Backup Documents 12/01/2009 Item #10C
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ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper, Al1ach to original document. Original documents should be hand delivered to the Board Ot1]cc. The completed routing slip ,md original
documents are to be forwarded to the Goard Office only after the Board has taken action on the item.}
ROUTING SLIP
Complete routing lines # 1 through #4 as appropriate for additional siglHltures, dates, and/or information needed. (I" the document is already complete with the
exception oflhe Chairman's signature, draw a line ~1foUl:~h routin2. lines #1 throul!h #4, comnlcte the checklist, and forward to Ian Mitchell (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1. ----~ . ~
- 1---------
2. ~ ~---
-- -
- --
--
3. --
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4. --------
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-
5. Ian Mitchell, BCC Supervisor Board of County Commissioners l' II
11- .,
j .~.- 31o'J
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6. Minutes and Records' Clcrk of Court's Oftice
'Please scan under LASIP (Lely Main Canal E- W) Project No. 51101 in the BMR Real Property Folder.
Thank you
PRIMARY CONTACT INFORMATION
(The primary conta:;t is the holder of the original document pending Bee approval. Normally the primary contact is the persoll who created/prepared the executive
summary. Primary contact information is needed in the event one (lfthc addressees above, inclLrling Sue Filson, need to cmlaet slafltor additional or missing
information. All original documents needing the Bee Chairman's signature are to he ddivercd to the Bee office only after the Bee lws acted to approve the
item.)
Name of Primary Staff Robert Bosch, ROW Coordinator, TECM Phone Numher 252-5843
Contact
Agenda Date Item was December I, 2009 Agenda Item Number 10C
Approved by the BCC
Type of Document Resolution '2txft - '2 '38 Number of Original One
Attached Documents Attached
I.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark '"N/A" in the Not Applicable column, whichever is
ap ro riate.
Original document has been signed/initialed for legal sumciency. (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 Atturney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Omce 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 ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chainnan and the Clerk to the Board
The Chainnan' s signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials arc re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Ian Mitchell in the BCC omce within 24 hours ofBCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the Bee's actions are nullified. Be aware of our deadlines!
The document w.s approved hy the BCC on 12/1/09 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chao es, if a licable.
Yes
(Initial)
N/A(Not
A lic.hle)
2.
3.
4.
5.
6.
%
N/A
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I: forms! County Forms! Bee Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1,26,05, Revised 2.24.05, Revised 7.3\ ,09
Co ler County
-
Transportation Services Division
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ENGINEERING & CONSTRUCTION MANAGEMENT DEPARTMENT
INTEROFFICE MEMORANDUM
TO:
Board Minutes and Records
DATE:
December 2, 2009
FROM: Robert Bosch, ROW Coordinator - TECM (Tel. 252-5843)---;'r~~
SUBJECT: Resolution 2009- _: Lely Main Canal East-West (LASIP Project 1',10.51101)
Please arrange for the Chairman of the BCC to execute the attached Condemnation Resolution
(Resolution # 2009---> and return two certified copies for my attention to the Transportation
ROW Department at 2885 S. Horseshoe Dr., Naples, FL 34104. Please do not record this
document in the Public Records of Collier County.
Project No:
Fund / Cost Center:
Object Code:
51101
325-172940
651210
Thank you.
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RESOLUTION NO. 2009-.2.BL.
A RESOLUTION AUTHORIZING THE CONDEMNATION OF THOSE PERPETUAL AND
TEMPORARY EASEMENT INTERESTS NECESSARY FOR THE CONSTRUCTION OF
STORMWATER IMPROVEMENTS KNOWN AS THE LELY MAIN CANAL EAST-WEST
PHASE OF THE LELY AREA STORM WATER IMPROVEMENT PROJECT LOCATED IN
EAST NAPLES (CAPITAL IMPROVEMENT ELEMENT NO. 291, PROJECT NO. 51101).
WHEREAS, the Board of County Commissioners desires to improve the treatment and
control of storm water in the East Naples Area in order to alleviate flooding; and
WHEREAS, the Lely Area Stormwater Improvement Project consists of improvements to an
existing drainage system for an 11,100 acre (plus or minus) area located in East Naples, of which
Lely Main Canal East-West (hereinafter referred to as the "Project") is an integral phase; and
WHEREAS, the drainage improvements as part of the Project include the expansion of an
existing canal, installing new surface water control structures (weirs and culverts), and
constructing a canal maintenance pathway along the canal; and
WHEREAS, the Lely Area Stormwater Improvement Project (CIE Project No. 291) is in
accordance with both the Capital Improvement Element and Drainage Sub-element of the Growth
Management Plan; and
WHEREAS, the location for the construction of the proposed improvements has been fixed
by survey and is collectively represented by the legal descriptions comprising Exhibit "A"
attached hereto and incorporated herein; and
WHEREAS, after consideration of the availability of alternate routes and locations, the
comparative costs of project alternatives, various impacts upon the environment, long range
planning options, and public safety considerations, the Board desires to exercise its right to
condemn the property for public purposes.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that it has been determined by the
Board that it is necessary and in the public's best interest to acquire the property described in
Exhibit "A" (the "Property") for the purpose of constructing the improvements proposed as part of
the Lely Main Canal East-West phase of the Lely Area Stormwater Improvement Project located
in East Naples, and for providing access to the improvemcnts, in order to protect the health, safety
and welfare of the citizens of Collier County.
1 0 C II
AND IT IS FURTHER RESOLVED that acquisition of the Property and construction upon
the Property is part of the County's long range planning effort to alleviate flooding in the East
Naples area.
AND IT IS FURTHER RESOLVED that the Board has reviewed the staff reports
concerning alternative locations for the Project, various impacts to the environment, public safety
and welfare considerations associated with the design and construction of the Project, and the
costs associated with the design, property rights acquisition, and construction of the Project; and
the Board finds that after consideration of these issues, the most feasible location for construction
of the proposed improvements is collectively represented by the legal descriptions comprising
Exhibit "A" attached hereto and incorporated herein.
AND IT IS FURTHER RESOLVED that the real estate interests described in Exhibit "A"
attached hereto and incorporated herein are necessary for the construction of the Lely Main Canal
East-West phase of the Lely Area Stormwater Improvement Project.
AND IT IS FURTHER RESOLVED that all of the Property shall be put to public purposes.
AND IT IS FURTHER RESOLVED that the County staff is hereby authorized to
immediately acquire by gift, purchase or condemnation, in accordance with the provisions of
Chapters 73, 74 and 127, Florida Statutes, the real property interests more particularly described
in Exhibit "A", attached hereto and incorporated herein.
AND IT IS FURTHER RESOLVED that no mobile homes are located on the Property and
therefore it will not be necessary to remove any mobile homes from the Property to be acquired.
This Resolution, adopted on this
day of DEc.,s ~h;.e..
, 2009, after motion,
second and majority vote.
ATTEST:
DWIGHT E. BROCK, Clerk
\
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By 4~ d~
DONNA FIALA, Chairman
.
()n.twrt
Approved as to form and
legal sufficiency:
tJt C~ A---{Jft )
Assistant County Attorney
"tem# 'fJo
. Agenda "I I. f
Dale ~j
Dale I ?/.../.a
Rec'd ~
Page 2
Condemnation Resolution
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PARCEL NO. 138DAME
DESCRIPTION OF PERPETUAL. NON-EXCLUSIVE DRAINAGE. ACCESS AND MAINTENANCE
EASEMENT
ALL THAT PART OF LOT CH I, HIBISCUS GOLF COURSE: AS RCCOF?OEO IN PLA r BOOk 49,
PAGES 3-4, COLLIER COUNTY, FLORIDA BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS;
COMMENCING A T mE: NQRTI-fwr:sr CORNER OF SAID HIBISCUS GOLr COURSE: THENCE
SOO'JI'17"'W A DISTANCE OF J50.00 FEET TO THE a:NTERLiN[ OF' AN EXISTING 100' Y,~D[
DRAINAGE EASEMENT BEING STATION 19+31.88;
THENCE 589'28'43"E. ALONG SAID CENTERLINE A alstANCE" or 1007.15 ITET TO STA nON
29+39.03;
THENCt LEAVING SAfQ CENTERLINE SOO'31'f7"W. A DISTANCE OF 50.00 FE(.T TO THE
SOUTHERL Y LINE OF SAID EXI$71NG DRAINAGE EASEMENT AND THE POINT OF BEGINNING OF THE
EASEMENT HEREIN BONG OESCRIBC:D;
THENCE 589'28'40"[. ALONG SAID SOUTrlERLY LINE A DISTANCE OF 38.41 FEET; I
THENCE LeAVlNC 5A,'D SOUTH[RL Y UNE: 516'30'1.3"[, A DISTANCE: OF 15_69 FEET; ,
THENCE N89"2S'iil"N, A DISTANCE OF J9.00 FEET: I
THENCE NI4'24'jJ6"N, A DISTANce OF /5_52 FEET TO THE POINT OF BEGINNING OF THE
EASEMENT hCNlil'\.1 DESCRIBED;
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CONTAfNJNG SdliSQUM;'r FEET OF LAND MORE OR LESS;
SUBJECT TO L[' r""'TS AND RESJRICnONS OF RECORD
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PARCEL NO. 139DAME
PERPETUAL, NON.EXCLUSIVE
DRAINAGE, ACCESS AND
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TECM.ROW
SEP 23 2009
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PARCEL NO. 139DAME
DESCRIPTION OF PERPETUAL, NON.EXCLUSIVE DRAINAGE ACCESS AND MAINTENANCE
EASEMENT
ALL TdA T PAin Or- TK';"C! LEI.. Y COU':' ESTI\ T[S Tf(N:T MAP AS I?EcO;:mco 11'1 F;'LA 1
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m'!Alt";\(;f-" PiCr,{r-,JF~W/., t /\\'0 filf: F'C!NT or BEGiNNifo'G or li 12,CO FOOT f','iOE
U!<AiNAGc' ACCiS; AN[)\!AiNTENANCr I:ASeMUJr LYiNG 6,[;0. __. ON UGH SiDe CF
THE Fei.! m'-';'NC DeSCRiBED CEi~ ril?Lit,.'~'::
:;,'f:,\;CE ;:j0l;!'1-< ",,'52'59" \YES I A t),STA\'C'[ OF 92 91 ,1'~fE ~ TO THE BEGl{..'t,'?I/G o~ A
('[,;,1\'V'f:. CDNCA ilL' ,\j')[~ THEP!. r /\,\'0 h/-, \/ji'.-C A RADiUS or '75.00 FTF;:i;
}f-iE\'(T I"'::'-:;:r:,;,'c.'f A,.C!-.'G n:~- ARC or SAID C:(ji:';'~'E TdFWJGH A CENTli'Ai, Af-1GLC C/:'
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lhE'\'Cf y,(:-SIC,;:"Lf ~,..iJ"" on::: Ai-?C OF" SAiD CUr::vE Ti'lfWUCU A CE:NTRAl I~NCLE or
~:'9'1J'5,]" AJ\' ANC LJ.'STANCE u~. 34.8:" rEE!,
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CL.',(~vC C~~'.jCA";E NCRTi-!E'i~'L v A.\'[) HAViNG A r?AD!;'.J5' CF ;'13,.,) [-"LEi;
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C~).\'::'AVr. S~)U itr;\.. v AtH) h'A'/!NG A rrADIUS C" 2002} rEi:
rhF^,'CE ViE-,~rLRi)' .A,(),\'G h'E ;'':::C Ci SAiO~)r:vt 7/i,".'0'..1:,:'" A CE:NTH/L N,iGLE OF
1:3",1:,;'18" :", ."};"C 0;5:"/..\'C;: OF 5B./J FEcI';
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CF +4'58'-"'8" AN Ai~C OiSIAr-iCE e;f.' 28,26 FEEr;
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JriENC.:":':<,i;;' -'f1 ,16"58'07" weST Ol,STAt,'CL' Ci; 2552 rCi 7 10 TFE BEG!,'J,"';'t'-J(; or' A
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iri[t.;C;C f'iCS,:-Ei~L ': h: CN(; 'I"i[ ARC Of $,\/0 CURve Ti--iF:OUGh A CENTRA:. A,!-"CU3,: OF
',;"25'OJ A~i ARC [),STA,\C::-: c;f /2,:"9 reEl;
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v,:! TH THt- /,,;,C Ci- ," NON- lA,\":CT'\'T C~;RVL CC:;CA V2 NO.1.? r'-iU::!, Y Mv;J Wi~"OS[ F;;A[)iUS
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EXHIBIT "A"
Page 8 of 21
PARCEL NO. 139DAME
DESCRIPTION OF PERPETUAL, NON.EXCLUSIVE DRAINAGE, ACCESS AND
MAINTENANCE EASEMENT (CONTINUED)
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CU~TPAL ANGi.F Ci L<3"H' '']2'' AN Ai-;:C Dt'S r,,:;,.!\':;L Of- ?;.'; 62 FEEl [J[/:'iC Sf A nON
651.1,")33, r;-ifNC::' rnF\'hf h'9'2:i'2J"~1IE'ST ,\ C!STANCC or 1/JJI.// reCi SCltiC
STATiON 5.1ii':?'1,,'tJ; !!-irNCE L[AVrt\'G Si\/D il/,SFlJNE SOi_,tH 00'J4'37" /iCSr A
()iSrA,'v'(;C 0'- 50.001-CC;!(J !FIE So:}n-~EP!.Y LiNe or AN EXiSi'I\iG lOe::' VI!DE
OPAlt'/AC;'i: ,q:'Gi!T--OF'--li,"~)' /ND Ti--iE: POiNT C/ BC~JINN!N(: OF' J}f[ !::AS[M!:..-,'v' HE',~:',~:'IN
!3E';{,"~: C,--:SCiI'!UCD, ~~/,iC rAS[,l)[;'iT E3E:lt'I~; 2) ('-0 FEet 1'.,1(::" L'i'it,'C; " )(! iTE~ i' Oly ,. P~,!'1
~ !>r FIT ,.-:-OLL_O,"'/!r1-'; t.lC';C,c;:iDEO l ::,\!7Ci:;'Lir/C,
TI-iE,'~cr :~'(r.li.'i 4,~'~>2'5S" //~:::SJ '\ DI.~:rAr,<E
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fI-IE.\'Cf. ~',F~j fiNL '/ 1;1" ()NG ThE ;'iRe or- :JAIC
59'00'00" Ail! I\RC OIST/.,t-.fcr Of- 77.23 ru
CONe,; v[' SOUrI-1L"?L Y AND ilA VIi',1G A Pi\(),US
THENce j.'iES IFRL;-' AI_C,'.'C p-ie APe cr SAID
29TY59" At-,' Ai?C OiSTAtjCE OF 34.85 FEC.r:
t!-!c,\cr.: :-_JjU{,'1 ;;"1'39'07" ;.vEST A (1/srAt.'C!~
CU,:\'v[ C::JNCA VE :\'OPf,l--fEf-<'C Y AND Ill, VING A
THf:','J:'C \'icc;,'Tcr<_ y /lO,',':"; ,1,:''[ ,.1.;;?C C' SAfD
26,;.' cu. ~',,'; ';J/' (:;i::";-),),,'CC or 6C,.]:) r:H
(C,\~;1 \ii:.' :.r)!., 1,1;:!> Y AlyO .I-!/i '/!,'"C .; RAL)I,',j~;
,'HE"', '"_ '/ic::,',rF{ ';' ;'L'),\:; -r,'if /,i?'C U- S,",'L
16"'~O'i~' fI,\-' ;J{C :~'5rAUC'r j,~- :;82/ rEf:"
n,'[Oi'JC:~- ~,:o-_,':h b';': :;'5 ,V! ~~T /, O!STANCi
':"JMV~: :,,:):,'c/vr ','j,li,EPl'-" !\,~iOi'A'/i;',/G:,
Tli!:,'/C,;': ,1:C; iL';'i_ / .1~ C,\'C j"CAi-:.,:: OF ::'/.,'[:
,'d.2/'2?" ;,t'.,I A,:;";:" ~:'i,'~';-,,1/,,'CC OF 1() il FEer,
rh'~'t,l(::[ ::.;-:;'_.:tH 65':'>):::';" ,',-'CST A DiSTANCE C.:' :::/'72 rE.ET TO rH[ BeCiNNiNG CF A
:,:U!,".,E CCt'-i~AVi-: 5Juri-~::A',r[PL. ( ANCJ f1/.V;,\'C A ,;'Af)/US' or; 3600 F'Ei::
ritE/'ice SJ;',,: 11{,i'/Csr~-:h'!..'" AU)(:G ,'dE A/\'C or SAID CURv,'-:- 7h"tOUCH A ANGi.E
or i1')O'~:;(' /iN APe DiStANce Or 7.0,5 f-t:Fr,
!hf'NCE :;~)UTl-{ 5.t'42'J/" WC~T A [)/SIANCE OF .38_99 FEEt 70 Ti"iE RCCiNtJ!;"iG OF A
CURVE cnN,; ,-\VE 1,j(Y;'Ii-IERLV' ANn t-fA\/!NC A /?AOiUS or' J6,DO !-TET;
7}iENCr f\'';;:;TErn y ~:LCNG n,'c AHC U ');,iD C;')P'/E. THFWUG/! A CE},1Te!\~ A\GU cr
25"55'12" AN ARC' ,'-'iStANCE or ;6):1 ;'-EET.
or 92,97 reeT TO TdE i3LGiNNi\'C or ,-:
PAO!US or 75.00 fEET;
C', i('.;E TJ-ir?CU(;i-1 A Cf,"ilf?/\L Ai'iG'LL c,~.
Fe TiiE' HE'C'!,,'NJNG or I, er'"n;,'SF Cl.'I'i'VL
cJr 68 JO rCET:
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01 i9.4~; FTC!' ro THI UtC/f1t,'iUG (j,C" A
r::A(:fUS OF" 14.3,'+1
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CF 20(:.2 /' ref~,
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CUPVf :';(>\JC/\'i'E !,nJ!".fr.'IEr;~L ': AND i-,'AVf!-,1C /, ')AC!iuSCF 7500 FCC
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II/eNCI" ,\'();,.;rd//E",:,'rCF'i_'( AuJNG !fIL A,~C cr SAd) Cliff'll' fI;,",'OUGH A CLNT,i-V.L ANGCL
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CUF,'vr CON--:"')\\.E tj:)i':;rhLASIEh'I.'( ~tll,'O (JA'fiNG j; PAD/US OJ: JG,CCJ i-Et.;;
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OF 41'S6'JU" AN Ah'C {JIST4.;\,CE OF 28.26 rEEl;
f'/-fU..-C'E i\'(),'?Th Jj"42'Oe" \-VeST' A DIST/.r.-CE: (}t- 30,94 FCCT :() Fi--fE' EiECi,\:N;i'JG o.r ;"
CuRVE C(""leA Vf SOJii-/t/CSriRL v ANO HA VINe A [tADIU::' or F)O.OO .~TCI;
Tl--iEI'iCC NCi,';"T!---f',.\tL;,' rERL \/ AI.C:YC fHE Mi'e C.W SAiD CURVE Tl-i':WUCh' A eFt.'':';';',''...!.. lNG'i_E
OF 1 ~1'7 5 ':5~j" Ai\ APG 0:':':; rANeE 01,. 30. .14 FTC~'
",I/C,\'CC t,'(;.~:!,' 4),)"58'0;''' \'ii__~sr A ['i;'$TANC'i Oi-' 25.(;2 FeeT to hie eEC;iN(\,'?J:; (,If' A
r~'UPV[ C(\\-'j,',/( (/)U~i-iER!Y Af}[1 rIAVit,iC; A 1;"A!)i.riS 0:' 'OOJC FEET-
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CENiR".LANCLC ()F OF!S'?.)" AN ,,1,1:';(' DiST.:,r,;(':,:- Ct" ,.' .:;'c'" For:.-! '.
THENCE !,;'?j:,')'H ,:jj'jj'C6" /'CS7 ,~ DiSJ:At:CL Ur ;('O_J_{ FEET TO U,C CEl:"'iNtN-iC; C/ /\
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j-4"G'~ Rfl-1SUJ HFAR,NG
NOT A SURVEY
'''' ....~
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CONSTRUCTiON E:ASr_J.fLNT, ['Afa 0' ;;;>ACr N, ::::::' U"DAC!:.... "oW
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"r,:; "CAD no~~,,-$O 1\)252
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EXHIBIT "A"
Page 13 of 21
PARCEL NO. 139TCE1
DESC9IPT!()N or rCMPO,l;;;:Af':Y (:CtJS','"))"CrIC!N fASCMEN7
(cc).',' i!rj,'~'i
r.~,'[;'...;CE 5C',jTi/ 3~ '0.3'32" ';/t:sr A [}'SIANCE ;10.86 fTC T JO ;-,I-iE 8i;;G/lV,I,'!\'G O,e A
:>Jk:\rE C':)N:>\ \Ie \'cr:: TH',r[s rCRL Y A.\"C dA A ).:ADrus or: 110. 00 ;--cC ';
i'~rhC[ _'~'C; i r;'{i),E::; Ti'Y:L ( ALOI\jD rHL ARC o.r:- <:;AiD cur;;vc r).!p()UGH A CfNT.RA,'_ ANDl[
C~- i6'C:)'5::;" :,r.j ;;;C C/'3 lANe!;." Or ..30 75 FE} T<l THE RC(;;:)t'Jlr"C cr A COMPCU,',.D
cuev; r::'O:"JCA'/E ,,,'y.;;rh'ERLv AND HAllf,'(,' A i;,'AOIUS (J,- 25.(:J ITer,
7)-]'U'ICT ~'iF_----,TPL '( ALO,\IC TiI[ ARC DC SA:D .':OA,1,;:')CCI\J(; cur.;; V!::, ThFWUCf-! A CENTF?A~
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STVi;,':;;SE cur.,'vc CONCAVE SOU;Hf.Rl'( MiD ii/ViAl,] ;; eA[)/US' or !tll.9::" ,~f'-i:_
n..;r,'H:E W[':;!'C;;.'L '( AlOr.JG THE !lee OF- :)'j;l[;' CUR"JE rfmC:'UG,~:' A (-Eo\; rF?l,L At,ICLC cr-
J8'23'.31" k'y Af\C DISTANCE OF 51.93 FErT TO :IiE d~:G'I~JNiNC or !, i?[VE[?SE: CuRVE:
COI'JCAvf t-iOk U1EJ,,'L '( M.D HAVING A RADiUS O!-' 36,bb
THeNce 1\'C::'T[Fn'( Ai.J)NG {He APe Cc SAlC.' CUP'iC A CL\TR/iL A.\'GLC Oi:-
/O'iJ'24" A\' lINe c:srANCE or 44,9-3 FE Tn THE erCN,'viI\'G or A f;Jr:,vC':?SE C'U,','\,i[
CO\'CA vr ';Ci; :i-fVi,~STEr~l y AJ:D i IA VINe A (--;'AUfUS OF- 49; 36 nTT:
ri-;Ef\iCC N(:ii'ri-I'/'ESIFr,(L'~' ALONG THE Arr(.' or-- SAIi.! (U,::?VC TlrROUCi{ ,; CCNT:'?AL AI\.iGLf
(:F ~~"a';!;" "'1 ,;" r'iSTAUCi ','F ),'f 2i. '.
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:fYCLl[ii CDU~r( STO~IA"A7ERMANAGCIA[NT im~'"oLl
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Let. Y GOLF' EST.1l. n::s r';:Acr MAP, F.8, 8, Pf; f""'"~"",,, .<4in....., p..~n".. "1..". ....-1".. ,.., ,..._"_ "'I'''
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PARCEL NO. 139TCE2
TEMPORARY CONSTRUCTION EASEMENT
DURATION: ONE YEAR FROM
DATE OF CONVEYANCE
TEeM-ROW
SEP 23, 2009
~
t. DIMENSIONS ARE IN FEET AND OCCIIAALS rm::R~OF,
~: ~:g:~: : ~g:~~ ~ ~~~:~MENT.
4. P.D_T. D PO/NT OF TfJ;!/.AINllS
5 R.O.W. "" RIGHT-OF-WAY,
t! DE .. DRAINAGE t::ASf:l~Da
,. ~.8t:., .. L,.INDSC,o,PE BUFFER f:ASf:MfN r
8 T.C.!':, .. 7tJ.IPO/?"'RY CONSTRUCTION [1I$EMflU.
9 BEARiNGS ARE: BASED ON ritE: flORIOA ST,o,JE Pl.AN[
<AST LONt':. NAf) "J'/9if "'OJ(}SIUENr.
NOT A SURVEY
FOR: ..... BY,
COLLIER COUNTY STORM WA TER MANAGEMENT iii: N'(lll OR,.,I\t;~-"JA"ir
TlltE -- -- ---.~~--- ..... CHE:CKfD ev; GPA
SKETCH AND DESCRIPTION OF A TEMPORARY:::::. tR ~ coco
CONSTRUCTION EASEMENT, PARr OF TRACT N, I::::: UNPAGE,.... \liEII': P~OT
lELYGOLFE"STATf':S TRACT MAP. P.8. 8. PC. 20, --..-.............~..."''''............... ....(oo.~
COWER COUNTY, FLORIDA ~~;;"~-~~':;.t:)== SCA~r... lOa'
bt: Mi3 PJ<Q.E.CT NO.
-^ 7599-2
SHa:T NO:---
DATE":SEP,2J,200 1 OF 4
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:: P.O.C. ... POWT or COMIJDI<:E:UCNT.
4, P,()'1: .. POINT OF lER1oAIHUS.
5. R.O.W. .. RIGHT-OF-WAY.
6. D.E. .. DRAINAGE: fASfl./ENT.
7. L.tU:. .. U,NDSCAPf: BUFITR EA5flil~T.
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9, 8E,l,RiHGS )"RE BAsrD ON me fLOOD... STArt PUoNE:
CAST l(Jlojf, HAD 8J/99 At).AJS'nJENT.
NOT A SURVEY
FCOLLlER COUNTY STORM WA 'fER MANAGEMENT iiiit:NOU ORA'; BY: JAN Ilk:
nriL $'KCTCH AND D€SCRIPnON OF' A IEJ,4PORARY 55::-:. k ~acro BY; GPA
CONSTRUCTION t:ASEJ.fENf, PART OF TRAC1 N. :::::: lTNlJ&Gc,.., \llCW Pl.or
LEt'\' GOLF ESTATES TRACT MAP, P8 8. PC. 20. ===:~~..:":.::.:::....~...&u":!~~
COWER COUNTY. FLORIDA '""'-..-:"=""=:~_-....,,"=,.:r:-"'-_= 11 ~/.E I' -100' ,",CAD "11l2.s2-~1
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II BOoRINOS APC BASCO ON 1/-/1': FLORIOA STATE PVoIIE
05r lONE, NAD 8J/99 ADJlJSIMF.NT.
NOT A SURVEY
FOR. .'.Iii: OESI<>N I) BY:.
COLLIER COUNTY STORM WA TER MANAGEMENT_ iii:. ou ()fM~ trf: )AN
l/Jl.E .... JUlIR ok CH€CKJ:(J BY:" CPA
SKETCH AND DESCRIPTION OF A TfMPORARY Iii::: cOCO
CONSTRUCTION EAseMENT, PART OF TRACT N, ...... WDAGI_ !nEW PLOTI D...T(;:$EP. n. 200
LELY GOiF [STArES TRACT MAP. PB 8 PC 20 =-~~':i~~w::.'::="...':'':l::e::~
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PARCEL NO, 139TCE2
OESCRIPTlON OP TEMPORARY CONSTRUC nON EAS[MENT
All TIIAT PART OP TRACT N, lELY GOlP CSTA TES TRACT MAP AS RfCORD[Q IN PLAT
BOOK B. PAGE 20, COLlIER COUNTY. FLORIDA BE:lNG MORC PARTlGULARL Y DESCRIBED
AS FOLLOWS;
COMMENCING AT THE NORn/EAST CORNER OF SAID TRACT N; THENCE SOUTH 89"27'38"
EAST A DISTANCE or 6,25 PEn TO THE BASWNC OP THe PROPOS[O DRAINAGe
IMPROVEMENTS BeiNG STATION 68'98,JJ; THENCE SOUTH 00'19'53" weST ALONG SAID
BASELiNe A DISTANce OF 151,QJ FEn TO THE BEGINNINC OF A CURVE CONCAVE
EASTERLY'M'lD liA'lINC A RADIUS OF 2,500.00 FEET B[ING STA770N 67+47.52; THENCE
SOUT/-I[A,'L Y ALONG THE ARC 0.>: SAID CURVE THROUCri A CENTRAL ANGLE OF
03"29'47" AN A'\C DiSTANCE OF r52.56 FEET TO. THE BeGINNING OF A REVERSE CURVE
CONCAve NORTHWESTERLY AND HAVING A RAIlIUS OF 45,00 FEET BEiNG STATION
65+88.95; TH[IICE SOUTHWESTERl Y ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 93'44'32" AN ARC DISTANCE OF 73,62 FEU BEING STA TlON
65+15,33; THENCE NORTH 89'25'23" WEST A DISTANCE or 1.571.98 FEU BEINO
STATiON 49+43,35; THF.NCE LEAVING SAID BASELiNE SOUTH 00'34'37" WEST A
DISTANCE OF 207.41 FEET TO THE POINT OF BEGiNNING OF THE EASEMfNT HEREIN
BEiNG OESCRIBCO. SAID EASEMENT BI:ING 16,00 FEU WIOE LYING 8,00 FEU ON eACH
SIDE OF THE FOLLOWiNG DESCRIBED CEN tERLlNE;
TIIENCE NO.R IH 76'28'19" WEST A DISTANCE OF 22,04 Feu;
THENCE NORTH 73"53'09" WEST A DISTANCE or 56.64 FEET TO THE 8[CfNNING OF A
CURVE CONCAVE SOUT/IERLY AND HAVING A RADIUS OF 417.17 FEET;
THENCE: wrSTER'L Y ALONG T/-/E AF?C OF SAiD CURVE TI--ff<OUGH A CENTRAL ANGL.E OF
14'17'48" AN ARC DISTANCE OF 104.09 FEET 10 AN INTERSECTION WITH THE ARC OF A
NON- TANGENT CuRVE CONCAve NOR Tf.-IERL Y Ar-,ro WHOSE RADIUS POINT BEARS NORTH
06'27'47" EAST A DISTANCE OF 934,91 FEU;
THENce WESTERL Y ALONG THE ARC or SAID NON- TANGENT CURVE TlmOUGH A
CENTRAL ANGLE OF 05'57'58" J.N ARC DISTANCE OF 97.J5 FEET TO AN INTERSECTION
WITlI THE' ARC 01- A NON-TANGENT CURVE CONCAVE SOUTHERL Y ANO WHOSE: RADIUS
POlfvT BE:ARS SOUTH 13'58'09" WEST A DISTANCE: OF 757.90 FEU;
THE.NCE WE:STERL Y ALONG THE: ARC OF SAID NON~ TANGENT CURVE THROUGH A
C[NTRAL ANGLE or 05"2.YOO" AN ARC DISTANCE OF 71.21 FEf:T TO AN iNTERSEcnON
WITH TIlE: ARC or A NON-TANGENT CURVE CONCAVE NO.RTI-/ERLY AND WHOSE RADIUS
POINT BCARS /',iOf?TH 07'11'25" EAST A OI5:ANC[ OF 3J5.26 FEer;
THENCE WESTCRL Y ALONG me ARC; OF SAID NON-- TANGENT CURVE ThROUGH A
CENTRAL ANGLE or 12'08"36" AN ARC DISTANCE OF 66.82 FEET TO AN INTERSECTION
WiTH THe ARC OF A NON- TANGENT CURVE CONCA V[ sOUrHCF!l Y AND WHOSE RADIUS
POINT BEARS SOUTH 19'30'43" WEST A DISTANCE OF 226,54 FEET;
THENCE WEST[RL Y ALONG IHF. ARC OF SAID NON'- TANGENT CURVE THROUGH A
CENTRAL A.'GLE OF 16'2.3'2J" AN ARC DISTANCE OF 64,80 FEET;
THENCE SOUIH 89"27'16" '~/[ST A DISTANCE OF 24.30 FEEI TO THE BEGINNING OF A
CURVE CONCAVf SOUTHEASTERLY AND HAVING A RADIUS OF 50,00 FEU;
THfNCE SOU THWES TERl Y ALONG THE ARC OF SAID CURve THROUGH A CENTRAL ANGLE
OF 58'23'44" AN ARC DISTANCE OF 50.96 FEET TO THf POINT OF TERMINUS OF THE
EASEMfNr HEREIN DESCRIBED:
THE SIDELlNCS OF SAID CASEMENT Af<:E TO tiE PROLONGED OR SHORTENED TO
TERMINA T[ A J, ANOTHER TE}APORM~Y CONSTRUCTION EASEMENT (TeE.) G[ING 22.00
PEn WIDf; /
CONTAINING 7,-18 SQUARE .rEET OF LAND MOR[ OR LESS:
SUBJECT TO ,ASEM[NTS AND R[STRICITONS OF RECORD
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r/Ttr, SKfTCH AND DESCRiP1l0N OF A lEMPORARY - =1::.. ER ...
CONSmUClION EASEMENT PART OF' rRACT N :.:::: \]N1>AGE....
LEl Y r;OLF ESTA TFS TRACT MAP P 8 8 PC 20 r..l--.l '''<11_ 1'10........, . 10"". "'... ....I-=:- I-tElIf.
COLLIER COUNTY, FLORIDA' . . :""'..::.."":...:"..=.=-:'...""::....-::..:..~":;.~,. ::~:::: SCAlI,'
....-....--...-....-.. ...~._-
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QA.M_t ~ OPA;,'i~(;r. 1((;[$5 ANO IIAhVTL~",;;' ~:,F!"
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TITLE; SJ(F:TCI1 ~ D DESCR!pnON OF A DRAINAGE, ACCESS :.::: ER ..
AND MAINTE:NANC[ (ASEMEN;, ::::::
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PARCEL NO, 141DAME
DESCRIPTION OF PERPETUAL, NON-EXCLUSIVE DRAINAGE. ACCESS AND
MAINTENANCE EASEMENT
AU. ,'T!/\ r PApr or AUGUSTA COURT SO/..fOOM!;\!;'UM A.':' RE:CCP,r::E:j iN C',\i..X)
PlAI i300k 20, PAGE :~L COUIER CQUN','r'. FLORiDA BEJi\i(; ,VO~E
PARnCUL.Af?L Y OE$CF'fBCD AS VO~CO\1/S:
COM,I,.1[NCiNG AT THZ NOerHEAST CORNER' OFiN:'ACT N, LL~" Y GOLF ESTA res
TRAC r ,-,,,.lAP AS RECOfWED IN PLA T 800.1< 8. PAGE 20; Ti-i[NCE SOUTH
89'27'3E" EAST A DI5TA."ICE. or 6.25 fTU TO THE BASELiNE. OF" "!_'r:"
PROPOSED OF?AINAGE IMPROVEMENTS BEING STATION 68+98.JJ,' ThENce S'JU
00"19'53" WEST, ALONG SAle BASELINE A DISTANCE or 17.59 FCfT T(l STA:!OI,'
68+ lJ.29; TI--IENC[ LEA'iiNG SAiD GASELfN[ SOUT/-! 89'40'07" EAST /,
DiSTANCE" OF 2J.0-5 ([[7' TO THE !:::ASTER/.Y rYE: or AN EXiSn/VC 30'
Dr?A.lNAGF ,f:(IGHT-().C"-W;\'/ #W TH[ POlt;"; :W BEGINNI,vt; OF THE .U,SCMEIJi
;i[l~C'N SC/NC O[SCPtBEO;
THI::~NC!' soun-l 02'4::'5"1" weST ALONG SAID [l,SiEr?L Y :"II\E A DISrA;\CE_- UC
282. /() :Ec I 10 rHE SOliTHE:8L r LINe or SAle A):';US fl\ COURT CC,A,OOtAi.l-HU,IA
AND AN INTERS[CTiON W,'TH T~j[ A!?C or A N'C~,'-. TANGu.(r CUr~vc C('\,iCA'IF:
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ThD\'CE NO,r,77i C2'q'12" II/CST A {j/STANCE or: 709.'1-9 H:_E ,
TH[NC~ ,"10F~TH CO'48'25" ',','EST A C;iSTA;'Vcr or 15650 rEf!;
rHEJI'(r NOS:'ih 12";5'57" [;.'ST II DiSTM..;CE or 16.19 fEET TO Ti--If:. 50~;'THEr~'I_'y'
LINE OF A RiGHT/qr-WAY EASE:iAUi7" (O.P. 2139, PC', .:5J9);
THU.iCf NO,t?TH E/O"J()'25" 'NEST ALOf','c; 5t';iO SOUTH[RL Y LiNe A OiS',-\~;cr-: (1/-
2044 FTCT TO r/-lE: POiNT Jr: B[CiNt~/t\:G OF: THE: E'ASfl,1[!H i--'fRE"..;
DFSCRIFED;
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GUY p, ADA/AS. '-r \ ';0 4390
RmsrD 'SI::?T. 2lJ, 2000
Rf\lSEV ocr. 27, 2009
NOT A SURVE;Y
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PARCEL NO, 142DAME
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Martha S. Vergara
From:
Sent:
To:
Subject:
BoschRobert [RobertBosch@colliergov.net]
Thursday, December 03,20093:31 PM
Martha S. Vergara
RE: Resolutions
Martha,
As discussed, these document are not terribly urgent, so please just put them in the interoffice mail.
Thank you,
Rob Bosch
Robert M, Bosch
Right~of~Way Coordinator
Transportation Eng. & Canst. Mgmt,
2885 South Horseshoe Drive
Naples, FL 34104
Tel.: (239) 252~5843
Fax: (239) 252~5885
From: Martha 5, Vergara [mailto:Martha,Vergara@collierclerk,com]
Sent: Thursday, December 03,20093:10 PM
To: BoschRobert
Subject: RE: Resolutions
It's just so that we know they were indeed picked up..
Thanks
From: BoschRobert [mailto:RobertBosch@colliergov.net]
Sent: Thursday, December 03, 20092:57 PM
To: Martha S. Vergara
Subject: RE: Resolutions
Martha,
I can arrange for them to be picked up, but I'm just wondering why they need to be signed for. Is this a new
requirement and, if so, when and why did it come into effect?
I'll try and get you on the phone to discuss, but I am about to go into a meeting now.
Thank you,
Rob Bosch
Robert M. Bosch
Right~of~Way Coordinator
Transportation Eng, & Canst. Mgmt.
2885 South Horseshoe Drive
Naples, FL 34104
1
~.",_~,_.~.._._._._...<...~,.,_~~_.__.__._.~__,,_______.-.____~~e.__...._.~_
Tei.: (239) 252-5843
Fax: (239) 252-5885
lOC
-
From: Martha 5, Vergara [mailto:Martha,Vergara@collierclerk,com]
Sent: Thursday, December 03, 2009 2:58 PM
To: BoschRobert
Subject: Resolutions
Hi Robert,
The Certified Resolutions your requested are ready for pickup.. I left you a voicemail saying that I would send them via
interoffice mail.. but they must be signed for at time of pickup.
Thanks,
Martha Vergara, Deputy Clerk
Clerk to the Board of County Commissioners
Minutes and Records Department
239-252-7240
239-252-8408 fax
(martha. verqa ra(Qlcoll ierclerk,com)
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public
records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
2