Backup Documents 09/27/2011 Item #16A 6V 11 ()
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
er .
Print on pink pap. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original 1
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines # 1 through #4 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 thmuvh #4 mmntete the the Uiat nn4 f n. —d t„ c„a nay,,.. tl;. 44c�
Route to Addressee(s)
(List in routing order
Office
Initials
Date
1. Judy Puig
GMD Planning &
Regulation/Operations
(Initial)
Applicable)
2.
September 27, 2011
Agenda Item Number
16A (6)
3.
signed by the Chairman, with the exception of most letters, must be reviewed and signed
4.
Release of Lien
Number of Original
1
5 Ian Mitchell, Supervisor, BCC Office
Board of County
Commissioners
I Documents Attached
q
6. Minutes and Records
Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. 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, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff
Amy Patterson
Phone Number
252 -5721
Contact
aimropriate.
(Initial)
Applicable)
Agenda Date Item was
September 27, 2011
Agenda Item Number
16A (6)
Approved by the BCC
signed by the Chairman, with the exception of most letters, must be reviewed and signed
Type of Document
Release of Lien
Number of Original
1
Attached
I
I Documents Attached
INSTRUCTIONS & CHECKLIST
Re g®rkn� % ( 0 9 - 13F- Sae - (,Y 9 o_3 D
1: Forms/ County Forms / B Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is
Yes
N/A (Not
aimropriate.
(Initial)
Applicable)
1.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and possibly State Officials.)
2.
All handwritten strike - through and revisions have been initialed by the County Attorney's
Office and all other parties except the BCC Chairman and the Clerk to the Board
3.
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is applicable.
4.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
Af
signature and initials are required.
5.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Ian Mitchell in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
Af
time frame or the BCC's actions are nullified. Be aware of your deadlines!
6.
The document was approved by the BCC on 9/27/2011 (enter date) and all changes
A
e
+1 t
made during the meeting have been incorporated in the attached document. The
1�r
f
County Attorney's Office has reviewed the changes, if applicable.
1
Re g®rkn� % ( 0 9 - 13F- Sae - (,Y 9 o_3 D
1: Forms/ County Forms / B Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
INSTR 4611918 OR 4723 PG 2711
This instrument prepared by: RECORDED 1013/2011 9:26 AM PAGES 3
DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT
Amy Patterson COLLIER COUNTY FLORIDA
Collier County Growth Management Division REC $27.00
2800 North Horseshoe Drive
Naples, Florida 34104
(239) 252 -5721
RELEASE OF LIEN
KNOWN ALL MEN BY THESE PRESENTS: That Collier County, whose post office address
is 3301 East Tamiami Trail, Naples, Florida, 34112, the owner(s) and holder(s) of a certain
Impact Fee Agreement executed by Brittany Bay Partners, Ltd. to Collier County, executed
and recorded on August 3, 2001 in Official Records Book 2870, Page 1348 of the Public
Records of Collier County, Florida, and subsequently amended and executed on March 10,
2009, and recorded on March 12, 2009 in Official Records Book 4434, Page 2215 of the
Public records of Collier County, Florida, hereby does release from lien the real property
described in Exhibit "A" (attached), owned by Brittany Bay Partners, Ltd..
The undersigned is authorized to and does hereby release this lien as to the whole of the above -
described real property and consents to this lien being discharged of record.
Dated this d day of S- e =t—- , 2011.
ATTEST:
pWI61-f7E. BROCK, Clerk
�iQAaLUt'e oif t !
L
Approved as to form
and legal sufficiency:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
B Y i - L'J. C"'k' FRED W. COYLE, Chairma
A
16A6
EXHIBIT "X'
BRITTANY sAY 1
A 40RTIOV F SECTION 27, aTONNS8E0 48
S SOUTH, SANGE 76 EAST, COLLIER COUNTY, FLORIDA.
BZXM NORE
FENCE AT THE 9=11ZAST CORNER Or SECTION 27, ToNNSNCPT48 SOUTH, OE SAID SECTION
COLLIER COUNTY, FLORIDA: THENCE N. e9 •oe�oo" BE NNI
2,7, A DISTANCE OF 100.06 FEE? TO THE POINT
OF BEGINNING or THE PARCEL OF LAND HEREIN
mscuISSD1 TRUCE CONTINUE N. 89 '08'07' N.,
ALONG TAE SOUTH LINO Or SAID SECTION 27,
A DISTANCE of 1,727:56 FZZTi THENCE N. 06 '26'50" N ?. DISTANCE •30'340 Z.,ADISTANCE
TeEl4CE N. ll •31'2,0" E•, A DISTANCE OF 23.14 FEM
or 90.91 Mai THENCE S• 70 •56'06" ZS; ioD'09 29" Z.,6A•DIOTANCEI o TRUCE 13•rELTj06'46"
A DISTANCE Or 34.26 FEET: THOM
THENCE S. 40 •14'16' E., A 008!1570 OF 16.35 i7iAT: THENCE
27.84.FEET:57`RZNCE N. Go *31153w
OF 18.16 !Ei?J THENCE N• 76 0501570 E.. ;4DI85'l4'A� E., A DISTANCE Or 23.87 MET)
s., A DISTANCE Or 41.23 FELT: TRUCE S.
•jSzpca 11. 70 ' 36' 06" E. , A DISTANCE Or 33.64 FEET; THENCE N' 35 027,42" N. , A DISTANCE
OF 37.10 !'E=Tt T 7CE N• 53 '2/.'55" N., A DI8TANCZ OF 21.22 FEET; THENCE N. OB 'S7'S2 "'
Or 40.16 FEZ!: TSLNCE -, " N.. A DISTANCE OF 40.40 171X!:
N•e A DISTANCE E a. 19 053122" N., A DISTANCE
TRTUa 9. 63 037'03" N., A DISTANCE
OF 21.46 19UP THENCE N. 4S 01902 •72 TApCi OF 25. 4 47 '57`10"
OF 40.57 FEM T 34 '42'59" I�lTANC1C Or 25.14 FSi?:
DiQlANCE TN S 46 '52'06" N., A DISTANCE
56 •11'38" li., A DIET r 19.55 1TrZT:
. „ !ANC OF a 29 !iElJ THENCE N. 34 •13'45"
or 27.56 MM THENCE Nr of • 2 5 4
9 . ' .. A I or 100.21 In&$
N., A DISTANCE OF 16.31 rEET' N. 15 •SO'SZ" W., A DISTANCE
TH U= S. 84 '37'23^ N•, 0x59' 1 TRUCE N. 19 027.24"
OP 17.79 rm, THEN 04
CE N• 9 . , " E ST CZ Or 36.71 FEET:
N., A aiSTANCE Or 26.74 FEET T L i : T 5 '40127" E., A DISTANCE
N. 15 '09'59" Z. at) 6 T; TRUCE N. 56 '/1'51"
THEMCZ 18 O
OP 19.06 Pw: THENCE N. 8t '
d., A DISTANCE or /0.15 rEETt N. 13 04911".1 A A OF 46.95 CURV
, " Or 79.62 r� ON A CIRCULAR CURVB•
!R�•N• 63 '915142 Z. �► DI ., A DISTANCE OF 156.86
CDNCAVz 501"anY, WHOSE PAD" T DOW THE 1=1RC o CURVE TO THE RIGHT, RAVING
F T THEREFRWU THENCE RUN SW THE SUSTE11DED BY A CHORD
A RADIUS Or 1'59.86 FEET, 20R000N AM ARC LENGTH OF 45.04 FEET TO A
OF 44.59 FEET AT A SEARil1C OP N. 71 RADIUS POINT SEARS 8. 02 '08141"
POINT 011 A CIRCULAR CURVE, CONCAVE S
N„ A DISTANCE Or 315.28 FEET THUSTRON; THENCE RUN EAST=MY, ALONG THE ARC OF SAID
CURVE TO !HE RZGBT, WAVING A RADIUS OP 315.28 TZZT, THROUGH A CENTRAL ANGLE OF
11 001'41 ", OOS�DDE698lEETCTO A BOINT•ON FEET IRCULAR CCUUAYTG CONCAVSZ1sORT,H MY' "0"
AN ARC LENGTH RUN
RADIUS POINT REARS N• 16 '55'13" E., A DISTANCE OF 53.47 FEET TRERErROKt THENCZ
W103LY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS Or 53.47 FEET,
TRROOaH A CENTRAL ANGLE OF SA '02'08", 9U6T2NDZD BY A CHORD OF 39.23 FEET AT A
BEARING of N. as 9z4'09' S., roR ARC 6LENGT LT TO•A6PO FEET TO Tax ON A clacnl.AR CnRVE�R�j
THENCE N. 59 *44'23" E•, A DISTANCE
CONCAVE SOUTRL93,Y, WHOSE RADIUS POINT DRAM S. 23 •41'53" E., A DISTANCE OF 384.41
FUT THEREFROM) THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT,
HAVING A wIUs OF 384.41 FEET. 'THROUGH A CENTRAL ANGLE OF 13 '28'460, SUBTENDED BY A
CHORD of 9o.z3 AT A Br.:►AING OF N. 73 902130" Z•. rOR AN ARC LENGTH OF 90.44 FEET
TO A poINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.
00 •31148" N., A DISTANCE Of 231.94 FIST THEREFROM: THENCE RUN EA5T6RLY, ALONG THE ARC
0r SAID CURVE+ TO THE.RIGHT, HAVING A RADIUS OF 214.94 FEET, THROUGH A CENTRAL ANGLE
OF 16 34'03", SUBTENDED BY A CHORD OF 61.93 FEET Al A DURING OF S. 81 •11110" E.,
FOR AN ARC LENGTH OF 62.15 FEET TO A POINT ON A CIRCULAR CURVE. CONCAVE S. NESTER"
WHOSE RADIUSTPOBRLYaZALONG THE ARC,Ol� "SAID CURVE OC7HSFRIGllT31HAVINGTASF- 01U9/OET'HENCe
R
16A6
210.31 FEET, THROUGH A CENTRAL ANGLE OF 16 '52134", SUBTENDED BY A CHORD OE 69.99
FEET AT A SEARING or S. 45 '10'19" E., FOR AN ARC LENGTH Or 70.16 FBET TO A POINT ON
A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIOS POINT BEARS N. 38 '49149" E.. A
DISTANCE OF 76.79 MET THEREFROM; THENCE RUN TASTERLY, ALONG THE ARC OF SAID CURVE
TO THE LEFT, HAVING A RADIUS OF 76.79 FEET, THROWN A CENTRAL ANGLE OF 34 '211344,
SUBTENDED BY A CHORD OF 45.36 FEET AT A BEARING OF S. 66 '20'58" T., FOR AN ARC Lcur.TH
OT 46.05 FNIT TO THE END OF SAID CVRV5j THENCE 0. 83 '23.49" S., A DISTANCE OF 47.04
FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHORLY, WHOSE RADIUS POINT DEARS S.
11 003.49" W., A DISTANCE OF 261.36 FEET THERZrPA li THENCE RUN ER.ITERLY, ALONG TSE
ARC OF SAID CURVE TO THE RIGHT, HAVING A, RADIUS OF 251.36 FEE=, THROT)(M A CMTTRR,L
ANGLE OF 13 0591350, SUBTENDED BY A CHORD OF 63.60 PEES AT A BEARING Or a. 71 '36'53"
E., FOR AN ARC LENGTH OF 63.75 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE N.
EASTERLY, NYOSE RADIUS POINT HEARS N. 29 '42159" E., A DISTAMN or 307.64 FEET
THEREFRON; TMCZ RUN 3. EASTERLY. ALONG THP ARC OF SAID CURVE TO THE LIFT, HAvIng A
RADIOS OF 307.64 MT, THROUGH A CENTRAL ANGLE OF 11 031'2911, SUBTENDED BY A CHORD OF
61.78 FEET AT A BEALAING of S, 66 •03147" E., FOR AN ARC LENGTN OF 61.8$ FiET TO THE
END OF SAID CURVET THENCE S. 78 '58'29" Tr., A DISTANCE OF 96.24 FBETj THMCX S.
83 033133" E., A DISTANCE OF 161.16 FEET TO A POINT ON A CIRCULAR CURVE, CgWAVE
NORTHERLY, WHOSE RADIUS POINT SEARS N. 20 '320380 E., A DISTANCE OF 437.44 FEET
THEREFROM; THENCE RUN EASTMY, ALONG THE ARC OF SAID CURVE TO THE LarT. HAvLn3 A
RADIUS OP 457.44 FEET, THROWN A CENTM � '00'31", SUa?ENOED by A CHORD Or
174.68 Fit? AT A aEARxim of a. 80 '27' ' LENGTH OF 175.76 MET TO TUN
END OF AMD CURVE; THENCE N. 88 '3 , DIS 0.78 r=T, THENCE S.
01 •28013" E., A DISTAL OF S66. To TH6 POINT MIM.
CONTAINING 768,671 SQUARE FEET Ok 1y. 6 OR
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