION
Southern Live Oak 12'-14',45 Gal, 24 24 EA _ _ $350.00 $8,400.00
Cabbage Palms 12'-18'CT 13 13 EA $225.00 $2,925.00
Royal Palms 10'GW 5 5 EA $850.00 $4,250.00
Southern Magnolia 12'44' 6 6 EA _ $495.00 $2,970.00
Red Maple 10-12' 3 3 EA $295.00 $885.00
Royal Poinciana 12' 4 4 EA $350.00 $1,400.00
Eucalyptus Bark Mulch 2`depth/per
tree/palm 110 110 BG $4.50 $495.00
irrigation-median-drip
-- 30,300 SF $1.15 $34,845.00
irrigation-other- spray 115,000 SF $0.40 $46,000.00
Irrigation controller 1 -_ EA $2,000.00 $2,000.00
Sodding 118,300 SF $0.30 $35,490.00
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Engineer's Opinion of Probable Cost
HACIENDA LAKES - RATTLESNAKE HAMMOCK, PHASE 2
HM# 2013.011 Date: 1/09/2014 .-
Description Quantity Units Unit Cost Total
Painted Pavement Markings,Standard,
White,Skip 6"
0.42 GM $325.00 $136.50
Painted Pavement Markings,Standard
White, Message Only 11 EA $55.00 $605.00
Bike Only 6 EA $55.00 $330.00
Painted Pavement Markings,Standard,
White,Arrows -
Standard Arrow 11 EA $30.00 $330.00
Bike Arrow6 EA $30.00 $180.00
Painted Pavement Markings,Yellow,Solid V
6" 0.53 NM $1,000.00 $530.00
Reflective Pavement Markers,Blue 6 EA $3.50 $21.00
Reflective Pavement Markers i 90 EA $3.50_ $315.00
Thermoplastic,Standard,White,Solid,6" 0.67 NM $4,250.00 $2,847.50
Thermoplastic,Standard,White,Solid,8" _ 365 LF $1.20 $438.00
Thermoplastic,Standard,White,Solid,18' _ 116 LF $3.25 $377.00
Thermoplastic,Standard,White,Solid,24" 72 LF $5.00 $360.00
Thermoplastic,Standard,White,Skip,6" - 0.42 GM $1,250.00 $525.00
Thermoplastic,Standard,White,Message
Only _ 11 EA $140.00 $1,540.00
Bike Only - - 6 EA $100.00 $600.00
Thermoplastic,Standard,White,Arrow
Standard Arrow 11 EA _ $65.00 $715.00
Bike Arrow - 6 EA _- $50.00 $300.00
Thermoplastic,Standard,Yellow,Solid,6" 0.53 NM $4,250.00 $2,252.50
Thermoplastic,Standard,Yellow,Solid,18"- - 0 LF $3.00 $0.00
Subtotal Signage&Striping - $18,169.45
SITE GRADING&EARTHWORK _
-
sheet# sheet#
X
Slit 4530 4,530 IF $1.50 $6,795.00
Tut rbidity8arrier Fencing - 100 100 LF $7.50 $750.00
_ ._ -- -
Rough Grading(+/-0.2'tolerance) _ 3 3 AC $650.00_ $1,950.00
Right-Of-Way Grading _ 4 4 AC $2,500.00 - $10,000.00
Import Fill __ _ 200.00 20,000 - CY $9.50 $190,000.00
6"-12"RlpRap 22 22 CY _ $70.00 $1,540.00
Subtotal Site Grading&Earthwork $211,035.00
_
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Engineer's Opinion of Probable Cost
HACIEND A LAKES - RATTLESNAKE HAMMOCK, PHASE 2 _
HM# 2013.011 Date: 1/09/2014
Description Quantity Units Unit Cost I Total
Seed and Mulch 1 - AC $1,600.00 $1,600.00 1
Littoral Plantings 2,274__ SF $1.35 $3,069.90
Subtotal landscaping - $144,329.90
DRAINAGE
sheet#
18"RCP,Class I 336 336 LF $38.00 $12,768.00
36"RCP,Class I 817 817 LF $87.50 $71,487.50
18"Flare End Section 2 2 EA $1,800.00 $3,600.00
P-6 Throat Inlet 7 7 EA $3,800.00 $26,600.00
Junction Box 1 1 - EA $2,400.00 $2,400.00
Modify Existing Junction Box i-22 1 1 EA $2,000.00 $2,000.00
Subtotal Drainage System _ $118,855.50
Total
ROADWAY
sheet# sheet#
1"Asphalt Paving-Type FC-93(1st Lift) 10869 10,869 SY $6.46 $70,213.74
2"Asphalt Paving-Type SP-12.5(2nd Lift) 10869 10,869 SY -_- $8.49 $92,277.81
Limerock Base Option 9 - 11103 11,103 SY $8.60 $95,485.80
Prime Limerock Base 11103 11,103 SY $0.60 $6,661.80
12"Stabilized Subgrade(LBR 40) 12403 12,403 SY $1.85 $22,945.55
Type F Curbing _ 5368 5,368 IF $10.00 $53,680.00
6'Sidewalk(6"concrete) 16603 16,603 SF $3.25 $53,959.75
12"Compacted Subgrade for SW __ 2075 2,075 SY $1.85 $3,838.75
Handicap Mats 6 6 EA $600.00 $3,600.00
Street Light-40'Pole 8 8 16 EA $2,887.50 $46,200.00
Street Light Service Point 1 1 - EA $5,500.00 $5,500.00
Conduit(UG) 1250 1250 2,500 LF $2.50 $6,250.00
Conduit(Directional Bore) 500 - 500 LF $14.50 $7,250.00
Conductor 4900 5000 9,900 LF _ $1.00 $9,900.00
Pull Boxes - 4 8 EA $300.00 $2,400.00
Subtotal Roadwa Pavement $480,163.20
Pavement Markings/Signs ii .
Single Post Sign,less than 1.2 SF 7 EA _ $360.00 $2,520.00
End of Road Markers 12 EA $175.00 $2,100.00
Delineator 2 EA $85.00 $170.00
Painted Pavement Markings,Standard
White,Solid 6" 0.67 NM $1,000.00 $670.00
Painted Pavement Markings,Standard,
White,Solid 8" _ 365 LF $0.35 $127.75
Painted Pavement Markings,Standard,
White,Solid 18" 116 IF $0.80 $92.80
Painted Pavement Markings,Standard,
White,Solid 24" 72 LF $1.20 $86.40
C:\Documents and Settings\TerryCole\Local Settings\Temporary Internet Files\Content.Outiook\XWJBB4J6\Eng Est 140109 RH Phase
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Engineer's Opinion of Probable Cost
HACIENDA LAKES - RATTLESNAKE HAMMOCK, PHASE 2
HM# 2013.011 Date: 1/09/2014
Description Quantity Units Unit Cost Tota/
Landscaping,Paving,Grading&Drainage
Total $972,553.05
Clearing&Grubbing a 8.151 8 AC $4,000.00 $32,600.00
Lake Excavation 136001 13,600 CY $2.75 $37,400.00
GRAND TOTAL
_.._ $1,237,056.05
I --
The Developer's intention is to complete all infrastructure improvements prior to recording the plat.
The plat bonding amount is$1,237,056.05=$123,705.61.
H:\2013\2013011\SS\Eng.Est 140109 RH Phase 2.xlsx