Agenda 06/24/2008 Item #10H
Agenda Item NO.1 OH
June 24, 2008
Page 1 of 42
EXECUTIVE SUMMARY
Recommendation to adopt a resolution authorizing the condemnation of those perpetual and
temporary easement interests necessary for the construction of stormwater improvements
know as Phase 1 B North of the Lely Area Stormwater Improvement Project (LASIP).
(Capital Improvement Element No. 291, Project No. 51101). Estimated fiscal impact:
$1,266,250.00
OBJECTIVE: To adopt a resolution authorizing the condemnation of those temporary and
perpetual easement interests necessary for the construction of Phase I B North of the Lely Area
Stormwater Improvement Project (LASIP) (Project No. 51101).
CONSIDERATIONS: The Board of County Commissioners has been advised through various
communications of the need for construction of this project, and has clearly stated its concern
relating to the extreme flooding issues during the rainy season in the East Naples area. Construction
of Phase IA of LA SIP was completed during 2007, and Phase IB South is scheduled for completion
later this year. The proposed resolution relates to Phase lB North only. Attached is a vicinity map
depicting the location of Phase I B North. A significant amount of time and effort has been spent on
analyzing various considerations resulting in LASIP's fmal alignment. This alignment is based on
the natural overland flow of stormwater working in concert with existing wetlands, as well as
existing ditches and canals constructed many years ago, and the project deepens and widens existing
facilities. Recently the right-of-way required for construction of this phase of the project was
revised to accommodate the construction of two pump stations and to minimize the impact on
affected property owners. Two of the fifteen parcels required have already been acquired.
Construction of Phase IB North is scheduled to commence in the dry season of 2008/2009, and the
proposed resolution relates to the remaining thirteen parcels. Project scheduling requires that
authority be granted for the condemnation of the remaining thirteen parcels, so as to ensure that
construction is not delayed if these parcels are not acquired in a timely manner by negotiation.
A technical memorandum dated June 5, 2008 from Daniel W. Brundage, r.E., a principal with the
firm Agnoli, Barber & Brundage, Inc., the consultant engineering firm designing and permitting the
project is attached. By its review, concurrence and approval of this executive summary, the back-
up documentation, and the proposed resolution, the Board will have determined that the legal
descriptions, and the interest in real property specified on each legal description attached to the
resolution, represent the most feasible location, and are necessary for the construction of Phase I B
North of this project.
FISCAL IMPACT: Should condemnation of all of the parcels described in the Condemnation
Resolution become necessary, the total cost could approach $1,266,250.00. This includes not only
the value of the easements, but the attorney and expert witness fees for which the county is
responsible under Sections 73.091 and 73.092, F.S. Source of funds is Ad Valorem taxes.
~
GROWTH MANAGEMENT IMPACT: This recommendation is consistent with the County's
Growth Management Plan.
Agenda Item No. 10H
June 24,2008
Page 2 of 42
LEGAL CONSIDERA nONS:
sufficiency.
The attached Resolution has been approved for form and legal
RECOMMENDA nON: That the Board of County Commissioners of Collier County, Florida:
1. Adopt the attached Resolution;
2. Authorize its Chairman to execute same on behalf of the Board; and
3. Authorize any budget amendments that may be necessary to implement the collective will of
the Board as evidenced by the adoption of attached Resolution and the approval of this
Executive Summary.
Prepared by: Robert Bosch, ROW Coordinator, TECM
Attachments:
1. Condemnation Resolution with Exhibit "A"
2. Vicinity map
3. Technical Memorandum dated June 5, 2008 from Daniel W. Brundage to Jeny Kurtz
Page 1 of2
Agenda Item No.1 OH
June 24, 2008
Page 3 of 42
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
Item Number:
Item Summary:
10H
Recommendation to adopt a resolution authorizing the condemnation of those perpetual and
temporary easement interests necessary for the construction of stormwater improvements
know as Phase 1 B North of the Lely Area Stormwater Improvement Project (LASIP). (Capital
Improvement Element No 291, Project No. 51101). Estimated fiscal impact: $1,266250.00.
(Norman Feder, Administrator, Transportation Services)
Meeting Date:
6/24/2008 90000 AM
Prepared By
Robert Bosch
Right of Way Coordinator
Date
Transportation
TECM
6/9/20081:55:18 PM
Approved By
Gerald Kurtz
Senior Engineer
Date
Transportation Services
Stormwater Management
6/9/2008 5:55 PM
Approved By
Kevin Hendricks
Right Of Way Acquisition Manager
Date
Transportation Services
TECM-ROW
6/10/20088:39 AM
Approved By
Ellen T. Chadwell
Assistant County Attorney
Date
County Attorney
County Attorney Office
6/10/20088:55 AM
Approved By
R. Shane Cox, P.E.
Senior Project Manager
Date
Transportation Services
Stormwater Management
6/10/20089:25 AM
Approved By
Sharon Newman
Accounting Supervisor
Date
Transportation Services
Transportation Services Admin
5/10/20081 :34 PM
Approved By
Norm E. Feder, AICP
Transportation Division Administrator
Date
Transportation Services
Transportation Services Admin.
6/12/2008 3: 22 PM
Approved By
Pat Lehnhard
Executive Secretary
Date
Transportation Services
Transportation Services Admin
6/12/20083:28 PM
Approved By
OMS Coordinator
OMB Coordinator
Date
file://C :\Agenda Test\Export\ 11 O-J une%2024, %202008\ 10. %20COUNTY%20MAN AGER...
6/18/2008
Page 2 of2
Agenda Item NO.1 OH
June 24, 2008
Page 4 of 42
County Manager's Office
Office of Management & Budget
6112120084:12 PM
Approved By
Susan Usher
Senior Management/Budget Analyst
Date
County Manager's Office
Office of Management & Budget
611512008 9:05 AM
Approved By
James V. Mudd
County Manager
Date
Board of County
Commissioners
County Manager's Office
61181200812:35 PM
file:/ /C:\Agenda Test\Export\ 11 O-J une%2024, %202008\ 1 O. %20COUNTY%20MANAGER... 6/18/2008
Agenda Item No.1 OH
June 24, 2008
Page 5 of 42
RESOLUTION NO. 2008-_
A RESOLUTION AUTHORlZING TIJE CONDEMNATION OF TIlOSE PERPETUAL AND
TEMPORARY EASEMEl'1T IN1ERESTS NECESSARY FOR TIJE CONSlRUCTION OF
STORMW ATER IMPROVEMENTS K.NOWN AS PHASE 1B NORTIl OF THE LEL Y AREA
STORMWATER IMPROVEMENT PROJECT LOCATED IN EAST NAPLES (CAPITAL
IMPROVEMENT ELEMENT NO. 291, PROJECT NO. 51101).
WHEREAS, the Board of County CommisslOners deSIreS to lmprove the treatment and
control of storm water ill the East Naples Area In order to alleVIate flooding; and
WHEREAS, the Lely Area Stonnwater Improvement Project conSIsts of improvements to an
existIng dramage system for an 11,100 acre plus or rrunus area located In East Naples, of which
Phase lB North (heremafter referred to as the "ProJect") is a part; and
WHEREAS, the dramage improvements as part of the Project mclude the expansion of an
existIng canal, Installing new surface water control structures (well's and culverts). constructmg
canal maIntenance pathways on eIther side of the canal. and Installing sewer lift statIons, gravity
lines and sewer force mams; and
WHEREAS, the Lely Area Stonnwater Improvement Project (CrE Project No. 291) is 10
accordance with both the Capital Improvement Element and Dramage Sub--eJement of the Growth
Management Plan~ and
WHEREAS. the locatJOn for the construction of the proposed improvements has been fixed
by survey and 1S collecttvely represented by the legal descnptions cOlllpnsing Exhibit "Art
attached hereto and mcorpordted herein~ and
WHEREAS, after consideratIOn of the availability of alternate routes and locations, the
comparatlve costs of project alternatlves. vanous Impacts upon the environment. long range
plannmg options, and public safety consideratIons. the Board desires to exercise Its nght to
condemn the property for public purposes.
NOW, THEREFORE, BE n RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COllIER COUNTY. FLORIDA, that It has been detennmed by the
Board that It is necessary and In the public's best mterest to acquire the property described in
ExhibIt "A" (the "Property") for the purpose of constructing the Improvements proposed as part of
Phase IB North of the Lely Area Storrowater Improvement Project located in East Naples, and for
providing access to the Improvements, In order to protect the health. safety and welfare of tile
cItlzens of Collier County.
Agenda Item No. 10H
June 24,2008
Page 6 of 42
AND IT IS FURTHER RESOLVED that acqUIsItion of the Property and construction upon
the Property 1S pan of the County's long range plannmg effort to allevIate flooding in the East
Naples area.
AND IT IS FURTHER RESOLVED [hat lhe Board has revIewed the staff reports
concerrung altcrnabve locahons for the Project, vanous Impacts to the enVIronment, public safety
and welfare conSIderatIons associated wlth the design and construction of the Project, and the
costs associated With the design. property rights acqUISItion, and construction of tile Project; and
the Board finds U1at after consideration of these issues. the most feasibJe location for constructlOD
of the proposed Improvements is collectIvely represented by the legal descriptions compnsing
ExhibIt "A" attached hereto and incorporated hereIn.
AND IT IS FURTHER RESOLVED that the real estate mlerests described m Exhibit "A"
attached hereto and Incorporated herem are necessary for the construction of Phase IB North of
the Lely Area Stormwater Improvement Project.
AND IT IS FURTHER RESOLVED lhat all of the Property shall be put 10 pUblic purposes.
AND IT IS FURTHER RESOLVED that the Cnunty staff IS hereby aUlnonzed to
lmmediately acqulTe 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 Exhiblt "A". attached hereto and incorporated herem.
AND IT IS FURTHER RESOLVED that no mobile homes arc 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 00 this _ day of
,2008, after motion,
second and maJonty vole.
ATTEST:
DWfGHT E. BROCK. Clerk
BOARD OF COUNTY COMMlSSIONERS
OF COLLIER COUNTY. FLORIDA
By:
TOM HENNING. Chatrman
Approved as to form and
kgaJ sufficIency:
~/ VC~L<.
Ellen T. Chadwell
AssJstant County Attorney
Condemnacon Resolution
Page 2
Agenda Item No. 10H
June 24, 2008
Page 7 of 42
'OJECT, NO, ]5~9 c..-..... If' -,
\OJECT PARea NO,. 12F PAM" . .-~_ O-==.f..
,x. PARCEL NO, . 13
SECTION 19, TOWNSHIP 50 SOUTH, RANGE. 26 EAST
COlliER COUNTY, FLORIDA
SKETCH OF PAIOG6/- No.l:i.f{D~I1" (NOT A SURVEY)
~~
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.;y'
"co'"
LINE
L1
L2
LINE TABLE
LENGTH
50.27
61.20
BEf(RING
S 38'59'70" E:
S 48'06'38" W
@
@
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;;:
g:
~..
:E
~
VAL 164.06'
. . LEY STREAM D (PR/VA TE
. . R. ROAD)
TRACT M" ...... .... ..................",
LEL Y GOLF ESTATES
. TRACT MAP
(P,B. 8, PG. 20)
@
c> (O.R. 2485, PG. 627)
: ~t,: PARCEL t28 DAME':'
\~. ~ Proposed Drainages' Access
~ ,_ & MainteuanceEasement
, \'} AREA=2,142 SQ. FT. :i:
L2'
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00"
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NORTHEASTERL Y
RJGHT~OF-WAY
LINE OF U.S. 41
...... .
\
.q-
ui
::l
AL, NON-EX
,DRAINAGE 0
NTENANCE EASEM NT
POINT Or-
BEGINNING
341,80'
\ "M"'" ,,,we",
,,,
@
50 $.. RGE. 26 E,
TFiACT l
I.El Y GOLF ESTA TES
TRACT MAP
(PB. 8, PG. 20)
POINT or-
COMMEN.GMENT
MOST SOUTHERL Y
CORNER OF
TRACT M
SECTION 19. TWP.
CURVE
C1
C2
DELT.n.
74'00'57"
91'25'52"
CURVE TABLE
RADIUS ARC
18.78 24.26
4-5.00 71.8,
CHORD
22.61
64.43
CHORD 8EARING
S 80'32'50" E
S B4'42'06~ E
PREPARED BY;
SHEET 1 OF 2
_..IIl. .
~:::. GROll 04/10/06
n~;;
:'_:-=':'.'" BEE- &:.
:i::~: NDi..GE._
Pl"Qiualo~" $l).l!ill.lIoon. p.llu1llen. b: i/I,nl1 ~u..."Ve1on
Oolllor c.-~ ....\\.. 1IlO, '1""'" '1__ Tro1l,-_, lI"J'lOC."FIo ..,,~o l'.\O"~UJ.
1.o,""_1tl hlI.oUl,llMlI...6rrM<oot,-- "n.~.,nonOl Nl~'~~Ul
Cc11nod.o>t.....u..n....l.l...J:I..,lalOOl...AD:1M4 l~, 1NJ)i:>M-~
BY;
GUY p, ADA~S. P.S,M, NO. 4390
SCALE: 1" = 100'
DRAWN EY:--:.1&1.- OP-,TI:; MARCH ?B 2006\
CHECKED BY:SE!I. PROJECT NO,;..1iWi::l. :
FILE- NO: 8?89 ACAD NO; 82R9-B28
-- .-...-.".,
Agenda Item NO.1 OH
June 24, 2008
Page 8 of 42
OJECT:.. NO.
OJECTPARca NO:
,x .ARca NO, .
71g9
2Rtl-1\.4t:.
13
Page....l.. of 2."(
SECTiON 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
PERPE11JAL, NON-EXa.USIVE
N:1:1:SS, DRAINAGE AND
MAINTENANCE EASEMENT
lEGAL DESCRIPTION
Ft,"oposed Drainage. Access _ & Maintenance Easement
PARCEL 128 b~kE
THA T PORTION OF TRACT M OF' LELY GOLF ESTATES, TRACT MAP. AS RECORDED
IN PLAT BOOK 8, PAGE 20, OF THE PUBUC RECORDS OF COlLIER COUNTY,
FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE MOST SOUTHERLY CORNER OF SAiD TRACT M, lEl Y GOLF ESTATES,
THENCE NORTH 38 '59'1 0" WEST ALONG THE SOU THWESTERl Y LINE OF SAID TRACT !vi,
FOR A DISTANCE OF 100,08 FEET TO THE POINT OF BEGINNING OF THE H~REINAFT~R
DESCRIBED PARCEL OF LAND:
THENCE CONTINUE NORTH 38 '59'10" WEST 115.24 FEET TO THE ARC OF i;
CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 18.78 FEET, A CENTRAL
ANGLE OF 74 '00'57". A CHORD BEARING SOUTH 80 '32'50" EAST A CHORD
DISTANCE OF 22.61. FEET, AN Ai<C DISTANCE OF 24.26 FEET; THENCE SOUTH
38'59:10" EAST 50.27 FEET TO THE BEGINNING OF A CU.RVE CONCAVE
NORTHERL Y HA VING A RADIUS OF 45.00 FEET, A CENTRAL ANGLE OF
91'25'52". A CHORD BEARING SOUTH 84 '42'06" EAST A CHORD DISTANCE
OF 64:43 FEET, AN ARC DiSTANCE OF 71.81 FEET TO THE NORT!-IWESTERLY LINE:
OF A 100' W/OE DRAINAGE EASEMENT: THENCE SOUT!-I 48'08'38" '/lEST 51.20 FEET
TO THE POINT OF BEGINNING. Containing 2,142 Sq. Fees more ur leBS.
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7._ _~ -;
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PREPARED BY:
a
II
SHEFT 2 OF 2
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..11.
:~~.. 04/10/06
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....IIlIUI
:.:::.:.~ URIlAGE",."
~rg1'llll.oll.a.l"I~lln;'p14llIUln, b: ~ lflln8~
Jol.II.oo'~'Nk,~,'T_ ':I'~'halJ,}leu.. ,,_. 11. "".~ I"'SE-~a~
...0..."."", .,_\OtCJ..l"~___ ~~:n._~ "'*1 1_nll
~o(~_1{.....U'MI-l._U><l:QHU 1....(.... DIl\l,
BY:
NO, 4390
GUY P,
SCALE.:
DRAWN BY: I
CHECKEO BY:...GEl\.
I FILE 1'1.0: 8289
DATE: MARCH 28 'iOOfi
PROJECi NO.: 7599 ,
ACAD NO: 82.89-528
_.-~-' ..- -....
PRQ,JECT: NO.
PRO..ECT PARCEL NO,
TAX PARCEL NO.
75~9
I X',S'r{
13
Agenda Item No. 10H
June 24, 2008
Page 9 of 42
PagEl ~ oP.l
--
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKETCH OF SLOPE EASEMENT (NOT A SURVFY)
50 S.. RGf. 26 E.
TRACT L
LEL Y GOLF' ESTA TES
TRACT MAP
(P.B. 8, PG 20)
LINE TABLE
UN[ LENGTH BEARING
Ll 43.00 S 51"00'50" W
L2 67.19 N 38'59'10" W
LJ 28.02 N 41"51'22" W
L4 50.27 S 38'59'10" r
@
NORTHEASTERL Y
RIGHT-OF-WAY
LINE OF U.S. 41
........ ..... VALLEy 164.06'
. STRE:.'"
". >"I,,,, DR
TRACT Mo,. .
. ...........
LEL Y GOLF' ESTATES
TRACT MAP
(P.B. 8, PG. 20)
"3 @
4:.., (O.R. 2485, PG. 627)
i ",I PARCEL J:<'8 SE
N ,"I~ ~("~V>"rtiAL 1liaA! -Jl,!-OLU,ttVIE
POINT OF .., :::+ I!ASI'MIiNr '
BEGINNING ~ AREA~J,J25 SQ. FT. r
~ \~C).::;J
PARCEL inllAl-< b '- ~
Proposed Dra..iIuLge, &l
Access &: Maintenance i5; ~
Easement ~ c:i
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34-1.80'
100' DRAINAGE EASEMENT
POINT OF
COMMENCMENT
MOST SOUTHERL Y
CORNER OF
TRACT M
SECTION 19. TWP,
@
CURVE
CI
C2
CJ
CURVE: TABLE
RADIUS ARC
17.00 26.42
45.00 71.81
18.78 24.26
CHORD BEARING
N 83'30'57" W
S 84'42'06N E
S 80"32'50" E:
DELTA
89'03'34"
91"25'52"
74"00'57"
CHORD
23.84
64.43
22.61
PREPARED BY:
.....
....
....
....
.....
.....
......
=::::- UNDAGE,IIIC.
Prot,,"'OWIoI GI.Illll....... pU...lI.I1sn. "" _lid surveyol'll
~.. c_11> IlUlo zw. 7_ Taml.L\aJ 'IMll, Ilorttu Il..... n. 1141011 {~'l.l7-1lil
... ~ ~lUlot UJ, 1..111-.1<7 .....1., "on .1/1...., rL llUQl <~11117~IUI
Cor\UUIo.io 01' ~u.an..I.loI1Il'H. ~ _ ...... u _ fu:- (1ll1)....-.lllDI
BY:
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(PRIVATE
ROAD)
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SHEET 1 OF 2
GUY P. ADAMS, P.S,M. NO. 4390
SCALE: ,. 100'
DRAWN B~~ DATE: OCT, ~ 2:005
CHECKED BY,...!lEA PROJECT NO.:~
FILE NO: 8289 ACAD NO: 8289-.528
Agenda Item NO.1 OH
June 24, 2008
Page 10 of 42
PRO..ECT: NO. 7599
PROXCT PARca NO: _'_'!.rl'1O
TAX PARCEL NO. 13
PageJt... of :J..
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
LEGAL DESCRIPTION
11fR.~/fi.ru."'L NOM-!ii-CLl(SCv/'i. .S'Lof:e if".IIS""/-.<~r
PARCEL ! 2. g- S 1'0
TfJA T PORTION OF TRACT M OF LEL Y GOLF ESTA rES, TRACT MAP. AS I'IECORDED
IN PLA T BOOK 8. PAGE 20. OF mE PUBLIC RECORDS OF COLLIER COUNTY.
FLORIDA, AND MORE PARTlCULARl Y DESCRIBED AS FOLLOWS;
COMMENCE AT THE MOST SOUTHERLY CORNER OF SAID mACT M, LEL Y GOLF ESTA TES,
THENCE NORTN 38 '59"0"' WEST ALONG THE SOUTHWESTERL Y LINE OF SAiD TRACT M,
FOR A DISTANCE OF 215.32 FEn TO THE ,DOINT OF BEGINNiNG OF THE HEREINAFTER
DESCRIBED PARCEL OF LAND;
THENCE LEA VING SAID SOUTHwrSTERL Y LINE RUN EASTERL Y ALONG mE ARC OF
A CURVE CONCAVE SOUTNERLY HAVING A ,~ADIUS OF 18.78 FEET, A CENTRAL
ANGLE OF 74'00'57"' A CHORD BEARING SOUTH 80':52'50"' EAST A CHORO
DISTANCE OF 22.61 FEn. AN ARC DISTANCE OF 24.26 FEn; THENCE SOUTH
38'59'10"' EAST 50.27 ITEr TO THE BEGINNING OF A CURVE CONCAVE
NORTHERLY HA VING A RADIUS OF 45.00 'EET. A CENTRAL ANGLE OF
91'25'52"' A CHORD BEARING SOUTH 84 '42'06"' EAST A CHORD DISTANCE
OF 64.43 FEET, AN ARC DISTANCE OF 71.81 'EET TO THE NORTHWESTERL Y LINE
OF A 100' WIDE DRAINAGE EASEMENT: THENCE NORTH 41'51'22"' WEST 28.02 FEU
TO THf BfCINNING ore A CURVE CONCA \IE NORTHERL Y HA VING A RADIUS
OF 17.00 FEET, A CENTRAL ANGLE OF 89'03'34"'. A CHORD BEARING NORTH
83'30'57"WEST A CHORD DISTANCE OF 23.84 Fru, AN ARC DISTANCE OF 26.42 FEET;
THENCE NORTH 38'59'10" wrST 67.19 ,EEr;
THENCE soum 51' 00'50" wrST 43.00 FEET TO THE POINT 0," BEGINNING.
I
!
PREPAREO BY:
.....
....
....
....
.....
.....
.....
:C:::' UNDAGE,IIIC.
Prol..UgMl ..ug1.llCU1l, p1a.n.nln, 0: ill.W1 BI.lTVllYCrs
c.w... c.lIDI,rlltlll\o &Oo,'_'~ InU, 1Intll: l\lplM, 71, aol"~ (g41)~9'.nll
.... =... :r"'A',:~::':'= ::~ =~..~ ~If...'t-' 71, ~ l::a::;:~
SHU-r 2 ore 2
GUY P. A
SCALE:
ORAY<N BY:
CHECKEO BY:...GEl>.
FILE NO: B2SQ
. P.S.M.
NO. 4390
BY:
DATE: OCT 3 2006
PROJECT NO,:...llii&=l
ACAO No:~28
t
I
I
TRACf M
LELYGOLFESTATES
TRACf MAP
PB 8. PG20
,
~
~Q.
'0'
"/
TEMPORARY
CONSTRUCTION EASEMENT
DURATION :L YEARS.
Agenda Item No. 10H
June 24, 2008
Page 11 of 42
EXHIBIT A
PIIoe. S of 2.. i
--
~
4'-$'
~"I'
0~
~'i'
<;l
Title: PARCEL 128TCE I Date: 06-03-2008
Scale: 1 inch = 80 feet I File: LASIP 128TCE.des
Tract 1: 2.522 Acres: 109866 Sq Feet: Closure = n463434e 0.03 Feet; PrcclSlon =1143885: Penmeter = 1334 Feet
OOl=s41.5831c 300 OOJ,,,n39.0620w 361.75 \r~8~JCe,~~r63~
002=s48.0129w 341.80 ~~9~~a..~~~~.s:I
DESCRIPTION OF PARCEL NO. I28TCE
That portion of Tract M of LEL Y GOLF ESTATES, TRACT MAP, as """o[dod in Plat Book 8, page 20, of the public
records of Collier County. Florida. and more particularly described as follows: Commence at the Northeast comer of said
Tract M, LEL Y GOLF E~'TATES. and nm South 89032')8" West along the North line of said Tract M, for a distance of
457.44 feet; thence South 28033'33" West 527.00 feet to a point of curvature of a curve concaved to the Northwest; thence
along the Arc of said curve havmg a radius of 970.00 feet, a central angle of 19027'56". a chord bearing South 38017'31"
West a chord distance of 327.96 feet. a distance of 32954 feet; thence South 4&001'29" West 400.00 feet to the Point of
Beginning of the hereinafter described parCel of land; thence Souib 41058'31" East 300.00 feet; thence Soutll 48001 '291\
West 341.80 feet to a point lying on the Northeasterly right..of-way line ofD.S. #41; thence along the Northeasterly right-
of-way line afU.S. #41 North 39006'20" West 361.75 feet; thence leavmg the said Northeasterly right-of-way line run
166.83 feet along the arc of a curve concave<! to the Southeast having a radius of 558.01 feet and subtended by a chord
having a beanng of North 5~7'36" East and a chord length of 16620 feet to the pomt of reverse curve; thence run
164.06 feet along the arc ofa curve concaved to the Northwest having a radius of470.00 feet and subtended by a chord
having a bearing of North 58"01'29" East and a chord length of 16323 feet to the Point ofBeginmng.
FOLIO NO.~nro(i't'O()Ol
EXHIBIT A
Page-k. of :J.{
-
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL NO,
7~~'1'c"
137
Agenda Item No. 10H
June 24, 2008
Page 12 of 42
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLlIER COUNTY, FLORIDA
SKETCH OF TEMPORA.RY CONSTRUCTION EASEMENT (NOT A SURVEY)
h,
1'V-+1/
/;/
<< 2i'~
TRACT M....
LEL Y GOLF ESTA rES
TRACT MAP
(P.B. 8, PG. 20)
@
TEMPORARY
CONSTRUCTION EASEMENT PARCEL f29rcE:-:\
DURATION J.. YEARSPR POSED 10' T.C.c.\ @
. I, ,SOU7HEASERLY1O'\ 4- i
--------------+-:1======= ----------,-
: N 48'01'29' E -.. ---- --.----
200.00
DRAINAGE EASEMENT
'@
@
S 48'01'29 W
200,00
VALLEY STREAM
'"
...
'" -
g ,~
8Ji
.
(O.R. 925,
PG. 254)
@
'"
SECTION 19, T'IIP. 50 S., RGE.
TRACT L
LELY GOLF ESTATES
TRACT MAP
(P.B. 8, PC. 20)
,~
PREPARED BY:
OB/'l/06 ADDEO BEARINGS
.....
..1111
....
.....
....1Il
.....
.....
:::::.: UNDAGE,lllCl.
1'I'Offl"~1:lI1lU ~~U~, PJa>U1ll:ta. I< UL:u1 1I'\1..~:nI
IloJl:Iooo C<ou>1t71 _". 100, 'I'~~ ~)(....u., :11_, no "ua {~1\1l~~':,U
~ ~ ':oIJ.~ ~~'=f'oU ':-~ no ~ !:1==~
0l/n/06
10' T.e.E.
03/27/06
PEPPER WOOD CONDO
Phase 1
POINT OF
I BEGINNING
DR! (PRIVATE
. ROAD)
I~
c;.\~
'" '"
'" '"
g~
'"
@
TRACT A
LEU GOLF ESTATES
TRACT MAP
(PH 8, PC, 20)
SHEET 1 OF 2.
BY:
GUY p, ADAMS, P.S.M.
SCALE: 1" '= '00'
DRA"NN 8Y:~ DATE: ,:U1Y'Hi ?nn?
CHECKED BY:.J;1EA PROJECT NO.;~
FlLE NO: 82B9 ACAD NO: R?'BP;..729 i 1
NO. 4390
EXHIBIT A
Page 7 of27
--
Agenda Item NO.1 OH
June 24,2008
Page 13 of 42
PROJECT: NO. 7~qq
PROJECr PARCEL NO: (?Q rL-E,
TAX .pARCEL NO, 137
SECTION 19, TOWNSHIP 50 SOUTH, F~ANGE 26 EAST
COLLIER COUNTY; FLORIDA
LEGAL DESCRIPTION
PROPOSED. 10 FOOT TEMPORARY CONSTRUCTION EASEMENT
PARCEL 129'lU'.
THE SOUTHEASTERL Y 10 FEET OF THE FOLLOWING DESCRIBED
LAND;
THA T PORTION OF TRACT M, LEL Y GOLF ESTA TES, TRACT MAP,
RECORDED IN PLAT BOOK. 8, PAGE 20, PUBLiC RECORDS OF
COLLIER COUNTY. FLORIDA, DESCRIBED AS;
COMMENCE AT THE NE CORNER OF SAID TRACT AND RUN S 89'
32'18" W ALONG THE NORTH LINE OF SAID TRACT M FOR
457.44 FEET; THENCE RUN S 28'33'33" W POR 527.00 FEET TO
A PO/NT OF CURVATURE; THENCE RUN 329.55 FEET ALONG THE
ARC OF A CURVE CONCAVE TO THE NORTHWEST HA VING A
RADIUS OF 970.00 FEET AND SUB TENDED BY A CHOi=lD HA VING
A BEAR/NGOF S 38'17'31" W AND A LENGTH OF 327.96 FEET
TO A PO/NT OF TANGENCY; THENCE RUN S 48"01'29" WA
DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING (POB)
OF THE DESCRIBED LANDS.
FROM THE POB, RUN S 48'01'29" W POre;; 200.00 FEET; THENCE
RUN S 41"58'32" E FOR 300.00 FEET; THENCE RUN N 48'01'29"
E FOR 200,00 FEET; THENCE RUN N 41'58'31" ',Iv FOR 300.00
FEET TO THE POS. Cont~i.ni:ng 2,000 Sq. Feet; more or ].e.~s.
TEMPORARY
CONSTRUCTION EASEMENT
DURATION 2 YEARS.
,l~"'lI 'j; 'ljM~
i:""""~;(<"::",--, :~""... r"~....,,.,..-:~.
~- .-~ ,~.~.>'.'.. "" "
2; <.'5
'--'. f":'
- ."J! ~.: o...w
" -i....
\ ";~ "'0,,: t;. :~~_ ~:::
, .""
~""" ,"~".
.;....;.f
'"
'J'~',rl"1 "<' \,. ..,,'
~~,\
PREP ARED BY,
n
'J
i
BEARINGS ARE BASED ON THE.. LELY GOLF ESTATI:S TRAC MAP
PLA T 800K B. PAGE 20. COLLIER COUNTY. FLORI~ I
......
:::a NOll
Ill....
~~:::: ER &
......
n:::: RUNDAQE,~,
Fro1elu:u>nlU .n~ll:>8OJn. pJ.e.nnl~, 6(. lll.1:Ilt .u.1'V6yct"11
e.IIl....Q.""lJIlIII,l..ZQO ,.._..............,:T<o1I.ll..-u.'1l.~I..,n.....1011"':lI07-4lU
.... c.....~ >>1<1.. 101. 10111::a-ur ~.L, lon:lr1'mo, JL nll(ll NI)8IT_H11
\ldUlI..to.1 ""t~.rl"'U""l<...Ul_",,' D ~ r_ K,l~
01/11/06
10' T.C.E.
03/27/06
SHEET 2 OF 2"
BY,
NO. 4390
DATE: ,llll v 16 ?DO?
PROJECT NO.:~
ACAD NO: 8289 729"; ~
".
EXHIBIT --1L-
PageL.. of.2J...
PROJECT: NO.
PROJECT PARCEL NO:
TAX P ARea -NO,
7?99
~o.,....(.,~
~ :11?
Agenda Item NO.1 OH
June 24,2008
Page 14 of 42
SECTION :9, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKETCH OF TEMPORARY CONSTRUCTION EASEMENT (NOT A
TEMPORARY
CONSTRUCTION EASEMENT
DURATION :L YEARS.
SURVEYl}!;.
\),,:
,
!1/- + f
~<,;.'
""
,:>"
@9
PEPPER WOOD CONDO
Phose 1 Phose II
POINT OF
BEGINNING
S 48'01'29" W
200.00
(PRIVA TE ROAD)
@
'^
...
0\
~ 0>
@ 8 fd
'C;J o.
o '"
TRACT M
LELY GOLF ESTATES
TRACT MAP \
(P.B. 8, PG, 20) I
G
e
"
:!;
"
!:!! 5-
15 -
, .
8 "
(O.R. 497,
PG. 889)
@
,SOUTHEASTERLY 10'
--~~~~-I~~~-N~~r~=
PROPOSED 10' T.eE 1 DRAINAGE EASEMEN'
,
,
RGE. 26 E.
SECTION 19,
@
TRACT L
LEL Y GOLF ESTATES
TRACT MAP
(P.B. 8, PG. 20)
TRACT A
LEL Y GOLF ESTATES
TRACT MAP
(P.B 8, PG. 20)
,PREP ARED BY:
OB/21/06 ADDED BEARINGS
.\.....
:::: GNOU
.....
.....
. ...... B~R &
......
. :::.:::. UNDAGE.lm.
IPl'Qle.fionB,1 Ingin..,", pa.nn~nI, & laDlI 1l'Ul'"\l'e}'cra
'Oalll.o:r c.....~ .~... ,00., 'l'loW.10U\lat1U 'l'r&Jl. }IorU1, 1I"l", Tlo ~101 l"'n)lin~~1I1
iw, :.14 :rl~~;;':= ::~ ~...~ r:;;:::o. 11. u:: l:::=:~ I
01/11/06
10' T.C.E.
03/27/06
BY:
.' "
@
@J
\
\
\ .,.,.
. .
\
\
\
\
\
---
./
I
/
/
I
/
/
/
/
I
i
SHEET 1 OF 2
GUY P. ADAMS, P,S,M. NO. 4390
SCALE.: 1" 1GO'
DRAVv'N BY:-->IAL DATE: ,IUI Y 15 7002.
CHECKED BY:~ PROJECT NO.:~
FILE NO~ 8289 ACAD :NO: R289 730'
~
EXHIBIT..iL
Pageiof').i
Agenda Item NO.1 OH
June 24, 2008
Page 15 of 42
i PROJECT: NO.
t PROJECT P ARca NO:
. TAX PARCEL NO,
7~g.,..C'"
13.12
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COlLIER COUNTY, FLORIDA
LEGAL DESCRIPTION
PROPOSED 10 FOOT TEMPORARY CONSTRUCTION EASEMENT
PARCEL 1'30iuc.
. THE SOUTHEASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND;
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT M. LEL Y GOLF
ESTATES, AND RUN S 89'32'18" W, ALONG THE NORTH LINE OF SAID
TRACT M, FOR 457.44 FEET; THENCE RUN S 28'33'33" W, FOR 527.00
FEET TO A POINT OF CURVATURE; THENCE RUN 329,55 FEET ALONG THE
ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
970.00 FEET, AND SUB TENDED BY A CHORD HAVING A BEARING OF S 38'
17'31" W, AND A LENGTH OF 327.96 FEET TO A POINT OF TANGENCY AND
THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL OF
LAND;
THENCE RUN S 48'01'29" W, FOR 200.00 FEET; THENCE RUN S 41'58'31"
E, FOR 300,00 FEET; THENCE RUN N 48'01'29" E, FOR 200.00 FEET;
THENCE RUN N 41'58'31" W, FOR 300.00 FEET TO THE POINT OF
: BEGINNING. Conta:l.ning 2~OOO Sq., Faet,..lllore or ~ess.
TEMPORARY
CONSTRUCTION. EASEMENT
DURATION 2 YEARS,
;.<:::::\C~-~~,. .-
,;:.""';'I'H)j'~"II.
.,.
,..~,::;.,
,'j '':'.
. .
,,-\
,PREP ARED BY:
a
BEAR/NGS ARE BASED ON 7HE LELY GOLF ESTAlES TRACT IJ~
PLAT BOOK S, PAGE 20, COLLIER COUNTY, R.OR/VA
SHEET 2 OF 7"
\::::-
---
....
.....
.....
. ......
\:::::.:: UNDAGE.-.
ll'rolonloDDJ.lIngln&on,pUl.lUIJiIn, t( lIUW.lS'J:nIjyon
~~~ ltol... .IOCI,t'",,-~~~>I_,l1r"111O! (M~}llrt..&lU
;u..0n;Il.l:;r! lIozL\olflt,-U.:~atnci, _*-n.'_t(IQl='f-~111
_\4"~lI_~_oDOlDu.u. :ru:>ltol.I)NO-_
0\/1'/06
.10' T.e.E.
03/27/06
BY:
GUY P. ADA S, P.S.M, NO. +390
SCALE:M
DRAWN BY: DATE: ,IUI y 15 2002
CHECKED BY: PROJECT NO,:~,
FILE NO: 8?!'l9 ACAD. NO: 8789-730
c.
EXHIBIT IJ
P'age.L!2- of 2i
-
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL NO.
7filili
131 7'<:.r-
1~ 10
Agenda Item NO.1 OH
June 24, 2008
Page 16 of 42
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, PLORIDA
SKETCH OF TEMPORARY CONSTRUCTION EASEMENT NOT A
'"
:!:
",",
'" '"
TRACT M " c1
LEL Y GOLF ESTA rES 8 -.
TRACT MAP "'
(P.B. 8. PG. 20)
M \ @9l
\ ~ '
I SOUTh'EASTERL Y 10 _ _
J I r --..-
,.,---..:::::' -
------------- --T=:l:'--~ PARCEL (31 '(ce:
CQNST~~~tg~SEMENT PR()P!!~m 10' T.CE
\ DRAINAGE EASEMENT
i
TWP. 50 S., RGE. 26 E. /
TRACT A //~ ~'(y'v!..
LEU GOLF ESTATES / 6 "{j<Y~ /"
T.'lACT MAP / '\{? "-.. //
(P.B.B. PG. 20) / I
TEMPORARY
CONSTRUCTION EASEMENT
DURATION :2. YEARS.
PEPPERWOOO:CONOO
Phose 1 . Phose Ii
POINT OF
BEGINNING \
C1
VALLEY STREAM
@
\
@
@
(O.R. 527.
PG. 746)
\
CURVE TABU:
CUR\oE' oaT", RADIUS ARC CHORD O1ORD BEA.~iN"
C1 9"-'3'~. 1t7o.001fH.77 l~ S 43W'JD. W
C2 S"4J'I5, 1270.00 :lH5.73 215.1j:7 N 43'09'30" E
PREP ARED BY:
08/21/05 ADDED BEARiNGS
......
:saa NOLI
C....!
.... ER &
.... .
::.{::: :QNDAGB,lJICI.
.Froullllioll,DJ. 8IJ4Pn"UZl,. pl.l:Umlll.'ll, ~ ianll. ~unayon.
::U-~\1l =~','T~_~~1l~1I=~~~ \::i~r;::m
~<It~-'Llto4I<O........_ ru.(O.U)6M--1Ol:ll:l
01 (11 (oe
10' T.C.E.
03(27 (05
SUR\!F'Y "
GP ,.
4' ',',
~:.,~ .
.;y'
SG'"
REGENCY woqos
'\ CONDO
\ Phose II
\
(PR\VA;f
DR. ROp., .'
@J,
BUCKEYE
PALMS
CONDO
Q
Q~
i:
\
SHEET 1 OF 2"
SY:
GUY Po ADAMS, P.S.M. NO, 4390
SCALE: 1- ::t; 1 DO'
DRA\\'N BY:~ ~ATE: ,JU\Y.16 .700:7-
CHECKED BY;.JiE.6, PROJECT NO,; 7599 ,.
FILE NO: ?'7Bg. ACp-D NO: R2B9 73t \
EXHIBIT A
Page..J.L of...2l
Agenda Item NO.1 OH
June 24, 2008
Page 17 of 42
PROJECT, NO.
PROJECT PARCEL NO'
TAX PARCEL NO.
7.599
r~1nE.
1310
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
LEGAL DESCRIPTION
PROPOSED 10 FOOT TEMPORARY CONSTRUCTION EASEMENT
PARCEL 131 TCG-
THE SOUTHEASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND;
THAT PORTION OF TRACT M, OF LEU GOLF ESTATES, TRACT MAP AS
RECORDED IN PLAT BOOK 8, PAGE 20, OF THE PUBLIC RECmDS OF THE
PUBLIC RECORDS OF cOLLlm COUNTY, FLORIDA AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS;
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT M, LEU GOLF
ESTATES, AND RUN S 89'32'18" W, ALONG THE NORTH LINE OF SAID TRACT M,
FOR 45744 FEET: THENCE RUN S 28"33'33" W. FOR 527.00 FEET TO A POINT
OF CURVATURE: THENCE RUN 164.77 FEET ALONG THE ARC OF A CURVE
CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 970.00 FEET, AND
SUBTENDED BY A CHORD HA VING A BEARING OF S 33"25'32" W, AND A LENGTH
OF 764.58 J='EET TO A POINT ON THE CURVE AND THE POiNT OF BEGINNING OF
THE HEREINAFTER DESCRIBED PARCEL OF LAND:
THENCE RUN 164.77 FEET ALONG THE ARC OF A CURVE CONCA VE TO THE
NORTHWEST, HAVING A RADIUS OF 970.00 FEET, AND SUB TENDED 8Y A CHORD
HAVING A BEARING OF S 43'09'30" W AND A LENGTH OF 164,58 FEET TO A
POINT OF TANGENCY: THENCE RUN 5 41'58'31" E FOR 300,00 FEET: THENCE
RUN 215,73 FEET ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST,
HAVING A RADIUS OF 1270.00 FEET, AND SUB TENDED BY A CHORD HAVING A
BEARING OF N 43'09'30" E, AND A LENGTH OF 215,47 FEET TO A POINT ON
THE CURVE; THENCE RUN N 51'42'29" W, FOR 300.00 FEET TO THE POINT OF
BEGINNING; Contai.i1ing 2..004 Sq. FeeSmore or less.
"'jl:1~'i'
.>,." \ \ . ,..t' ~ :,1, . ~'I;':", ,', " ~, '~l:...
.'_..."~\,,,,",," .
'.' ~
.:.....:'."~
',;.,', " ~
~'~', 1,-'-:
i.
i:
, 'I'
",.'
TEMPORARY
CONSTRUCTION EASEMENT
DURA r'9N 2 YEARS.
'i'j" B;
.~..:>
c,.
-:,~~, ~ ;-:: .I..~:':..
~ ,,~'?;....... :;.~ -:.P. ~
,,'-:0 ~~~""~'I""~~~~'~:'"
"" -." ".' ""-'S,S'\
"'j '-'
:l.fl~~j~l~~:: ,."
\
\
.....
...11I
....
.....
::.:~: ER &
......
:::::: RUNDAGE,lKO.
Prot.nlOl1IIl SUClU.l!lnl,. p:s.nn..n:, I>< lann SUl"fUyon
~olll.. I:o~ ""1.0 tllll, 'NOll ,...w..I1'ro.!1o Ilorihr Kq.....n. a.l.lUI (~OI"1-41U
Lo. =~lo ~..::u;:~:=:::"Z.="uol-r:~.n, ~ l:g;:::
1
BEARINGS ARE BASED ON Tf{E LEL Y GOLF ESTA 1E."S TRACT !.I/ J
PLAT BOOK 8, PAGE 20, COLLIER COUNTY. FLORIDA 11
08/2+/06 AOOEO CAPT10N .
'I
SHEET 2 OF' 2"
PREP AREa 8Y,
01/11/06
10' T,C.E,
03/27 06
BY:
GuY P AD 0,\ P.S,/,/, ~O, +390
SCALE: N T S! "
DRAWN BY:~ \ DATE: ,IU1Y 16 2002
CHECKED BY:~ \PROJECT NO.,~.
FILE NO: R?A~ 'ACAb NO: 8289-7:"11 i.:
EXHIBIT-LL
page-11- of 1"7
Agenda Item NO.1 OH
June 24, 2008
Page 18 of 42
PROJEC1: NO.
PROJECT PARCEL NO,
TAX PARCEL NO,
7~~T""
134
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLlIER COUNTY, FLORIDA
SKETCH OF TEMPORARY CONSTRUCTION EASFMENT (NOT A
TEMPORARY
CONSTRUCTION EASEMENT
DURATION 2 YEARS.
SURVU)
A~
~'J-" ~\
<;:::./.\>=. ",'
sc~1Y
Phose 1/
I
/
I
I
@
PEPPER WOOD :CONDO
Phose 1
REGENCY WOODS
CONDO
Ph ase 1/
Ph ase 1//
@
01
POINT OF
BEGINNING
@
@
I
VALLEY ST.R (PR/VA TE
..... EAM DR. ROAD)
'"
~ ~
p ~
1Sti'
,
'"
I
BUCKEYE
"ALMS
CONDO
DB
(O.R. 1432.
PG. 1467)
VALLEY STREAM
"'COURT INC. CONDO
'"
~~. @l
c ..
C '\ TRACT M
"ltLY' GOLt.. EstA TES'
TRACT MAP
(P.B. 8, PG. 20)
@l
TEMPORARY
ONSTRUCTION EASEMENT
I rSOU1HE:ASTERL Y 10'
--...l.
T-i= C2=~ ----------
I DRAINAGE P /;,',CE1.132 La;
I.EASEMENT PROPOSED 10' TCE
SECTION 19, TWP. 50 S., RGE. 26 E.
,/
TRACT A .--,/
LELY GOLF ESTAjES
TRACT MAP
(P.B, 8, PC. 20)
,////\ /.--~- liT Y GOLF E'5TA TES UNIT 1
/ c. /,// \' (P.B S,\PG. 49)\
// ~ \ @ @ ,@ \ @
'dl CUFi~ TABlE I
.--' CUR>,!' DELT" RADIUS ARC CHCRO CHMO BE:AAtNG
G1 9'043'.57'" 970.00 tlU.77 184-.~ S J..1'2S'J.2- W
C2 g'4J',57" 1.210.00 .215.73 21a.47 N 3J'2.5'~. f:
PREP ARED BY,
OB/21/06 ADDED BEARINGS
01/11/06 BY'
10' I.C,E,
SHEET 1 OF 2
.....
....
....
......
...11I.
.....
......
:::::. UN!lA.G-E.....
l'raf1l..l.onA.ltlJl&1U"qn,~,il.;l4J1d..lI\ll"'V1:1:J0111
t!GIlUo'''-'"l:;rl hltoo)OO, 'I'w,_l'no1l, _ "'_ l"tWlllll (UI)lWI-.IU
l-. ~..... .....too 401, U. -..,. 8ttMt, r.;; >>-. n _I (W)~'-'illll
~..r~"""13_ar.dD_ l'u:l.(Nl___
0327 DB
GUY P. ADAMS, p.S.M.
SCALE: 1- "" 100'
DRAWN BY:~ DATE: .1\1\ Y 15 ?no?
CHECKED 8Y'-!leA PROJECT NO.,...ISJl2=1.
FILE NO: R7R9 ACAD NO: F!?F!9-7~?~-r:
NO. 4390
EXHIBIT H
page.J1... of 27
Agenda Item No. 10H
June 24, 2008
Page 19 of 42
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL 1,0,
7599
Q2..,..""
,:;4
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
LEGAL DESCRIPTION
PROPOSED 10 FOOT TEMPORARY CONSTRUCTION EASEMENT
PARCEL /32 TO;
THE SOUTHEASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND;
THA T PORTION OF TRACT M, OF LEL Y GOLF ESTATES, TRACT MAP. AS RECORDED
IN PLAT BOOK B, PAGE 20, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA AND MORE PARTlCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT M, LEL Y GOLF ESTATES.
AND RUN SOUTH B9'32'lB" WEST, ALONG THE NORTH LINE OF SAID TRACT M,
FOR 457.44 FEET; THENCE RUN SOUTH 28'33'33" WEST, FOR 527.00 FEET TO
THE POINT OF BEGINNING OF THE HEREINAFTER DESCRiBED PARCEL OF LAND;
THENCE RUN 164,77 FEET ALONG THE ARC OF A CURVE CONCAVE TO THE
NORTHWEST, HAVING A RADIUS OF 970.00 FEET, AND SUBTENDED BY A CHORD
HAVING A BEARING OF SOUTH 33'25'32" WEST, AND A LENGTH OF 164,58 FEET:
THENCE RUN SOUTH 51'42'29" EAST FOR 300.00 FEET; THENCE RUN 215,73
FEET ALONG THE ARC OF A CURVE CONCAVE TO mE NORTHWEST, HAVING A
RADIUS OF 1270.00 FEET, AND SUB TENDED BY A CHORD HAVING A BEARING OF
NORTH 3S25'32" EAST, AND A LENGTH OF 215.47 FEET; THENCE RUN NORTH 61
'26'27" WEST, FOR 300.00 FEET TO THE POINT OF BEGINNING, Containing 2,157 Sq.
, Fee~ more or le.ss.
TEMPORARY
CONSTRUCTION EASEMENT
_DURATION 2. YEARS.
,.,~HtH'llr..
';;(~f!J~~>\\i
~ _,"' ..;.11 ""...,_ .-', \...'> ~ -. .':"'
.~, ,",' """"'''<o.~~"..:..,'~:::.,_...",h >'
""'~r:..,,(;(,}:_ R(':::-:':'\~'""
/'1~Hl""""
- -~_ ~ :~~W'
PREP ARED BY:
;l
Ii'
BEARINGS ARE BASED ON THE LEL Y GOLF ESTA rrs TRACT I.J~
PLA T BOOK 8, PAGE 20, COWER COUNTY, FLORIDA II
I SHEET 2 OF 2,
.....
.....
. ....
.....
.....
..11..
......
:::::: NDA.GE,-.
Pro!8UlGl:1al .nglnu1"lI, pllUUlAlo'lI, ~ Ia.nd. Wn'lIyan'
c._ _.." lIIiIl... _,.,~ _omI ~ !lur'I).r 1I~,"",:n, MlGG (~U)6g'f-~IU
.... :~.." :;'J.~~~:~:::~ ";::t...~ ~ ~....., n. S=1~ I::~~~
01/11/0.
10' T.C.E.
03 27/06
BY:
\
GUY p, ADA ,P.S.M. NO. 4390
SCALE: ~
DRAWN BY; \OATE: ,JUt Y 16 2002
CHECKED BY:.J2.EA \PROJECT NO.:~
FILE NO: R?:89 ~CAD NO: ,8289-73?::
,\
\
\
\
,/;,
.,
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL NO,
7~~ rce
132
EXHIBIT )1
Page I U-: of 2,
Agenda Item NO.1 OH
June 24, 2008
Page 20 of 42
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKETCH OF TEMPORARY CONSTRUCTION cASEMENT (NOT A
TEMPORARY
CONSTRUCTION EASEMENT
DURATION 2 YEARS.
SURVEY)
.A/~
.'j/' ,00
~""
~c,\-'i:'
TRACT 1.1'
LELY GOLF EStATES
TRACT MAP
(P.B. B, PG, ;20)
PEPPER WOOD
CONDO
Phase /I
Phose /I
"'",
. ''''''''
BUCKEYE
PALMS
CONDO
0)
---
TEMPORARY
CONSTRUCTION EASEMENT
@
\
Phose IV \\\
REGENCY WOODS
CONDO
Phose /II
POINT OF
BEGINNING \
400.:oD' IpRIVA TE I
VALLEY STREAM: DR. 'ROAD)
\
\.
\. ....................................................... ..... ..............
\ ~S~ mo
VALLEY: STREAlfi CONDO
b COURT INC, CONDO b
It ..........i~~~j,)j \
. I
:SOUTHEA:_~~~O' ______l. I.
\ 'T 400:00'--~=-PARCEL~\'
\ DRAINAGE EASEMENT , pp.OPOSED' 10' T,CoE. . .
\
@
SECTION 19, TWP, 50 '" RGE. 26 E, \
~"
1.10' FP&L EASEMENT >~
0
",,0,
7U"\~
..L ~."
~- '1;.
LEL Y GOLF ESTATES UNIT 1 I ~7,"~
\ I
\ \ (P.B. SfG. 49) \ / '" \
@ @ @\@I @) @
PREPARED' BY:
SHEET 1 OF 2
......
:.~~:. , GNOLI
..IIl..
.:n~~ ARBER &,
......
Q::':~. RUNDAGE,lH'"
Pro!nd(ll1l!.l enginunl, pl"'nl>dn, I<; i..nd 8UI"'f'll.YOn<
Qow..'_\o'lIN1t..ROG,11.Oll"UIllUll.(tyoll.,,~.rth(lt.l'l..,l!.:Ul~.(,,",()~.7-';.1I
14. c..mln IIdIo ..1, 1_.~ .......\, r__,n.as""t (""I')O."~~'Ul
g.~o.I.o .t ~..lII'>ri>.~\ho. No.. U "~ ""~ D ~ 1." (...1)6U-UtlS
, 01/11/06
10' T.C.E.
03/27/06
BY:
GUY p. ADAMS, P.S,M, NO, 4390
SCALE:: 1 fI = 100'
DRAWN BY:~ DATE: ,nllY '\7.?:DD?:
CHECK~O EY:....QE.A PROJECT ~O.: -7F,99-1 .
~lI_E NO: 5259 ACAD NQ:---.az~:\i
..
, {
EXHIBIT -1L
Page 1;- of J. 7
--
Agenda Item No. 10H
June 24, 2008
Page 21 of 42
PROJECT, NO.
PROJECT PARCEL NO:
TAX PARCEL NO.
7f~~ TC"-
13,7. '
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COlLiER COUNTY, FLORIDA
lEGAL DESCRIPTiON
PROPOSED 10 FOOT TEMPORARY CONSTRUCTION EASEMENT
PARCEL r 33 Tee
THE .SOUTHEASTERL Y 10 FEET OF THE FOLLOWING DESCRIBED
LAND;
THA T PORTION OF TRACT M, OF lEU GOLF ESTA TES, TRACT
MAP, AS RECORDED IN PLAT BOOK 8, PAGE 20, OF THE
PUBliC RECORDS OF COLLIER COUNTY, FLORIDA AND MORE
PARTlCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NE CORNER OF SAID TRACT M, LEL Y GOLF
ESTA TES, AND RUN S 89'32'18" W, ALONG THE NOeTH LINE OF
SAID TRACT M, FOR 457.44 FEET; THENCE RUN S 28'33'33" W,
FOR 127,00 FEET TO THE POINT OF BEGINNING OF THE
HEREINAFTER DESCRIBED PARCEL OF LAND;
THENCE RUN S 28'33'33" W FOR 400,00 FEET; THENCE RUN S
61'26'27" E, FOR 300,00 FEET; THENCE RUN N 28'33'33" E,
FOR 400,00 FEET; THENCE RUN N 61'26'27" W FOR 300,00
FEET TO THE POINT OF BEGINNING; Containing 4.000 Sq, Fee,!:; more or less.
\
TEMPORARY
CONSTRUCTION EASEMENT
DURATION '2 YEARS.
--
-,-
:: __7,- ..~~:,":-,..
,., -
_. . ..
.. ,
-. ..
-. -
~... ..
.. - -
-..
.
..
....~
::::~ GNOJJ
::~::, .
~~:~:lIl~J3ER &
... .-
...=.1Il RUNDAQE.~
Prof""lllonu e.ngin'Onl, pbuw.lII'll, << ll,nd alU'v$,.ora:
OoUl'~Co=>1l"'U"_"'OO'l>>a1>=i'1rL\l,)I.,.u")l.,,,".n.Ml.lJl!l...t)n'-'lll
.... ~1IAl.tt nu.. 101, 161ll Jl..w, _... to" Jqon. n. ~'lO1 "'I)I'T-I~H
<'l...u.tt-I.o '" .lJ:IAoAUlt....'Il..,.IJ1 _ In<l. n ~ '1_ ~~_I
~
I
i
aEAR1NGS ARE BASED ON THE LRY GOLF ESTA1ES TRAcrl AP
PLAT SOOK 8, PAGE 2,0, COLUER COUNTY. FLORIDA I I
, SHEET 2 OF 2
01(11(06 BY: \ Ail
10' - C E GUY p, A\J~~ , P.S,M.
I", SCALE, NT'
03/27/06 DRAWN 8Y:~,=, DATE: ,nllY 17, ?CO?
CHECKED BY:_~ PROJECT NO.: 7599 1\
-I FILE NO: 8289 ACAD NO: 8289 7331:.
PREP ARED BY:
NO. 4390
\
,. ~:
EXHIBITL
page-ii of n
-
'.
'ROJECT:NO; ..
PROJECT PARCEL NO:
TAY. PARCEL.Nq,
759E'
l SI+!bItf.;.%'
1~1 "
Agenda Item NO.1 OH
PERPETUAL.; NON.EXCLUSIVE June 24, 2008
w:.cess, DRAINAGE AND Page 22 of 42
SEC:TION 19, TOWNSHiP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKETCH OF ~MCk:~ IJl,. Mg5 (NOT A SURVEY)
CHORO BEARING
s 0.3'59'24" E
N 21'18'43" W
\ UNE
~
\\
CURVE
C1
C2
CURVE TABLE:
RAOIUS ARC
55.00 81.4-5
75.00 80.33
CHORD
74.21
88.73
.DELTA
84051'08"'
61'22'04'"
@9\
REGENCY WOODS
CONDO
Phase III
I
Phase IV
,
(PRIVATE
ROAQ)
\
VALLEY STREAM DR, \
TRACT M \
LtLY GOLF ESTATES .
TRACT MAP '\
(P.B. 8, PG, 20) _
VALLEY STREAM @ \~
COURT IN . CONDO '"
(O,R, 618,
PG, 1729) @
\
i
@
\
\
@
AREA=2,B02 SQ. FT. :t
127,00'
.A.'~
.'j/' ,0
~,~~9
I't>.,\,.t;.
So'
'<JNE l'A8l~
lENG~H
28,83
33,81
81.0B
149.83
',3.04
BE.ARING
S 89'39'2.7" W
S 46'2~V58'1 E
S 38'2614311 '((
S 43'35'02" W'
N 48'2,4'58" W'
2130,
1008
VISTA RIO
CONDO
@
(O.R. 794,
PG, 1467)
PARCEL i 3&'/)11"'<
l.c. \(!)
oZ
z
f-'Z,
~~
Q,QJ
91.40'
'1<;;'<7
oJ E
\
\ORAINAGE EASEMENT
, SECTION 19, TWP, 50 $" RGE:. 26 E.
-- \-~ - ---- -- -\;---- --\- -- - -- -- -.6g~~E~6EMENT .
110 FP&t EASEMENT mACT B NORTHEASr-cORNER
\ \ '. \ OF TRACT M
\
L'ELY GOLF' ESTATES ~~~T 1\ - - IEL Y GOLF ESTATES UNIT 1
\ (p.B.18, PG. 4,,)/ \ ::0, (PB 8, PG~9)
\@\ @)/ @7~~ CD \ CD
%'i-
'"'1;.,70
';<'
PREPARED BY:
, ....li3
:, ~:~:'GNOLI
.:11I.....
'.II:..ll
!, ~:~~:,.&:13ER &
,......
...... UNDAGE,lIlo;
Jlr.ol,utonll,1 ,,;nglIi..,rlI,;"ple.nnan. .i.: J.1Ul.d su.rveyon I
e.u;...~......v> hi'" J<lO, 'I"""" 7~~oJl., NoMI llq1o<<, n. '-Iola' (u.<1>'1_,Ul \
to. ~~oJ,o ~};:~~a::~:~~ot.lII<I 'Dn~, r..~1'v:.~ l;U~~ \
04(~O!08
LJ
--
SHEET 1 OF 2
aY'
GUY'. ADAMS. P,S,M, NO, 4390
SCALE: '1~ '"' 1001
DRAVlN BY:.....l!Ati- D,ATE: MARCH 25 ?OOPr
I CHECKED aY:~ PROJEOT NO,:...1QBJl::l'
i .FILE NO: 5289 ACAD NO: R2R9~R3,A.:
.
EXHIBIT ;4
Pagefl.. of ?7
Agenda Item No. 10H
June 24, 2008
Page 23 of 42
, \
'.ROJECT, NO;, .
'ROJECT PARCEL NO,
fAX PARCEL'NO.
19Jtl'A-M~
1:<1
SECTION 19, TOWNSHIP 50 SOUTH, RANGE' 26 EAST
COLLIER COUNTY, FLO,c=(IDA
LEGAL DESCRIPTION
PARCEL l'S Lf.bAM~
PERPETUAL, NOO-EXCLUSIVE .'
w:ass; D1WNAGE AND
MAINTENANcE EASEMENT
THA T PORTION OF TRACT M, OF LELY GOLF ESTATES, TRACT MAP, AS
RECORDED IN PLAT BOOK B, PAGE 20, 'OF THE RECORDS OF COLLIER
COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT M, LEL Y GOLF
ESTATES, AND RUN S 89'39'27" W, ALONG THE NORTH LINE OF SAID
.\ TRACT M, 11.9.07 FEET TO THE POINT OF BEGiNNING OF THE HEREINAFTER'
DESCRIBED EASEMENT;
\THENCE CONTINUE S B9' 39'27" W ALONG THE NORTH LINE OF SAID.
TRACT M,28.83 FEET; THENCE RUN S 46'24'5B" E, 33.B1 FEET TO
THE BEGINNING OF A CURVE CONCA VE WESTERLY HA VING A RADIUS
OF 55. DO FEET,. A CENTRAL ANGLE OF 84 '51'OB", A CHORD BEARING OF
SOUTH {)3'59'24" EAST A CHORD DISTANCE OF 74.21 FEET, AN ARC
DISTANCE OF 81.45 FEET; THENCE SOUTH 38'26'43" WEST, B1.0B FEET TO
THE NORTHWESTERL YLlNE OF A DRAINAGE EASEMENT;
THENCE NORTH 43'27'53" EAST, 149.B3 FEET TO THE ARC OF A
CURVE CONCAVE WESTERLY HAVING A RADIUS OF 75.00 FEET, A
CENTRAL ANGLE OF 72'31'39", A CHORD BEARiNG OF NORTH 21'18'43" WEST
THENCE NORTH 46'24'58" WEST; 13,04 FEET TO THE POINT OF BEGINNING.
Couta.:in:ing 2...902 Sq. Fee,? more or lese.
,...,.
.~../' ~,
"" ~..~.". :'~'7"-:.
--
, .
...: -~. ::..
. -. = ,:::, (.... .
<.~...
fl'
I
I
,/
~'-~~' -
.'
PREP ARED. BY:
SHEET 2 OF 2.
"WX.Jl
; saaa Non
. ~::~!." :BER. &.
':l~:'=~~
........Il UNDAGE,;m.
. l'rof...umo.l. eJJ.iUlu:t'll, plannarl. t.l'la,nQ, 1I\lJ:"YO~n
~~ hl.\c #Xl, 'l~,~'t...u..~'X~,:n. Ml,Dll \N1)ili'f~W1
.t.ot.o._lo'l ,lJoAl.ol~l.~QI-"''III-ri.. ,~~,)t,'_1(U1)li11""Ul
~i..ool'~l(....I.IiIoaM.u4J1;_ J'a>:l(K!~
04/10/06
BY:
s! P.S,M.
NO, 4390
GUY P,
SCALE:
. ORAIIN BY:
CHECKED BY:
. fILE NO: R?89
DATE~ I.lARCH?R 7.00B
PROJECT NO.: 75QQ 1
3"
ACAD NO: B28\7:l-B A.A ~.
.-,~.,---. .
1;,
EXHIBIT A
Page~ of 2.7
Agenda Item NO.1 OH
June 24, 2008
Page 24 of 42
PROJECT: NO,
PROJECT PARCEL NO:
TAX PARCEL NO,
75~~
I j.l+ PE:.
13.1
SECTION 19, TOWNSHIP 50 SOUTH, ,I=(ANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKETCH OF' DRAINAGE EASEMU,fT (NOT A SURv'f"Y)
CURVE
01
DELTA
61'22'04."
CURVE TABLE
RADIUS ARC CHORD
75.00 80.33 76.55
CHORD BEARING
S 15'43'55" E
A~
:,1/'. ,,0
~."
sG'oJ.:' "
\
\ .
@
\ \
\
\
\
@
ViSTA RIO
CONDO
@
(O,R, 794,
I PG. 1467)
\ DARCEL IsLrDE'.
\ AREA=3, 738
LINE
e1
L2
UN!:. tABLE
LENG1H 3EAR1NG
13.Q.f- S 46'24'56" E
115.04 l-l 43'27'53" E:
REGENCY WOODS
CONDO
Phase IIi
Phase IV
\ " (PR~~~~E VALLEYTRS:~~~'A DR. \ .
@ \ L~:r}~f1~:S\. .
VALLEY STREAM l8l
COURT IN . CONDO
(O,R. 618,
PG. 1729) @
2130,
1.008
'"' ..
u..:z:
0:;;:
>-:z:
I
I
\ \
\ DRAiNAGE EASEMENT
I SECTION 19, TWP, 50 S., RGE, 26 E,
-- \-~--~~-----\----~-"-\------_--_.~g~~E~6EMENT .
110 FP&L t.A~EMENT ,'TRAC! B NORTHEASTl;O,r,NER
. \ \ OF r,C:ACT M
, \
L'EL Y GOLF ESTA TES f/lrr 1 - - \c.EL Y GOLF ESTATES UNIT 1
\ (p.B.\ 8, PS. 49) .Jb. (p.B. 8, PS\49)
I @ @) @ \ '7lJ)q, \ @ \ CD
'\ ~-e. \
q,~
PERPETUAl-. NON-EXCLUSIVE ~
DRAINAGE EASEMENT
PREP ARED BY:
SHEET 1 OF 2 .
JIlXj(.ll
"is::. NOll 04/10/06
::~U" ER &. A.E. TO D.E,
" ...11.1(.
~~:::~; UNDJ.GE.-.
l'rota.'I\(ll1lL\IIlll.(inalrl, p1=I:.lr1I, &:.la.n<l.au...""V'd)"'On
~ ~""Io _'f_':l'....w.u~lI..-<k.1.._,n.""I1" ;""1:+n-'1U
Loo~;S~;~~Ii>4~.:J:"'l't~i::i==~
B~:
GUY p. p.DAMS, P,S,~, NO, 4390
SCALE: 1- = 100'
DRAWN BY:~ DATE: MARCH 2R :?006 "
CHECKEO 8Y:~ PROJECT NO.: 71199 1"',
FILE NO: B289 ACAD NO: 8289 8348 ;
'i.
EXH1B1T...LL
Page.J...'l ofB..
/
Agenda.ltem No. 10H
June 24, 2008
Page 25 of 42
I
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL NO.,
759~
!B'.Lt-'tlB
13.1
SECT/ON 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
LEGAL DESCRIPTION
PROPOSED DRAINAGE EASEMENT
PARCEL ! 341>13.
THA T PORTION OF TRACT M, OF LEL Y GOLF ESTA TES, TRACT MAP, AS
RECORDED IN PLAT BOOK 8, PAGE 20, OF THE RECORDS OF COWER
COUNTY, FLORIDA, AND MORE PARTlCULARL Y DESCR/BED As FOLLOVlS:
COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT M, LEL Y GOLF
ESTA TES, AND RUN S 89'39'27" W, ALONG THE NORTH LINE OF SAID
TRACT M, 9.55 FEET TO THE POINT OF BEGINNING OF THE HEREINAFTER
DESCr~IBED EASEMENT;
THENCE CONTINUE S 89' 39'27" W ALONG THE NORTH LINE OF SAID
TRACT M, 109.51 FEET; THENCE RUN S 4024'58" E, 13.04 FEET TO
THE BEGINNING OF A CURVE CONCA VE WESTERLY HA VING A RADIUS
OF 75.00 FEET, A CENTRAL ANGLE OF 61 '22'04", A CHORD BEARING OF
SOUTH 15'43'56" EAST A CHORD DISTANCE OF 76.55 FEET. AN ARC
DISTANCE OF 80.33 FEET; THENCE NORTH 43'27'53" EAST, 115.04 FEET TO
THE POINT OF BEGINNING. Containing 3.738 Sq, Feet)more or less.
~-, ' ~ "
--':"".,1_- ';. __
. .- "
-" ~;::.
".
.., -'".-"'
-,
~ -
PER?ETUAL, NON-EXCLUSIVE
DRAINAGE EASEMENT
PREP ARED BY:
SHEET 2 OF 2
Jl..~..
::.:. NOll 04/10/06
aaa;i EB & A,E:. TO D.E.
.....:..
:::~:::: UNDAGlC,JIt),
l'ro18l1l!10JUl1. enilneers, ~, tol lAn<l. B\l,l"'nI.".n
:::u:=~ = -:{,l:~'=' Jl~~ ~= ~:~~:im
~D(j,~'lI...lJ_oad.nllK4. Tur\KL
BY:
I
GUY .
SCALE:
DRA~~ BY:
CHECKED B,:
FILE NO: B289
NO, 4390
DATE;" MAR('.I-I?A '}on'A
PROJECT NO.: 7fiq~-1;"
ACAD NO: 8289~8348!.
-~--_.... -
PROJECT: NO.
PROJECT PARCEL NO:
TAX PARCEL NO.
7S.Q~
J 3 DAMe
1
EXHIBIT A Agenda Item No. 10H
C- 2c> of JI June 24, 2008
. '"'lP_ _ Page 26 of 42
SECTION 19, TOWNSHIP 50 SOUTH, .RANGE 26 EAST
COLLIER COUNTY, FLORIDA
SKFTCH OF COUNTY PI+~Ui./... 13" DAkF- (NOT A SURVEY)
(SEE SHEET 2 OF 2 FOR DESCRIPTION
CID
\
,
pl>-U.J,s
I/S'<S
.\3UC" 0\'100
. C (2)
Q' @) CID
"
o
0::
f::i
:;:
5::
.e:.-
0::
Cl
::;:
L;j
go
U)
>-
W
-J
-J
:<(.
'0>.
1cJ
C2) @<o
"''''
Wj
~
U)
@ a
'0
~
\-...
0)
~
2:
0
@ >:::
0
w
Co
PREP ARED BY:
PERPETUAL, NO'HXa.US~
~~' DRAINAGE AND~~
\,NTENANCE EASEMENT 0'(", ?~~
0-
LEL Y GOLF ESTATES
UNIT NO. 1
(P.B. 8, PG. 49)
DORA /
",L C/RCUo----
\
\
,
,
,
v"o
"0)'.
'j, "
I,', A"
1" "
I \ " ?? "
"" 10:0 " o~ "
~"11;:':' ',..<;0',
- ,,.p'
1'<1- '''1:'".(',
~ 3:: l..t.. l)', <': "
. 1'(" 0<: ", "1'& '"
gj I'" \-... ~ ,<S<. ,
.~ I~ z i ", "'7"<1.-,>. "-..
J'<1-0C3 ' ,
~ I~ Q. l1J V)' ", ' ",
::t I I en ~.-...... " "
"', ~O' ,
A u1 I I ;:5 Q C\j "'-', '-..,
~ ~ ..;;r: U) <:( 0 ", "-..,
-';;P l-Lu~f'I" '
-J 'J"a () u... 1-........ 0" '-..,
1cJ ~ " 6 0 0::'-. 0" "
() g::(j<C. '-.., '
Cl:::, a.:: Q) -..
..::( -:<:. >- r-: -..,
~ ~ Q ,
4... ~'- ",
U) ~
~I i ~ Q ~ -J ""'"
i-Ui -....IU)'<C
tJi I \-...lcJ~if
~- I ()LL.-
W i5 i <(-J 0 0:5
11):'; 0::0" @
"<( A I t--- ~ rv S:!
Lu...... r::cn
CJ Oil [ >- Q
(!J ~ I c:j............
~ 8- I --l
~~ I
"'~
'" I
[
::;:
h
o
"
go
UNE
L1
L2
L3
LINE TABLE
LENGTH
32.56
1J..30
27.41
BEARING
N 66'27'47" E:
S 01'09'37" W
N 01'09'37" E
SHEET 1 OF 2
REVISI DN:
04/10 06
ADDED A.E.
10 30 06
REV. EASE.
01 04 07
REV. EASE.
.....
....
...
....
:::n
......
U:::: UNDAGE..,c.
PJooI_lDIKUl.Dgtne.n1,p~,&1Il.lldD11r'ilI"QI"II
~ :':-:::',=== II~.=:=;:~ [:f~~~:~tti
~ot__"_"""'IlII_ '_(W.~lloM-_
BY,
GUY p, ADAMS, P,S.M,
SCALE: 1" - 150'
DRAWN BY,...JAtL..
CHECKED BY:.JZEA
FILE NO: R?S9
NO. 4390
DATE: .JUt y 17 7007
PROJECT NO.:~
ACAD NO: 8789-836
.
EXHIBIT ,4enda Item No. 10H
June 24, 2008
Pa~ '2.1 of J.l Page 27 of 42
--
-'
PROJECT~ NO.
PROJECT PARCEL NO:
TAX PARCEL NO.
7m M/{a.
1
SECTION 19, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
PERPETUAl, NON-EXCLUSIVE
ACCESS, DRAINAGE AND
MAINTeNANCE EASEMENT
LEGAL DESCRIPTION
PROPOS~D ORA/NAGEJ.^ C c~tS A:AJb N/t'l:l\.rr-5AJ fkJM. ,sA!)i/l...(.&...tr'
PARCEL 136Df>/"\fC
ALL THA T PART OF TRACT A, LEL Y GOLF ESTA TES, TRACT MAP. AS RECORDED
IN PLAT BOOK 8, PAGE 20. PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
BEGINNING AT THE NORTH CORNER OF TRACT L, LELY GOLF ESTATES, TRACT MAP, AS RECORDED
IN PLAT BOOK 8, PAGE 20, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
THENCE N 48'01'29" E A DISTANCE OF 376.84 FEET TO TRACT 8;
THENCE N 66'27'47" E ALONG TRACT 8 A DISTANCE OF 32.56 FEET;
THENCE S 01 '09'37" W A DISTANCE OF 13.30 FEET;
THENCE S 48'01'29" W A OISTANCE OF 417.38 FEET TO TRACT L;
THENCE N 01'09'37" " A DISTANCE OF 27.41 FEET ALONG TRACT L TO THE POINT OF 8EGINNiNG
OF THE EASEMENT HEREIN DESCRIBED.
CONTAINING 8139 SQUARE FEET OF LAND .MORE OR LESS;
SU8JECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
" 1..
.....
:::. GNQLI
....
:::=: AlmER &:
.....
::::1: UND!.GE,IIIC.
P1'll!onIOMI englne"rII, plll.nn.l1I. ole lll.Dd, su:rveyo:rs
CoUI"~IIdIooI(>O._T__'lfo""'Il_'","IGfIUl.l..'-'IU
....CO""'7> 1Iul"111.1.~B~_1, ,."""...,ntDOl .~lm-'111
c..utlo"-'-.I/ol>lAo.....\io..Ku.U_0D4._ .... $oIol)&M-sall'
BEARINGS ARE BASED ON THE LEL Y GOLF E5TA TES TRAC
PLAT BOOK 8. PAGE. 20, COLLIER COUNTY. FLORID
REVISION:
04 10 06
ADDED A.E.
09 05 06
ADDED AREA
10 0 06
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Agenda Item NO.1 OH
June 24, 2008
Page 34 of 42
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
PROJECT No. 511012
LELY AREA STORMWATER IMPROVEMENT
PROJECT LOCATION MAP
RADIO RD
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Lely anal Basin
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LASIP PHASE1 B NORTH
LELY BRANCH CANAL
(US 41 TO RAT. HAM.)
EASEMENTS REQUIRED
RA TTLE NAKE HAMM
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PROPOSED BY:
COLLIER COUNTY BOARD OF COUNTY COMMISS10NERS
TRANSPORTATION SERVICES D1V1SION
STORM WATER MANAGEMENT DEPARTMENT
2885 SOLTH HORSESHOE DRJ\T. N/\PlfS. FLORlDA 34104 (239)774-8192
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PROJECT MANAGER Shane Cox
DATE June 2008
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Agenda Item No. 10H
June 24, 2008
Page 35 of 42
"t"",,':A
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'II" i..'" c): RLJNDAGE INC
;;1:,' ;:',: :~;: ;"_ ~t.: :',"; _, ' .. '
Professional Engineers, Planners & Land Surveyors
7400 Tamiarni Trail N., Suite 200, Naples, Florida 34108
9990 Coconut Rd., Suite 103, Bonita Springs, FL 34135
Phone (239) 597-31 t 1
Phone: (239) 334-1173
Fax: (239) 566-2203
Fax: (239) 334-1175
MEMORANDUM
Date:
To:
From:
Subject:
June 5, 2008
Jerry Kurtz, P.E.
Daniel W. Brundage, P.E.
Condemnation Resolution for LASIP Phase IB North Improvements
On June 24, 2008, the Board of County Commissioners will consider the adoption of a
Condemnation Resolution for the property interests necessary to construct the Phase IB North
portion of the Lely Area Stormwater Improvement Project (LASIP). This memorandum contains
vital information that the Board of County Commissioners must consider in adopting this
resolution,
The LASIP system, as a whole, will provide a comprehensive stormwater outfall system for an
area of East Naples formerly known as Water Management District #6 which has for years
experienced an increasing level of drainage related problems as growth has continued in the area.
The drainage area of LASIP consists of about 11,135 acres and consists of two sub-basins known
as the Lely Canal Basin (LCB) system and the Lely Manor Basin (LMB) system. The Lely
Canal Basin discharges into an estuarine coastal zone along the intercoastal waterway near
Dollar Bay. The Lely Manor Canal discharges into an estuarine coastal zone near the headwaters
of Sandhill Bay and eventually into Rookery Bay
K:\7599 Lely Outfall Basin\CorrespondenceslMemolPhase IB Norlh Technical Memo.MEM.doc
Agenda Item NO.1 OH
June 24, 2008
Page 36 of 42
Due to the lack of a comprehensive drainage outfall system in the LASIP area continued
development of the area has impacted flood levels as well as water quality. Available data
indicates that water quality is generally good at present but could be expected to deteriorate
unless an improved water management outfall system for the area described as follows is
developed.
A. Lelv Canal Basin
The existing Lely "Main" Canal flows from Rattlesnake Hammock Road south then west parallel
to Rattlesnake Hammock Road, then south again and through the bridges at U.S. 41 and south
until it discharges into an estuarine coastal zone along the intercoastal waterway near Dollar Bay.
The LASIP Phase IB North improvements consist of the portion of the Lely Main Canal system
located between Rattlesnake Hammock Road and the US 41 bridge. The flow capacity of the
canal and structures in the Main upstream of the U.S. 41 bridges will be increased. At the
downstream discharge of the Main canal a spreader lake with a control berm elevation of 2.5
NGVD will be constructed to eliminate current over drainage, salt water intrusion, and provide a
broader distribution of fresh water instead of the existing concentrated point discharge. South of
Rattlesnake Hammock Road a weir will be constructed at Doral Circle to raise the normal stage
elevation to 4.0 to eliminate current over drainage.
The LASIP overall plan will extend the Main canal system upstream using the stormwater
management system of the Royal Wood Development. A network of smaller canals, weirs and
swales is proposed to provide appropriate flood relief without over draining existing wetlands.
One new canal system will be extended from the northeast comer of Royal Wood to serve the
northeast portion of the Lely Canal Basin area. The canal will extend from Royal Wood
upstream to the southern edge of a wetland area near Cope Lane. Three weirs will be placed in
this canal to maintain water levels in the wetland areas and to cause flows to continue to pass
through a historic slough lying in a northeast to southwest direction across Cope Lane, Country
Road and Whitaker Road to provide lateral distribution of excess flow into the proposed canal.
K:17599 Lely Outfall BasinlCorrespondenceslMemolPhase IB North Technical Memo.MEM.doc 2
Agenda Item No. 10H
June 24, 2008
Page 37 of 42
Water levels in these swales will be maintained by the downstream weir control elevations. The
weir structures have gates that allow lowering water levels if needed after or in preparation for a
major storm event. Also an east to west canal will collect part of the drainage from the area
along Sandy Lane. It will also provide a cross-basin connection that will normally be closed, but
in special emergency situations can be opened to allow interconnection of the Lely Canal Basin
and the Lely Manor Basin systems. A culvert and canal system will also extend from the
northwest comer of Royal Wood up to Whitaker road. It will provide added capacity for flood
relieffor the downstream end of the slough and for the area between Royal Wood and Whitaker.
A tributary called the "Branch" joins the Lely Main Canal a short distance upstream of the U.S.
41 Bridge and east of the intersection of U.S. 41 and Rattlesnake Hammock Road. The Branch
provides drainage for the developed area along the Florida Power and Light Corporation right-
of-way north of Rattlesnake Hammock Road, the areas surrounding Loch Louise and Crown
Point developments located south of Davis Boulevard, and the developments along the north side
of Davis Boulevard. The proposed plan calls for increasing the capacity of the Branch
downstream of Loch Louise, reconstructing the Loch Louise weir, constructing a new weir at the
northern end of the existing triple box culverts under Davis Boulevard, and extending the
collection system along the north side of Davis Boulevard to its full planned length east of Santa
Barbara Boulevard. The project along the Branch system also includes constructing a weir
structure at the intersection of the Haldeman Creek Basin system and enclosing an existing ditch
south of Loch Louise (the north ditch of Riviera) in a storm drain. Elsewhere in the Lely Main
Canal system, improvements associated with three road projects, Rattlesnake Hammock Road,
County Barn Road and Santa Barbara Boulevard Extension will have LASIP drainage features
either constructed or made active.
The majority of wetland impacts associated with the Lely Main Canal portion of the LASIP
project are related to modifications involving excavating existing canals. However, there are
some areas where new canal and swale construction will create new wetland impacts, although
extensive effort was made to avoid or minimize these impact areas.
K:17599 Lely Outfall BasinlCorrespondenceslMemolPhase IE North Technical Memo.MEM.doc
3
Agenda Item No. 10H
June 24, 2008
Page 38 of 42
The capacity of the Main Canal downstream of U.S. 41 is to be increased by excavation to a
larger cross section and the construction of an outlet spreader lake designed to flow into existing
wetlands immediately to the south, west and east of the canal. Wetlands will be impacted by this
construction but impacts are offset by the improved flow conditions into the existing receiving
estuarine wetland area.
B. Lelv Manor Basin
The Lely Manor "Main" Canal collects stormwater from within the Naples Manor subdivision,
developments to the north, and from the drainage area to the northeast of Naples Manor
subdivision. Storm water then flows west to the U.S. 41 culvert which discharges into a wide
canal oriented east to west eventually discharging into a large fresh water marsh. The lower
main begins south of the marsh and discharges into an estuarine coastal zone near the headwaters
of Sandhill Bay and eventually into Rookery Bay. A number of smaller canals provide internal
drainage for the Naples Manor subdivision and discharge into the U.S. 41 road ditch.
Stormwater in the road ditch flows through three additional culverts and to the south and then to
the west to the lower main canal.
The proposed plan downstream of U.S. 41 is to increase the capacity of the main canal to provide
flood relief for upstream areas. Additionally, a weir will be constructed to prevent over drainage
of a large wetland marsh and a spreader lake will be constructed to prevent over drainage while
eliminating the current problem of a freshwater point discharge. The plan will also create a new
north/south canal system roughly along the east side of sections 30 and 31 of Township 50 South
Range 26 East. The existing canals that currently divide a historic slough/flowway will be
abandoned (by future development plans of the land owner), a pump station will be installed to
re-hydrate the slough, capacity improvement will be made to the existing canals extending from
U.S. 41, and a new discharge point will be created by constructing a spreader lake adjacent to
another wetland flowway system that has been cut off from historic sheet flow for many years.
K:\7599 Lely Outfall Basin\Correspondences\Memo\Phase 1B North Technical Memo.MEM.doc 4
Agenda Item NO.1 OH
June 24, 2008
Page 39 of 42
Upstream ofD.S. 41 the proposed plan will make capacity improvements to the north perimeter
canal of Naples Manor, including construction of a weir at Warren Street to reduce current over
drainage impacts to adjacent wetlands. Capacity improvements will be made to the canal along
the north side of U.S. 41 to allow for lateral distribution of stormwater to all the culverts crossing
beneath U.S. 41. For safety and capacity reasons, one existing charmel within the Naples Manor
subdivision will be enclosed in a pipe.
Upstream of the Naples Manor subdivision, the southern end ofthe existing Rattlesnake
Hammock slough will be bermed and a discharge weir constructed to prevent current over
drainage into the north perimeter ditch of the Naples Manor subdivision. North of Rattlesnake
Hammock Road the existing piecemeal system of ditches will be modified to create a
manageable stormwater system. Strategically located culverts, weirs, and charmel improvements
will direct stormwater flow into the northern remnants of the Rattlesnake Hammock slough.
Weirs are located with control elevations to provide flood protection while keeping the adjacent
wetlands as wet as possible. A major component of this reconstruction involves connecting the
existing perimeter canals around the Wing South Aitpark into the Lely Manor Basin canal
system. The areas of wetland impact are at and near the proposed discharge spreader lakes, the
wide main canal south of U.S. 41 and the lower main canal, the proposed new Region 5 East
outfall canal, areas near the County's South County Water Reclamation Facility, and areas
around the Wing South Aitpark. The impacts are minimized by installation of weirs to maintain
water levels and to promote replenishment of existing wetland areas in the lower and upper parts
of this basin. A weir is proposed at the upper end of the lower main canal to maintain water
levels in the fresh water marsh. A weir is also proposed north of the Wing South Aitpark to
maintain water levels in the extensive wetland preserve areas of developments to the north.
The majority of wetland impacts associated with the Lely Manor Basin portion of the LASIP
project are related to modifications involving excavating existing canals. However, there are
K:17599 Lely Outfall BasinlCorrespondenceslMemolPhase 1B North Technical Memo.MEM.doc 5
Agenda Item NO.1 OH
June 24, 2008
Page 40 of 42
some areas where new canal and spreader lake construction will create new wetland impacts,
although extensive effort was made to avoid or minimize these impact areas.
C. LASIP Phase IB North Easement Requirements
An easement is required across the parcels indicated on the exhibits for the purpose of
construction of the Phase IB North facilities as well as access for maintenance of the system
when constructed and in operation.
Staff has considered the following factors before concluding that this easement must be acquired,
and this memo serves to summarize them for the Board's benefit.
1. Alternate Routes
Alternate alignments and configurations of the LASIP proposed improvements have been
exhaustively analyzed as part of the design and permitting process for the LASIP system.
A detailed alternatives analysis was prepared for the permitting agencies and is presented
in a document entitled "Lely Area Storm water Improvement Project" dated October
2001. Throughout the permitting process each alternative configuration was reviewed
and debated and it has been determined that the current design is the one that provides the
most public benefit with the least environmental impacts. The phase 1B North portion of
the project calls for improvements to an existing canal and is thereof the most practical
location for the improvements resulting in the least amount of cost and environmental
impacts
2, Safety Factors
Construction of the LASIP improvements will provide needed stormwater outfall
capacity for the Basin and thereby reduce the threat and damage of flooding. The Phase
K:17599 Lely Outfall BasinlCorrespondenceslMemolPhase tB North Technical Memo.MEM.doc 6
Agenda Item No. 10H
June 24, 2008
Page 41 of 42
lB North portion of the project is a vital component of the system linking upstream
portions of the Branch and Main Canals to the downstream portion of the Main Canal.
3. Lon!! Ran!!e Plannin!! Factors
The LASIP improvements including the Phase lB North project are part of the County-
wide plan to improve the level of service for flooding and flow-way enhancement within
the Basin and further the stated goals. objectives, and policies of the drainage/stormwater
management sub-element of the Collier County Growth Management Plan to unifY and
implement the County-wide Stormwater Management Plan that provides an acceptable
level of service for stormwater controls and environmental management objectives. The
project improves the LASIP regional storm water management system and natural
flowways within the area.
4. Environmental Factors
The LASIP system has been designed to limit the amount of environmental disturbance
as much as possible. Natural flowways and sloughs have been preserved and
incorporated into the design as much as possible. A pump system has been included in
the design to re-hydrate an existing wetland slough by pumping excess stormwater from
within the LASIP system into the slough. Weirs have been incorporated in the design in
order to avoid over-draining the Basin. Spreader lakes have been designed at the ends of
the three major outfalls to disperse the discharge as sheet-flow to the receiving
waters/wetlands. As mentioned above, the Phase 1B North project consists of
improvements to an existing canal resulting in the least amount of environmental
disturbance possible.
5. Costs
K:17599 Lely Outfall BasinlCorrespondenceslMemolPhase IB North Technical Memo.MEM.doc 7
Agenda Item No. 10H
June 24. 2008
Page 42 of 42
Cost to provide the LA SIP improvements including the Phase lB North project have
been carefully considered as part of the alternatives analysis and design of the project.
As the proj ect has been refined during the design and permitting process, more specific
costs have been developed and considered as part of developing a financially feasible
construction phasing and Capital Improvement Program. The design of the Phase lB
North improvements along an existing canal maximizes the improvement benefits while
minimizing the amount of impact to the environment and adjacent properties.
We are pleased to advise you that the construction of the Phase 1B North portion of this project
is anticipated to commence during fiscal year 2009. Thank you for your time and review of this
vital information.
K:17599 Lely Outfall BasinlCOlTespondenceslMemolPhase lB North Technical Memo.MEM.doc 8