Agenda 06/24/2008 Item #10C
Agenda Item No. 10C
June 24, 2008
Page 1 of 40
EXECUTfVES~RY
Recommendation to adopt a resolution authorizing the condemnation of fee simple interests
and/or those perpetual or temporary easement interests necessary for the construction of six-
laning and associated improvements to both CoUier Boulevard (fmID south of Davis
Boulevard to Golden Gate Main Canal - Pmject No. 60001) and to Davis Boulevard (from
Radio Road to Collier Boulevard - Project No 60073). Estimated fiscal impact: $1,776,200.00,
OBJECTIVE: To adopt a resolution authorizing the acquisition by condemnation of fee simple
interests and/or perpetual or tempOIalY easement intetests necessary for the construction of six-
laDing and associated improvements to both Collier Boulevard and Davis Boulevard (hereinafter
refened to as the "Project").
CONSIDERATIONS: Initial authorization for the purchase of right-of-way for the Project was
given by the Board of County Commissioners on December 13, 2005, under Resolution No. 2005-
431 The County needs to be able to acquire the interests in real property depicted in the legal
descriptions attached to the proposed resolution by condemnation if necessary. Construction of this
roadway should commence in calendar year 2009
The BOald of County Commissioners has been advised through numerous communications of the
need to expand Collier Boulevard and the CollierlDavis intersection The Board is herewith being
advised of the various factors considered by its professional engineering staff and consultants,
which include the environmental impacts, costs, public health, safety and welfare considerations,
and the long-range planning needs and impacts Reference is being made to the attached Technical
Memorandum prepared by the firm of CH2MHill 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, which are a part of the attached resolution, represent the most feasible location, and are
necessary for the construction of the proposed cxpansion to Collier Boulevard.
Thc Board of County Commissioners has been further advised that it is necessary and in the public's
best interest to acquire, by condemnation if ncccssary, those intetests in real property specified on
each legal description attached to the resolution.
FISCAL IMPACT: It is estimated that the total cost of allright-of~way for both projects will be
$1,776,200..00. This amount includes the cost of all real property rights required for construction of
the proposed improvcmcnts, as well as all expenses for title work, real estate appraisals, staff time,
and those expenses, such as property owner attorney's fees and cxpert witness fees, which the
County is required to pay according to Sections 73091 and 73092, F.S All such payments will
come from the Transportation SuppOlted Gas Tax fund and/or Impact Fee funds. Source of funds
for both projects are gas lax and/or impact fees, with said funds allocated to both projects in the
current approved Five Yeal Work Program
r--
I
Agenda Item No. 10G
June 24. 2008
Page 2 0
LEGAL CONSIDERATIONS: The Resolution has been approved for form and legal sufficiency.
RECOMMENDATION: That the Board of County Commissioners of Collier County:
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 thc attached Resolution and the approval of this
Executive Swnmary.
Prepared by: Robert Bosch, Right-of-Way Coordinator, TEeM
Attaclunent:
1.. Condemnation Resolution
2. Technical Memorandmn from CH2MHilL
oY
Page I of2
Agenda Item NO.1 OC
June 24, 2008
Page 3 of 40
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
Item Number:
Item Summary:
10G
Recommendation to adopt a resolution authorizing the condemnation of fee simple interests
and/or those perpetual or temporary easement interests necessary for the construction of six~
laning and associated Improvements to both Collier Boulevard (from south of Davis
Boulevard to Golden Gate Main Canal - Project No. 60001) and Davis Boulevard (from Radio
Road to Collier Boulevard - Project No. 60073). Estimated fiscal Impact $1,776,200.00. (Nick
Casalanguida, Transportation/Planning Director)
Meeting Date:
6/2412008 900:00 AM
Prepared By
Robert Bosch
Right of Way Coordinator
Date
Transportation
TECM
619/20083:32:10 PM
Approved By
Marlene Messam
Senior Project Manager
Transportation Engineering &
Construction Management
Date
Transportation Services
6/10/2008 8:27 AM
Approved By
Kevin Hendricks
Right Of Way Acquisition Manager
Date
Transportation Services
TEeM-ROW
6/10120088:41 AM
Approved By
Ellen T. Chadwell
Assistant County Attorney
Date
County Attorney
County Attorney Office
6110/20088:52 AM
Approved By
Najeh Ahmad
Director
Date
Transportation Services
Transportation Engineering &
Construction Management
611012008 10:21 AM
Approved By
Sharon Newman
Accounting Supervisor
Date
Transportation Services
Transportation Services Admin
6/10/20064:53 PM
Approved By
Usa T ay lor
Management/Budget Analyst
Date
Transportation Services
Transportation Administration
6/11/200810:40 AM
Approved By
Norm E. Feder, AICP
Transportation Division Administrator
Date
Transportation Services
Transportation Services Admin.
6112120083:20 PM
Approved By
file://C:\AgendaTest\Export\ II 0-June%2024, %202008\ I 0.%20COUNTY%20MANAGER...
6/18/2008
Page 20f2
Agenda Item No. 10C
June 24, 2008
Page 4 of 40
Pat Lehnhard
Executive Secretary
Date
Transportation Services
Transportation Services Admin
6/12/20083:26 PM
Approved By
OMS Coordinator
OMS Coordinator
Date
County Manager's Office
Office of Management & Budget
8/12/20084:11 PM
Approved By
Susan Usher
Senior ManagemenUBudget Analyst
Date
County Manager's Office
Office of Management & Budget
8/15/20088:53 AM
Approved By
James V. Mudd
County Manager
Dale
Board of County
Commissioners
County Manager's Office
6/15/2008 6: 38 PM
file://C:\AgendaTest\Export\ 11 0-June%2024,%202008\ I 0.%20COUNTY%20MANAGER...
6/18/2008
Agenda Item No. OC
June 24, 2 08
Page 5 0 40
RESOLUTION NO. 2008-
A RESOLlITION AlITHORIZING CONDEMNATION OF FEE SIMPLE AND/OR
THOSE PERPETUAL OR TEMPORARY EASEMENT INTERESTS NECESSARY
FOR TIIE CONSTRUCTION OF SIX LANING AND ASSOCIATED
IMPROVEMENTS TO COLLIER BOULEVARD FROM SOUTH OF DAVIS
.llOULEV ARD TO GOLDEN GATE MAIN CANAL. (PROJECT NO. 60001).
WHEREAS, the Board of County Commissioners (Board), on February 23,1999,
adopted Ordinance No. 99-14 therein establishing the Capital Improvement Element of the
Growth Management Plan in order to establish priorities for the design, acquisition and
construction of the various capital improvement projects; and
WHEREAS, the Capital Improvement Element of the Growth Management Plan is
amended annually to identify public facilities required during the next five years; and
WHEREAS, the Transponation Element of the County's Comprehensive Plan was
adopted in Ordinance No. 89-05, and amended most recently in Ordinance No. 07-80; and
WHEREAS, the widening of Collier Boulevard from south of Davis Boulevard to Golden
Gale Main Canal (Project No. 60001) is one of the capital improvement projects required under
the Transportation Element of the County's Comprehensive 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, aner consideration of the availability of alternate routes and locations, the
comparative costs of the project alternatives, various impacts upon the environment, long range
planning options, and public safety considerations, the Board desires to exercise its right to
condemn 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 the expansion of Collier Boulevard from south of Davis Boulevard to Golden Gate
MalO Canal (hereinafter referred to as "the Project") is necessary and in the public's best interest
in order to protect the health, safety and welfare of the cHizens of Collier County.
AND IT IS FURTHER RESOLVED that construction of the Project is an integral part of
the County's long range planning effort, and is included in the Transportation Element of the
Agenda Item No. OC
June 24, 2 08
Page 6 0 40
County':-, Comprehensive Plan for Growth Management, as approved by the Florida Department
of Community Affairs.
AND IT IS FURTHER RESOLVED that the County SUlff has reviewed alternative
locations for the Project, and the costs associated with the design, property rights acquisition, and
construction of the project, as well as public safety and welfare considerations associated with
the design and construction of the Project, and various impacts to the environment, and the
Board finds that after consideration of these issues, the most feasible locations 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 RESOL \lED that in order to construct the Project as designed, it
is necessary for the Board to acqUIre vanous real property interests described in Exhibit "A".
AND IT IS FURTHER RESOLVED thot atl property shall be put lO public purposes.
AND IT IS FURTHER RESOLVED that the County staff and Office of the County
Attorney arc hereby authorized and directed 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 arc located on the property
sought to be acquired and therefore it will not he necessary to remove any mobile homes from
the property to be acquired.
This Resolution, adopted on this ~ day of _____
2008, after motion,
second and majority vote.
ATTEST:
DWIGHT E. BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By:
TOM HENNING, CHAIRMAN
Approved as to fonn and
k'S~d sufficiency:
y/l/ 'I ~ ,',<,/ /
.'...r,........... ~/ (~A"r_.~
Ellen 1'. Chadwell
Assistant County Attorney
.Page 2-
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SECTJON 34
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LENGTH BEARING
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22.49 N49'26'32"E
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GRAPHIC SCALE
CH2MHILL
SKETCH & DESCRIPTION OF PARCEL
A PORTION OF
SECTION 34, TOWNSHIP 49 S., RANGE 26
COLLIER COUNTY, FLORIDA
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Agenda Ite
Jun
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24 2008
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109Fe:,;;
;., portion of Section 34, Township 49 So..th,
ROllgll 26 Eost, Collier County, Florida. Also
being 0 portion of those lands des~ribed in
Official Records Book 699, page. 172,3 at the
Public Records of Collier County, Florida, 8ei;'1g
more particularly descr:bed os follows:
Commencing c\ the soutne:::s.t corner of Secliort
34, Township 49 South, Ranae 26 Eos\, Goliier
Co~nty, Florida; thence North 89'44'01" West
olong the Saw'..h line 01 said Section 34, 0
oistar,ce of 100.67 teet tnence North
00.15'59" East, 0 distance of 50.00 feet t.o
the southeast corner of those landS Cescrioec
in Official Recoras Book (;39, page 1723 oj
the Publ;c Records of COllier County, Florida,
soid ooinl also being the inltm:ection of U',e
North right-ol-v<()y line af Dayis Boulevard and
;he West righ~-o!-wQY line of Collier GCl.llevJrd
and the POlm OF 8EGINriING:
thence North 89'44'01" West olong tI',e North
-ight-af-way line af scid Deyis 8auleYOrd cr,(l
the sO:Jtherly boundary line of described lon;;:5,
o distonce or 20.00 feet; thence NC7lh
49'26'32" EO$t, c distance of 22.49 fee', \0 0
paint on the West rignl-ol-wo)' line at said
Collier Bouteyord ~n::! the eoste~:y bOL:noor)' ,ine
cr soid cescribecl iar:c::c; thence SOJ.;th 11'1:)'D0"
Ecst aiong said West righi-of-way :ine and
eos\e~iy boundary liM, 0 distance ci 1~.DO
fe':!\ [0 tile POINT OF BEGINNING.
Containing 147.07 square feet, more or less.
1\
EXHIBIT
~ ( of 11-
--
NOTES:
1, This is nol a survey,
2. Basis of tJeoring is the East line of
Sectior, .34, Towflzhip 495" Range 26E.. Collier
County, Florida, Deir,g N 00'29'29" W, Florida
State Plone Coordir,c\es NAD 83/90, East
Zone.
.), Subject to easements, reservot'lons ond
restrictions of record.
4, Easements shown hereon ore per plot.
unless otherwise noted.
5. Dimensions ore in feet ond decimals
thereof.
6. Certificate of outhorizelion LB 43.
7. R/W represents R':ght-of-Way,
B. p.o.a. represents ?oint of Beginning.
9 P,O.C. reprt:serlb Point of Commencement.
1:> D.~. represent~'Jfliciol Records.
11 U3.E, represents L-Jndscape Buffer
Eose~ent.
12. U,L represents Utility Easement.
13. F.P.l.E. reprcsen'..s Florida Power & light
Easement.
14. D.E. represents Drainage Easement.
15. S.E. represents Sidewoik Easement.
16, P.U.E. represents Public Ulil'ity Easement.
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DAVID J. HYA ,
FLA. lie. NO. 5834
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL: RAiSED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER
This is NOT a Survey.
FIRM)
Wi/.Miller _."'.r.:...
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~EMPORARY
CONST~UCTlON E~SEMENT
DURA1ION :5 YEARS.
I UNE: T,'.8'_[
I UI~E I LENGTH I BEAPlt~G I
iLl 7.65 - N89"44'01"W :
l_J,}__J 31,0,8 I r-.l4g0;::6'32" [ I
iL3l 5.74 1 S1 i"3'06"E i
~ 22A9 S49':'.~'32"W!
wn
CH2MllILL
SKETCH & DESCRIPTION OF PARCEL
A PORTION OF
SECTION 34, TOWNSHIP 49 S., RANGE 26 E..
COLLtER COUNTY, FLORIDA
DIWI'K 1m ctt<m 8'l': I"'" "'-"
TMO DJH lC-4!.i
TASK CCllE:
GCSOO
AgWlda Item
EXHIBIT Il June
Page '2 of i 1- Pag
--
10C
4,2008
8 of 40
"AReEL \a9,cE
A ::lortlOfl of Sec.tion 34. Township 49
50...th. Ror,ge 26 East, Coliier Counly,
'Ior;::o, Also oeing 0 portior, of those lor,ds
described in Official Records Book 599, [:;09C
1723 01 the Public Records of Coi~ie~
C;;.unty, =-Io~ido. Being mere p:lrk;wlarly
described as follows:
Commencing at :"e 5culnecst comer See lie...
34, Township 49 South, Rcnge 26 t:cst.
Coilier County, Floridai thence North
~9' 44'01~ 'Nest clang the South li...e of sc;(l
Section 34, 0 distance of 120.67 feet
tnel"\ce North 00'15'59" :::osl. 0 distance of
50.,lD ieet to 0 ;Joint on the North
righl-or-'m;.y line o~ Dov:s Boule'.ord said
point also lying on the South line at those
lands Cesc"iOed ir, Official Records BOOk
599. page 1723 of Ihe Public Re(:ords of
Collier COU<'l!y, Florida, olse aeing the ?OI,JT
JF BEGINNING; tnence North 89'44.0," West
010'-"<'; the ~;o,th right-of-way line of said
Dcvis 9oulevo'd end the southerly boo.;ndor~
line of said deseribee londs, C di~\or.ce of
7.65 iee\: lr.e<'lce ~orth 49'26'32~ Eo~l. c
C'slor:ce of 31.DB feot to 0 po,rlt on the
West ,igr.t-of-woy line c.f Ccliier Boulevcrc!
and ~ '1c e c s te r Iy bow [Hiaey :i ne of said
Ge~l;;ri:::'ed londs; thence SOOlth 11.13'QG~
Eost Olong said West ,:gnt-ol-woy lim~ orpj
s uilJ eo.':: e r Iy 00 un d 0 ~>' :i r,e, 0 d is to nee 0 f
5,74 feel: tMnce Sou'.h 49'26'32" We,;!. 0
jistG1ce of 22.49 feet to the POINT OF
BEGIN,WG.
C:ol1toi",ng ~ 33,99 so,,::;re :eet, ~o'e ;;,r le!:~.
r-.;CTES:
1. This is not 0 survey.
l. BC:S1S oj Dearing is t~,e East iine of
Scck)r"' -""t.. Tcw:"rsr,ip 495.. Rwnge 26E., :':;o:,ier
Cc..;n\)'. Flcr:cc. being t~ CO'29'29" w, ~:;;r:j.J
Stote ;;;Ion~ Coorc;nc\es ~.AD 83/9). ['::51
Zone.
3. SutJj()C~ to eC5€m,"~,\s, re5e~vol';::;l"':s '';'~'O
rE's\ric\ior,5 of reecr'c,
4, :.cse':1cr,ts shcwr. herecr, ore ;)~~r :)Iot,
ur"ess otherWise nO',ej
5. D;Men$'~n$ ere :n ieel or,j ~e:-iMcl;;
tl'ere:>f.
G :c,tific:::le oi J,,~'1Q;:2C:;O'" L8 42.
3 ~/6.:'B ,'e~;;~ee~:t~ ::;S"; ::;t C(Q~ ""~:?I r.f1:r,'~
9 p.U.C rcpreser;ts Pc;ln~ of CornlT;er,e~rner't
10 'C.R. -ep~esents :::f~::J; ;;eCG,::Js
\. L.B,E. repr-esents LCl,,:;scc:pe Buf'er
~::::5e:ne....t
L U:=::. r'C~re5en'.S U~;Iit! EcseMent
i::. ..P.L_E. rcorese'lls f":"r:da PC'(ier &: L';t11
LJ5Cmcr,t
,4
15
16
~~. ~~~~:~~~~~ ~'-~e~~~:
F u,E. re"resents '"ubi;:
?:oserT>er't
;::c~;e:T,enl.
'Jtil:t)' Ec:sement.
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DA.,IIJ .J. . YAT";' P.s.
,':,A uC :-.)0...5834
I"jOT ',tAliS V,'iTHJU-: ;:--JE: S:G,,':','T d"[ ,:..:m THE
JR:G',\IAl "\ll,iSE:D SE.AL. DF k !'"LCF;:D,~, L:C;::~S::::',
~UR\.-'::YOR':'ND f.i"'-P;;;ER
This is l'<OT [l Survpy.
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SECTION 34 \
SECTION 3i
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PARCEL 110 FE E
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TOLLGA-;-E C(1lil,'.M[RCIAL
CENTER Prf.,SE. TWO
(P.B. 18, p~: 23-24)
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SECTiON 35
SECTION 2
Agenda Item
June
P,ag
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LINE TABLE
LENGTH BEARING
14.25 N4S.46'06"W
8.98 I 500.03'48"[
+
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100 200
oEXHfSH II
Page ? of 11.
--
FEE SIMPLE
INTEREST
NOTES'
1. This is not 0 S,,~'iW".
A portion of Tract 5. Tollgate Commercial
Center Phase Two, os recorded in Plot
Book 18, pages 23-24 of the Public
Records of Collier County, Florida. Being
more particularly described os tallows:
Beginning at the southeast corner of said
Tract 5 sold point also 1y"lng on the North
right-aI-way line of Davis Boulevard;
thence South 89'56' 12" West along the
South line of soid Tract 5 ond said North
right-o!--woy line, 0 distance of 155,16
feet to a point on the southwest line of
said Tract 5 soid point also iying on the
northeasterly right-of-way line of said
Davis Boulevard; thence North 45'46'06"
West along soid southwest line Dnd said
northeasterly right-,oi-wey line, a distance
of 14.25 feet; thence South 69'43'32"
East. 0 distance of 165.36 feet to a
point on the East line of said Trod 5;
thence South 00'03'48" East ulong said
East line, a distance of 8.98 feet to the
POiNT OF BEGINNING
2. Basis of bearing is the East line of
Section 34, Township 495., Range 26E., Collier
County, Florida, being N 00'29'29" 'N, Flcrida
Stote Plone Coordinates NAD 83/90, East
Zone
3. Subject to easements, reservations ond
restrictions of record.
4. Easements shown hereon ore per plot.
unless otherwise noted.
5. Dimensions ere In feet ond decimals
thereof.
-'. ::'edif'iCG\e :;f .::,,\'nc:r;zc\:;)r, Lb 42.
~':!;;resents
C 'cpres':1n:$ ~,
9. f' O_C 'lo:x{;scn\$ Po.n~ ~',,;)mrT-,er-,ccmen'.
'--,. OR, r'~a'esents ':'ffi::i'Jl (;:e:o'd::;.
-j 1 L.ti-C, ~epres~r;,s Lo-~s=c::-e Ehhc"
::.u~;e'~,er.,.
12. l..:.E. represents Utility Easement,
13_ "p,L.::. represeMs Florida Power & Ught
t:osement.
.,4 D.E. represents Oi"cinage Easement.
1 S. S.L represents S;dewclk Easement.
16 P,U.E. represents Putiie Ut'dity EoscMerLt.
Containing 1,514..38 square feel, more or
less.
CH2MHlLl
SKETCH & DESCRIPTION OF PARCEL
A PORTION OF
SECTION 35, TOWNSHiP 49 S., RANGE 26 E.,
COLLIER COUNTY, FLORIDA
TASK <XlOE: DfWIM In IClt<!Il '" ["'" ""
GC'soo TMO DJH, lC-.19
v
, P .S.W OR :H[ FIRM)
FLA. lie. NDy 5834
NOT VALID 'h'ITHCUT ,HE SiGNATURE AND T:-iE
ORIGINAL RAISED SEAL OF A FLORIDA LiCENSm
SURVEYOR .AND MAPPER
this is NOT a Survey,
Wi/~nMiller -.=.--
~._.__.......,.,..""""""',TI""-"'''''~
i',I'crMk.,T1~
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II"RO.ECTNO: ISMFtf
N80J5-S0Ll-OOl i
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o.10C
4, 2008
9 of 40
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TClLLGATE C!J"~MERCIAL
CENTER PK~SE TWO
(P.8. 18. P~Sf 23-24)
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Agenda Item
June
Pa,ge
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4, 2008
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SECTION 34i~j
SECTION ,) Iy
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Porcel IIOTcE
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SECTION 35
-SECTION 2
EXHIBIT
Page~ of~
A
+
N
DAVIS BOULEVARD
rUNE
Ll
LO
L3
LINE -:-ABLE
LENGTH BEARING
8.98 i NO 03'48"W
7.20 ,N4S'46'05"W
5.00i 500.03'48"[ I
1_
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GEt,PYle SC"',~::
.0;:
PARCEL ILO TeE
NOTES:
This is riot 0 :lurvey.
A portion of Tract 5, Tollgate Commercial Center
Phose Two, as recorded in Plot Bock 18, 00ge5
23-24 of the Public Records of Collier County,
Flor:do. Being more particularly described os
fOllows;
2. Basis of bearing is the East lir'\e of
Section 34, Township 495., Range 26E., Collier
County. Florida. being N 00'29'29" W, Florida
Stote Plane Caordif'1ates NAO 83/90, East
Zone,
20rnmcncing at ;1'1e southeosl corner scid --;roct
5: U'le:-:ce NorU', OO"C3"~8" ',','e5t along the ~cst
,ine of said Tract 5, 0 distor.ce of 8,98 :ee\ tc
the POINT OF 8[Gir~l~lt~G: '.hence North 89"42'2.2"
Wes'., c .::Jis1cnce 0' ; 65,36 feet to 0 POlr,t or,
the southwest line c~ s::ld ~'r:;ct 5 SOld ;::0:n1
::;150 ';l':n~ on the ncrtheoste~;y right-of-woj' :,ne
-:f D'Jvis Bouievor::J; then:e t~or:h 45'4c'06" Viest
olor,g said southwest line arid scic: rorlt,eosterl)
rigr,t-of-way line, 0 distance 01 7.~:J ieet;
thence South 8g"L3'32" ~c~t, c: cis,ar,ce of
i 70.52 lee'. 10 ::l ;:,-::int 0" ~h", Last ;r.e c~ s~;d
Tr~c\ S; :hence SQwth OO.;).},~f.i" E:c.s'. clcng scid
:::051 Lr.,.", C dis..once 01 5.CO :~et ~o :he ;>Coit;: Of
~EGlI;;m~::;.
3. Subject to easements, reservations and
restrictions of record.
4. Easements shown rereon ore oer plot,
unless otherwise noted
S, Dimer,sions ore in fee~ and decimals
thereof.
TEMPORARY
CONSTRUCTION EASEMENT
DURATION S' YEARS.
5. Certificate of a'Jtharizotion LB 43
I. R/W represe.-,ts ><:ight-of-Way.
8. P,O.B, represents Poi:"1\ of Beginning.
9. P,O.C. represents Poir1t of Comme'\cemer,t.
", O. O.R. .'eo:esents Official Records
11. L,SE. represents Landscape Buffer
Eosement.
i 2. G.E. represents Utlty Easement.
3. F.PL.E, represef'1ts r:lcrido Power & Light
Easement.
14 D.L represents Drainage !:osemenL
15. S.~, represents Sidewalk Eosemer,t.
" 6, p,~.! E, represer,ts Public Utility Casement,
ConlairLing B39.71 5qUQre feet, more or less.
AlT, ~. (FOR THE FIRM)
0, S83..
NOT VALID WITHOUT THE SIGNATURE AND THE
:::.RIGINAl RAiSED SEAL OF ii F'~ORIDA LICENSED
SURVEYOR AND MAPPER
CH2tdHILL
SKETCH & DESCRIPTION OF PARCEL
A PORTION OF
SECTION 35, TOWNSHIP 49 S., RANGE 26
COLLIER COUNTY, FLORIDA
iIISl'; c:c:u: DftllIItiI BY: IQIOll on I"'" PU
GCSOQ ThlO DJH 1(-49
This is NOT b Survey"
E.,
-
Wi/_Miller -""'==--
~,~.~,,--...-,--
l\"bOOlollm".nc.
----""._--"....._.,..-,----
PIIlloECTIlC> l,puT
N6015-SDU-OCll
1- IQl< IlC>
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SECTION 34
SECTION .3
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Parcel 111
FEE
Age'i\da Item o. 10C
EXHI~IT R June 2 ,2008
'. par 1 40
Page~ of, /1 ,
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TRACTS
TOLLGATE cil~MERC'Al
CENTER P~SE WiO
(P.8. 18. Pi: 23-24)
'5'DL-'i'SD.( "'CT'
1, rPARC[~ 111 n:r:
, ~!'lQ'~Y,:W~/tO~'21'
r-., _,_ ". _.'"
-./ SB9'5J;'IZ"W 105,15' .....-
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SECTION 35
SECTION 2
+
N
DAVIS BOULEVARD
LINE
L1
I L2
LINE TA8lE
LENGTH BEARING
B,98 OO'03'48"W
8.35 SOO'16'28"W
FEE SIMPLE
INTEREST
'.-
Q 25 ~ 11)0
GRAPHIC SCALE
'00
PARCEL 111 FEE
A portion of Tract 6, Tollgate Commerciol
Center Phose Two, os recorded in Plat
Book 18, pages 23-24 of the Public
Records of Collier C:Junty, Florida. Being
more particularly described os fOliows:
NOTES:
I, This is not 0 survey.
2, Basis of bearing is the East line of
Section 34, Township 495.. Range 26E., Collier
County, Florida, being N 00'29'29" W, Florida
Slate Plane Coordinates NAO 83/90, East
Zone,
Beginning at the southwest corner of said
Tract 6; thence North 00'03'48" West
along the west line of said Tract 6, 0
distance of 8.98 feet; thence South
89'43'32" East, 0 distance of 105.21
feet; ther,ce South 00'16'28" West, a
cistance of 8..35 feet to 0 point en the
south I:ne of sad :roct 6 said poinl olso
lying an the North r;ght-of-woy line of
said Davis Boulevord; thence South
89'56'12" West along said South line, 0
distance of 105,16 feet to the POINT OF
BEGINNING.
J. Subject to easements. reservotions ond
restrictIons of cecord.
4. Easements srWwfl hereon ore per ploL
unless otherwise noted.
<:. Dimens:ons ore in teel and decimals
thereof.
6. Certificate of authorization LB 43.
7. R/W represents Rigl"ll-of-Woy.
B. P.O.B, represents Point of Beginning,
9. P .O.C, represents Point of Commencement.
10, O,R. represents Official Records,
11, L.B.E. represents Landscape Buffer
Easement.
12. U.E. represents Utility Easement.
1J, "-,P,L,E. cepresents Florida Power & Light
Easement.
14, D.E. represents Drainage Ecsement.
15. S,E. represents Sidewalk Easement.
16, P.U.E. represents Public Utility Easement.
Containing 911.75 square feet, more or
less,
. ~
HY TT, 8 ~FOR THE FIRM)
FLA, lie t\v 58.:'14-
NOT VALID WITHOUT THE SiGNATURE AND THE
ORIGINAL RAiSED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER
01/10/08
This is NOT a Survey,
111 FEE
Wi/.Mlller _..=-=-.
_ 1J\;II>wt.,-.at-..~~.~~
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IC-411
....
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(P,8
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~"*'.::,E TWO
~d:. 23-24)
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EXH~IT ,At~n~
Page \,bof il !
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,2008
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Parcel
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TOLLGATE
CExr[R
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SECTION ~
SECTiON 2
- /.': ,,,>~.,..,.,",...
_,.-/ \'"-POB:O!:.2:'
-1'0:
i LINE
l1
l2
U
L4
l5
LINE TABLE
LENGTH BEARING
8.98 NOO'iJJ"48"W
5.00 NOO'OJ"48"W
13.36 SOO'16'28"W
5.00 N89.43'32"W i
8,.36 NOO'16'28"lj
+
N
DAVIS eOULEvARD
\,- po:::
I _
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GRAPHIC SCALE
ZGJ
NOTES:
1. This is not 0 survey
PARCEL 11 1 TCE
A portion of Troct 6. Tollgate Commercia:
Center Phase Two, os recorded in Plot Book
18, pages 23-24 of the Public Records of
Collier County, Flor'da. Be',r'\g more particularly
described os follows:
2 Basis of bearing is the East lir'\e of
Section 34, Towr'\ship 49S., ROr'\ge 26E., Collier
CO'-lnty. Florida, being N 00.29'29" W, Florida
State P!or'\e Coordinates NAD 83/90, t:ast
Zone.
Commencing at tht! southwest corner of soid
~roct 6; thence North 00.03'':'8'' Wesl alang tf1e
West line of said Tract 6, ::J distance of 8.98
feet to the POINT OF BEGINNING; thence
continuing along said West line North 00.03'48"
West. 0 distance of 5.00 feet; tr.ence South
89.43'32" Ecst, a distonce of 110.24 feet;
thence South 00" 16'28" Wes'., c distance cf
13.36 feet to 0 point on the South li"1e of
said TroC( 6 said poi:;t also iyi"g on tele No't:"1
righ~-of-woy 'ine of Davis Boulevard; :hence
North 89.4.3"32" West oiang said Soutr, line and
sa;c North right-of-way line, (] distance oi
5.00 'eet; there€ Nonn 00",6'28" Ecst, 0
distance of 8.36 leet; thence r~crth 89'4.3'32"
West, 0 distance of \ 05.21 feet te the POINT
OF" 6::::Gnml~jG
J. Subject ta ea5ements. reservotions Qr'\d
restrictions of record
4. i::osements shown hereon ore per piat,
unless otherwise noted.
5 O:mersions ore In feet one decimals
thereof.
:::ontoining 592.94 square feet. rlor€ <A less
6 CNtlficote of oLitho,i~ation La 43.
7. R/W represen~s Right-of-Way
8 P_C_S represents Poir'\l at Beginnir'\g.
9. P.C.C. reoresents Point of CommenCEn"lent
1 0 O.R_ represents Official Re:ords
11 LB.E_ cepreserts Landscape 8'utter
::osemcn:
,2 U.r:. represents Utility ~ose~ent.
1]. F.P.lE, represer'\ts Florida Power & Light
:oserrent
14 J.E. represents Dr:Jinaqe Easement
",5 S.E reoresents S:,dewoik Easement
1 E.. P.w.t:_ represents Public Utility Easement
TEMPORARY
CONSTRUCTION EASEMENT
DURATION :s YEARS.
25{<,)
DAVID J. HYA7 . Pjll1~~,;c;:;> 7...:E FIRM)
FLA. Lie. NO. 5834
'~OT 'VALID WITHOl}", THE SIGNATURE AND T~E
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPi::R
REV.1 REVISED TO CHANGE PARCEL '-:A~1[ 4:';D 8U,RINGS :N D[SCRIP710N
CH2MHILL
SKETCH & OESCRIPTIO~ OF PhRCELlll TeE
A PORTION OF
SECTION 35, TOWNSHIP 49 S., RANGE 26 E.,
COLLIER COUNTY, FLORWA
'toW( ~ DMM4 rrt CHaD Jrl": cw) P"I.Ll
GCSOO TMO ilJH 1(-48
Ql/10/CB
This is NOT 8. Survey.
-
WI/.Miller -.=--
~,_.~.~_.~...~
~,hc.
"""__....."".___,./'IIN_.I'u.._ ___
....,.
111 TC[Of" X
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Parcel 112 FEE
Agenda Item
June
Page
Q.10C
,2008
30f 40
UNPLATIEQ LAND
Q.R. BOOK 2797
PAGE 3287
'"
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UNE
Ll
L2
LINE TABLE
LENGTH BEARING
17.39 500.29'21"[
28.01 N87"42'52" E
MAGNOl\A POND DR\VE
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EXHIBIT A
Page 7 of 11
--
Porcel 112 FEE
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NOTES:
1. This is not 0 survey.
2. Basis of bearing is the Eost line of
Sectiol'1 34, Township 495., RMge 26E"
Collier County, Florida, ~eing N 0(129'21" W,
F"lorida Slole Plane Coordinates NAD 8.3/90,
East Zone,
FEE SIMPLE
INTEREST
pac
SOUTHEAST CORNER
OF THE NORTHEAST
QUARTER QF ~
SECTION 34 '" 1
SECTION 3.: -",I
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T
3 Subject to easements. reservotions and
restrictions of record.
4. Easements showr, hereon ore per plat,
unless otherwise noted,
:;, Dimensions ore in feel and decimals
thereof.
PARCEL 1 i 2 FEE
SECTION .34
S:::CT:CN 35
6. Certificate of outhorization LB 43.
7 R!W represents Right-of-Way.
8, P,O,B. represents Point of Beginning.
9. P.O.C, :epresents Point 01
Commencement.
10. n.R. represents Of1iciol Records,
11 L.8.E. represents Landscape Buffer
Easement.
12 U.L represents Utility Easement.
13. FP.L.E. represents Florida POwer & Light
Easement.
14. D.E. represents Drainage Easement.
,5. S.E, represents Sidewalk Eosement.
15, P.U.E. represer:ts Public Utility Easement.
SECTION .35
A Port-on of Section 34, Township 49 South, Range 25 East, Collier Couflty,
Florida, Also being 0 portion of those londs described in Official Records
Book 2825, page 3107 of the Public Records of Collier County, Florida.
Being more partiCUlarly described os follows;
Comrne;L:;:ing 0\ ~r,e sOo...lheost corner of t~,e r-,octrlecst Wearter cor"er 8!
said SectiQf' 34; \neflce ,'1o'th OC'29'2i" 'Nest QI~1nq ~r,e East line 01 so:c
Section 34. 0 disto'lce of ~,J.s2.49 feet: t!',cncc S:JUUl 89'30'39" West, 0
distance of 100,00 feet tCo' the inlersection Qr the West eight-of-way iine
01 ColI;er Boulevard or,d lr,e South right-of-we)' I;"'e of I}.ognoijc PO'ld Dr;ve
olSO beirg tt-,e northeast corner of :::oid describerj tor.d'S Cine the POINT OF
SEGINN:NG; thence South 00'29'2'" East oiong said West r;gnl-ol-w<"JY ',m'
and tne eosterly bounCQrly line of said debcrioec lends, '1 distance 01 1739
feel: thence cor.tinuing along soiei II/est rigr,t-Cf-wq line 0'",0 s;:;id ecsoerl,'
toundcrt line South 04'4.3'31" \Nest. 0 di~lonce of ,307.9.3 teet; mc.,;:e
Noetfl 00'29'26" We~" 0 ,jistcllce ::11 J23,17 'eet \0 0 ;Joint cr, the South
r'gtH-of-"":lY line of soid M;:!gnol'o Pond Drive enc the f'cr'J:E'riy bou"',dwy
!;l1e of scid descrioed 10l'1d5; thence ;,ccth 8T.;2'52'" EQst tnO:lg so,d SQ,)I'1
r;ghl-of-wcy line afld said northeriy b'Jundory line, {) distcN~C of 28.01
fed (" the "'OINT OF 8EGINf\:ING
I, (FOR --:-H!:: "IRM)
Containing 4,766.64 square feet, more or less
REV.l REViSEQ TO CHANCE PARCEL NAME AND DESCRIPTION
GH2MHlLL
SKETCH & DESCRIPTION OF PARCEL 112 FEE
A PORTION OF
SECTION 34, TOWNSHIP 49 S., RANGE 26
COLLIER COUNTY, FLORlDA
TASK CODE: DRAWN flY: CHKED BY:
GCSOO TMO DJH
DAVID J,
fLA lIC I~ 5S34
NOT \IALlD WITHOUT THE SIGNATURE AND THE
ORIGINAL RAiSED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER
TYPOS
01/10/08
This is NOT a Survey.
E.,
W,,.Mi/ler -.-=.--
_.e--..-............,..........._.~~
_.>0<
__.......1/10._____.__,,,,,_.___
OR4W1NG INDEX ~
IC-.t9
""
PftOJECT NO: I'HEET
N60 15-S0L'-OO 1 112 FEE OF X
JOn ~C, 200B - t4:~e,'J7 TOS80RNEIX\S;"R\collier blvd\CH2M\iiH\\C-4S\'C-~9-PI25,d"g
UNPLATTED '...AND
O.R_ BOOK 2797
PAGE 3287
MAGNOUA POND GRIVE
PDB
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TEMPORARY
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DURATION S YEARS.
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SOUTHEAST CORNER
OF TYE NORTHEAST
OUARTER OF
SECTION 34
S::CTIQN 34 SCT::)N
-. "."---- -'
PARCEL 1',2 TeE
SE:CT::)N 34
S~:C:DN y:;
,
I, Portion of Section .34. Township .19 South r':or>oe 25 [05'_. Co,lie' C~u~ty.
Also being 0 portiM of those lo~.d5 descc,bed ;n Officio' Records Boo~ ~82S,
.3107 elf the Public Reco'ds of C"llie, COunty, Flo,ida Be"'9 more pocticulc"Y
desc,itled os !allows
'::(")""""'"~<;>"~ c: t'"le cout~~os~ ~",e~_
:'I~r'."': ~':Cr:'1 :C72?'7;"
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'er.t '0 i',(, ;:;::',IH Of'
~f sc.,,;J ,~c:;c,it,"d 'an~~; 'ncnc(c S.;.',' ", 1',7.,;: "';r \'''~S! ';:e'G
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r'F\-o,-,q~ lir,e 0' :"llie' O"~!l',:::" S'-':~
ie,.e r,f s(),~ ces~e':t,ej i:Jnd~; ~~,~.~:~ 5:J,,:'
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Contoininq ,752.38 JQl10re feel. more Of less
REV. 1 R[\/ISED TO CHANGE PARe'::L r;AME ANJ D<;:SCRIPTION TY~OS
Ctl2MHILL
SKETCH & DESCRIPTION OF PARCEL 112 TeE
A PORTION OF
SECTION 34, TOWNSHIP 49 S.. RANGE 26 E..
COLLIER COUNTY, FLORIDA
TASK OODE: DAAWN B'l': ICHKED S"l': CAD F1IL:
GCSOO TMO! DJH IC-49
01/18/08
A9f'nda Item
EXHIBIT ,'1 June
_ Page
Page '? of I 2-
--
0.10C
,2008
4 of 40
LINE
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lL3
LINE T,IL,BlE
LENGTH BEARING
28.01 'SBT42'52"w',
55,00 ,S04'43'31"W I
5_00 N8T 42'52" ['-1
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This is rot a survey
2. Basis of bearim;) is thr Eosllire of
Section 34. TowClship 495., Range 25[" Collier
CQ,,~;t\-', Flo"do, beir>g N 00'29'29" W, Flo,ida
Slote Plore Coo,dinates NAO 8J/90, Eost
Zone.
j SuDjecl to easement~, re5crvction5 ono
restriction~ of recore.
4 Easements S'lO"'" heceor ore pe' p,al,
,mle~s otherwise noted.
5 Cimenslons ere '" feet and decimalS
thereof.
"O':do
Doge
6 Certificate of c<Jihor'ZOlion L8 4.3.
7. R/W represerlls Right-o(-woy,
8. P_O,S represents PO;rl\ of 8~ginrl:ng.
9 P,O_C. represents Poir1l of
Comm~ncement.
.0, OR, 'ep,eseMs ::Jfficiol Reccras
1;. U3.E. 'eoresrMs Lcndscope Buffer
~~sement.
1~, I~'E_ ,~p,p.s~nts Ut<i:iy Eo~emer'\l
. 3. FY,L.E. rCi-'r~sen',s Florida Power & L~ghl
Eoseme~,t.
14 D.E, reDr,,~e"ls Oco;"ogP Eose'renf
15 S.E 'epreser>ts Sdewolk Eosement.
'.6. PUT C(:,p,esen:s Pubhc Ul;!ity Easement
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ef50mJ
DAVI:; J Hi'A~T P.S '0, :-f 1-'[ >+'/1
FLA. LIS, NO. ~834
N01 VALID WITHOUT Tf;E SlGNA7LiRE AN;) THE
2P.lGlt,A_ RAISED SEAL OF A FLOR:OA. :,JCENSED
SUR\'EYOR AND ~1f.,DP(R
This is NOT a Survey.
-
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IDIV.WlliO INDEX IiO:
lC-49
-
1CL2(;05 - \'.4-'
PROJECT NO: I SHEET
N60l5-S01l-001 ! ll2 TCBO. X
-,~ S~GP!,~:x \:uP\ cq"ier tJ',a\ C;H2\'H':I\ : ~-~9 c- 4~-~~'=5,dwo
SECTION 27
SECTION 34
POC ~'"
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,
LINE
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LENGTH BEARING
7,38 SOO'29'21"[
14.22 NS9'Q7'01"E
7,21 NS9'30'39"E
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PARCEL ILl FEE gen a Item o. 10C
June 2 ,2008
A portion of Section 34, Township 49 soLfDane 5 of 40
Range 26 ~os\, Collier Counly, FlOrida. Also belii'g
o portion of those lands aescribed in Official
Records Book 2797, page 3287 of the Public
Records at Collier County, Florida. Being more
particularly described os follows:
Commencing at the northeast corner of said
Section 34i thence South 87'54'38" West along
the North line of said Section 34, 0 distance of
100.04 feet te 0 point on the West right-of-way
line of Collier Boulevard said point aiso being the
no~theaEt corner of said described londs; thence
South OQ:29'21" East along said West
right-ol-woy tifle or'ld the easterly boundary line
0/ soid described lands, 0 distance of 7.38 feet
to the POINT OF BEGINNING; thei"'ce continu;r'lg
(JIang said West right-Of-way line Md the
easterly boundary line of said described loMs
South 00'29'21" Eost, 0 dislonce of 1,269.66 feet
\0 the intersection of soid West right-of-way line
ond the North righi-of-way line of Magnolia Pond
Drive said point olSO being the southeasterly
corner .of said described lands; thence South
87'42'52" West olong the North right-of-woy line
01 said Magnolia Drive and the southerly boundary
iine 01 seid described lands, 0 distance 0/75.54
feet; tl1ence North 44'30'34" :cost, 0 distance of
78.14 feet thence North 00.48'01' West, Q
distance of 354-.58 feeti thence North 89'07'01"
Eost, a distance of \4.22 leet; thence North
OO.2~/02" We5t. 0 dislonce of 552.10 feet: thence
North 00'28'J8" West. Q distance of 309.98 ieet;
thence North 89'30'J9" Eost. Q distcnce of 7.21
feet to ttle POINT OF BEGINNING.
Containing 16,532.91 square feet or 0.3795 acres,
more or !ess.
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GRAPHIC SCALE
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NOTES:
1. Tt-,is is not 0 survey
2. Basis of bearing ,s the East line of
Section 34, Township 495., Range 26E.. Collier
County, Florico, being N 00'29'29" W, Flor,do
State Plane Coordinotes NAD 83/90, East
ZOr"le.
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restrictions 01 record.
4. Easements shown hereon are per plot,
unless otherwise noted.
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thereof.
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l 7 ;/W represents Right.-of-Way.
L" S. F.D.B. represents p,O,int of Beginning.
g. P.O.C rep~esents POInt of Commencement.
10. Q,R. represents OffiCIO', Records.
11 L8.E. represents Landscape Bufter
-:::osemenL
, 12 U.E. cepresents Utility Easemef1t.
13. F,P.L.E. represents FiOrrda Dower & Ught
Ecsement.
14. D.E. represents Drainage Easement.
'5 S.E represents Sidewalk Eosemer;t.
16. P.U.E. represents Public Utility Eo~ement.
AND DESCRIPTION TYPOS
26 E.,
01/10/08
PROJECT NO:
NOOJ~'-SOv-OOl
j':i
D':"ViD J I, (FOR THE fiRM)
Fl)'. uc. r~v. 58_,
NOT VAliD WITHOUT THE SIGNATiJRE AND THE
ORIGiNAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR ANQ MAPPER
This is NOT 8 Survey.
Wi/.Miller -==.--
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DRAWlNO INDEX NO:
le-HI
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10" .~. "cee - '<",6,~~ ';QS80RNC,X\SUR\collier Uy~\CH2MH;II\ ,C-4'1\ 1C-49-P:713.a..g
SECTION 27
SECTION 34
:...Ir'IE 7...5L..F
I' LINE -LENGTH
Ll 7.17
L2 14.22
L3 7.30
L4 15.00
L5 16.87
BEARING
S02".05'22";: I
589.0T01"y,-
S87"42'S2"W
N88.S2'4J"F.
NfJ.9'34'58"E
Po'cel
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CH2MHlLL
SKETCH & DESCRIPTION OF PARCEL 113 TeE
A PORTION OF
SECTION 34, TOWNSHIP 49 S., RANGE 26
COLLIER COUNTY, FLORIDA
TASIC C(JO~ IDMWN ~ CHKDl B'1": jCAD F'1L.E:
GCSOO TMO DJIl lC-49
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L____.
""eEL 113 TE genda Item o. 10C
June 2 ,2008
A cort;on of Se':lion, 34, Township 49 SO?age 6 of 40
Range 26 Eo~t, Coll1er County, Flonda, Also
beirlg 0 portiorl or those laMs described in
QUidol Records Book 2797, ;:loge 3287 of the
Publ;c Records of Coilier Cnunly. Flor.do 8eii"lg
more porticulorly described os foilows:
Commei"lci.~g at \he ,.,ortheost comer of said
Sectiorl 34; thence SoL:lr. 87'54'38" West aloi"lg
the fjo'th iine Of soid Sect:oi"l 31., 0 distonce
o ~ 1 07, 4 5 fee t; t:-o en c e Sou thO 2. 05' 2 2" East, 0
distonce 01 7.\7 feet to the POINT OF
Af:GINNING;
~i'_ence South 00'28'38" Eost, 0 distance of
309.98 feet: therlee South 00'25'02" Eost. Q
distonce or 552,10 leet: thenoe Soutl'18g.07'Or'
West, 0 distorlce of 14,22 teet: thence South
00'48'07" Eost. 0 dis\once of 354.58 leet:
thence South 44'30'34" West, 0 distance of
7814 feet to a po:n\ on l'le North
'ignt-c'-way line or ~",ngno!ic Pond Drive said
poirlt olso iying or, the southerly boundary lirll!
of SOld descrioed laMs: thence Sauth 87"42'52"
We~\ 010rl9 said North right-ai-way i'lrle oM
said southerly boul'ldory line, 0 aislonce 017.30
feet; thence H::lrth 44'.30'34" Eost, a dislance
a' 63,37 feel; thence Narth 00'29'18" West. 0
distance or 185_91 feet: therlee North 01'07'17'
W/lst, a distonce of 195,0 \ feet: trlel'lce ~-jorth
88'52'43" East, 0 distance of '5.00 'eel;
t~,.nce NQrt~ ~G.25'Q2" West. a dis~a'lce of
846..38 fee;; thence North 89'J4'58" [os:, a
dis1o'lce 01 16.57 fee~ ta tile DO:NT or
8EGINNfNG
::;anta;r.:ng 2\,=>80,7.3 sOuore fee: or :1,4954
acres, more or ess.
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CPA;:>HIC SCALE
I\OTES'
1. This,~ not 0 survey.
~
2 Basis of becring IS the East line of
Sec~ion 34, Township 495" Ronge 26E.,
Cc:lier Countv, Florida, being N 00'29'21"
w, rioridc Slote Plane Coordinates NAD
E'3/90, EDst ZDne.
7.
o
3. SUbject to easements. rcservctlons
ond restrictions of record.
,,~ -
Eosc-nents S'1o....r. ~~.ec'IJre :::>er plo~.
'~nless c;herwise ,'1o:eC
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5 Dimer>s,or,s ere in lee', and '~(;cirlC:s
'.herr.of.
5 Cr.riifivJte 01 (]ut~o.izotic~ L8 /,3
7. P.jW represents Right-of-Way.
8 p O,B. reprcscrHs POint cf Beginning
9 POC:, represents Doi"t of
Commencement.
10. C,~, r~prese'ts Of'ic;cl Records
11. L.B,E, re:Jresents ~Qndsc:pe Buff~r
Casernen!.
12 'J,E. cepresents :Jt:li~y Easement
13, ~PL_E, reD'ese,ts ,IDr'da ~ower &
Ligrt Easement
14. D.E, re,l'esents D'air,oge
15 SE represents Sidewalk
16. P_U;:. .epr€;;ents Public
:JSe'Tier:
Easement.
rosement
~JUity
B~. ~
~~'TLI~. ~yo~ 58~.%II:T~Y ~:~;-"\"
NOT 'lAUD WI1f'.OUT ;riE SIC",jATURE NW THE
JRiGINA,- RAISO SU-,L OF A FLORIDA ~iCENS~D
~\~'1[YCR AND MA~PEq
This is NOT a Survey,
-
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DRA'MNQ INDEX NO:
lC-49
PPtOJtCT NO: 'StlEEf
N5015-S0LT-OOl : 113 TC~OF X
I"'"
,en 1-: 200B - ',.:2: :5:' TOSBORNf,!X:\SUr,\coll>.' blvc\.C-i2M;1i1:\ 1C-49\ lc-.~-"n5.~"'g
Parcel 114 DE
SECTiC~~+~?
SECTION ,34
I
EXHIBIT A
Pt!\ge-lL of~
II SECT~26
SECTION .35
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CH2MHlLL
SKETCH & DESCRIPTION OF PARCEL 114 DE
A PORTION OF LOT 2, CITY GATE COMMERCE
CENTER PHASE ONE, P.B. 41. PGS. 6-7,
COLLIER COUNTY, FLORIDA
TASK CODE.: OAAWN BY: CHKED Err:
GCSOO TMO DJH
PftOJECT NOl
N6Q15-S0U-OOI
rel' :~, <~:!l - ;[:-1146 TOS~ORri~I.\;\SlIR\~()!i'er lllvC\Cri2!.11.a,\ \{;-49\IC-~9-P114-DS.d"9
DRAWING INDEX NO;
lC-49
I
L-
PARCEL 114 DE Agenda Item o. 10C
June 2 ,2008
A portion 01 Lot 2, :::ity Gote Commerce D 7 f 40
Center ?ha~'e One. Plct Book 41, peges e_liIge 0
oj the Public Recore:; of Collier County,
Florida. Also being a porlion of Section 35,
Townsnip 49 Saulh, Range 26 EasL Co"ier
County, Florida. Bein;; more Do~ticuiariy
c.lescrilled as IO]lows~
Beginning al the northwest corner of said
Lot 2. lhence North 89'30'55" Easl along the
North line of soid Lot 2, 0 distance of 22.00
feet; Thence leaving said North line South
00"29'21~ East. a distance of 32.09 leet;
Thence South 89'30'34" West. 0 distance 01
22.00 leet to 0 poinl on the East
right-al-woy line of Collier 80ulevard; Thence
North OO'2g'21~ West olang said Eost
right-of-woy line, 0 distance of 32.09 feet
to the POINT OF BEGINNING,
Contoining 706 '.lquare feet or 0.0162 acres,
more or less.
LINE'
L1
L2
L3
L4
LINE TA8LE
LENGTH I BEARING
22.00 N89' 30'55" E
32.09 500'29'21" E
22.00 589'30'34"W
32.09 ,NOO'29'21"W
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GRAPHIC SCALE
NOES:
1. This is not 0 survey.
2. Basis of bearing is the West line of
Section 35, TownShip 495., Range 26E.,
Collier County, Florido, being N OO'29'21~
W, Florida State Plone Coordinotes NAO
83/90, East Zone.
.3. Subject to easements, reservations
ond restrictions at record.
4. Easements shown hereon are per plat,
unless otherwise noted.
5. Dimensions arc in feet and decimals
thereof.
6_ Certificate of authorization LB 4.3.
7. R/W represents Right-or-Woy.
B. P.O.B. represents Point 01 Beginning
9 P.O.C. represents Point of
Commencement.
1 Q. O.R. represents Officiol Records.
11. L.B.E. represents l.ondscope Buffer
Eosement.
12. UE. represents Utility Easement.
13. F,P,L.[ represents rlorida Power &
Light Eosement.
14. DE represents Drainage Easement.
~ 5. CAE represents Conal Access
Easement.
16, P.U.E. represents Public Utility
:::osement.
DAViD J. HY
FLA. ue. NO 58,)4
NOT VALID WITHOUT THE SIGNATURE AND ,HE
ORIGINAL RAISED SEAL OF A I'"LORIDA LICENSED
SURVEYOR AND MAPPER
this is NOT a Survey.
WII_Millef --"'==--
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SHEET
114 DE OF X
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SECTlOr< \3'
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por1el 1 '15
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CH2MH1LL
SKETCH & DESCRIPTION OF PARCEL 115 DE
A PORTION OF LOT 1, CiTY GATE COMMERCE
CENTER PHASE ONE, P.B. 41. PGS. 6-7
COLLIER COUNTY, FLORiDA
TASX CODE: auaD BY: CAD FlU::
GCSDO OJ/! 1[-49
SECTION 26
SECTION 35
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PAPCEL 1 '5 DE Agenda Item o. 10C
June 2 ,2008
A pcrtiOfl o! Let 1, City Gate Ccrrme~ge 8 f 40
Center Phose One, ::>10\ Book 4\, pages
5-7 01 the P'Jblic Records at Collier
Coun:y, Florida. Also 'Jeingo portion of
Section 35, Township 49 SOuth, Range 26
Eost. Collier Cour,ly, Florida. Being more
porticulcrly described os follows:
L
Beginning at the southwest corner of said
lot t, thence North 00.29'21" West along
the East right-ol-way line of Collier
Boulevard, c distance of 38.19 feet: thence
leoving soic Eost right-at-way line North
89.30'34" East. 0 distance of 22.00 feet;
Therlce South 00.29'21" Eost, 0 distance 01
38.19 feet to 0 paiMon lheSouth lirleof
soid Lot 1: Thence South 89'.30'55" West
olong soid South line, 0 distance of 22..00
feel to 0 poirll on soid East right-ai-way
line ond tne POINT OF BEGINNING.
Carltoining 840 square feet or 0.019.3 acreS,
more a-less,
LINE
LI
L2
L3
L4
LINE TABLE
'cENGTH BEARING
22.00 N89'30'34"E
38.19 500'29'21"E
22.00 S89'30'SS"W
38.19 I NOO'29'21"W
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GRAPHIC ~':Al_E
NOTES:
1. This IS not a survey.
2. Basis of Dearing ;s the West 'ine
of Section 35, Township 495" Range
26E.. Collier County, Florida, being N
00'29'21" W, Florida State Plane
Coordinates NAD 83/90, East Zone,
3. Subject to easements, reservations
and restrictie"1s of record
4, Easements shown hereon ore per
plot. ~nless otherwise noted.
5. Dimensions ere in reel 8nd
decimals the~eor.
6, Certificate 01 Quthorization LB 4,3.
7. R/W represen\s Right-of-Way.
8 P.O.8. represents Po',,! of
Beginning.
9 P,O.C. reoresents Point of
Co~mencement.
10. O.R. represents Official Records.
, 1. L.B.E, represents Landscape Buffer
Easement.
'2_ U.E. represents VtiHy Easement.
13. jC.P.i~,E, represents ~Iarido Power &
Light Easement.
14. D.E. represents Drainage Easement
15, CAE, represents Conal Access
Easement.
,~. P,U_E. re;xesents PL.blic Utiity
Easement.
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Agenda Item No. 10C
June 24, 2008
Page 19 of 40
Technical Memorandum
Collier Boulevard (CR 951)
From Davis Boulevard (SR 84)
To Main Golden Gate Canal
Prepared for
Collier County, Florida
Right of Way Acquisition Department
Revised June 7, 2008
Prepared by
. CH2MHILL
...
Agenda Item NO.1 OC
June 24, 2008
Page 20 of 40
Table of Contents
1. Introduction ................................................................................................................ .................1
2. Project Description.....................................................................................................................1
3. Need For Transportation Improvements ...............................................................................1
4. Existing Conditions.................................................................................................................... 4
4.1 Collier Boulevard.................................................................................................................. 4
4.2 Beck Boulevard .....................................................................................................................4
4.3 Intersections........................................................................................................................ ...4
5. Evaluation Factors ......................................................................................................................7
5.1 Alternate Alignments.. ......... ...... ........... ......... ....... ..... .......... ....... ............................... ..........7
5.2 Safety Factors ......................................................................................................................10
5.3 Long Range Planning Factors ...........................................................................................10
5.4 Environmental Factors .......................................................................................................10
5.5 Costs ..................................................................................................................................... 10
6. Summary Of Proposed Improvements .................................................................................11
6.1 Collier Boulevard.... ....... ........... ............. ..................... .................... ...... .................. ............11
6.2 Beck Boulevard ...................................................................................................................11
6.3 Intersections.................................................................................................................... ..... 11
7. Traffic Analysis...... ...................................................................................................................13
Figures
Figure 1-1
Figure 1-2
Figure 3-1
Figure 3-2
Project Limits.................................................................................................................. 2
Current Project(s) Location Map .................................................................................3
Current Land Use ..........................................................................................................5
Future Land Use ............................................................................................................6
Tables
Table 7-1 Signalized Intersection LOS/Delay Comparison ...................................................14
Appendices
A Intersection Layout
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7, 2008
Agenda Item No. 10C
June 24, 2008
Page 21 of 40
--.
1. Introduction
Collier County has initiated a roadway improvement project to widen approximately 1.1
miles of Collier Boulevard (CR 951) from Davis Boulevard (SR 84)/Beck Boulevard to Main
Golden Gate Canal, in Collier County, Florida (Figure 1-1).
The specific purpose of the project is to enhance mobility and develop a traffic circulation
plan for the local system connection to the primary facilities of Collier Boulevard (CR951)
and 1-75 that promotes safe local traffic, bicycle and pedestrian movements. The intent of
the project is to provide adequate transportation capacity to meet future traffic development
and planned growth as approved in the Collier County Growth Management Plan.
This project shall address cost, environmental impacts, permitability, current and future
development patterns. In addition, this project is part of an overall corridor improvement
program Collier County has undertaken to increase capacity along Collier Boulevard from
US 41 to Immokalee Road (CR 846). The other projects comprising the Collier Boulevard
corridor improvements are at various stages of completion. The section from US 41 to
Davis/Beck Boulevards (immediately south of this project) is under construction. The
section from Golden Gate Main Canal to Golden Gate Boulevard is in the 90% design phase.
The section from Golden Gate Boulevard to Immokalee Road is under construction (Figure
1-2).
2. Project Description
The Collier County Transportation Department (County) proposes to widen Collier
Boulevard from Davis/Beck Boulevards to Golden Gate Main Canal, a distance of
approximately 1.1 miles. The existing road is a four-lane, divided, rural-arterial highway.
The proposed project will widen Collier Boulevard to a six-lane, divided, urban-arterial
highway with a continuous auxiliary lane along each direction of travel between
Davis/Beck Boulevards and City Gate Boulevard. Beck Boulevard will be widened from
two lanes to four lanes for a distance of 0.25 mile; the 1-75 NB exit ramp intersection with
Collier Boulevard will be realigned; and the City Gate Boulevard intersection with Collier
Boulevard will be realigned.
3. Need for Transportation Improvements
This project is being developed as a vital component to the regional transportation network
to accommodate existing and future residential and commercial growth in the area and
meet future traffic demands in Collier County. The southern portion of Collier County has
seen significant development and growth in recent years, and continues to grow north and
south of the 1-75 interstate corridor. A 25% increase in population is projected for this area
of Collier County by 2015. All vacant land adjacent to this project has current development
underway or planned development activities within the next several years. This growth
presents major challenges to the Collier County network of arterials and collectors, and
prompted the required improvements to this vital north-south roadway connection to 1-75.
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7,2008
A
o 500 1000
I I I----L-...-J
Scale in Feet
FIGURE 1.1
Project Limits
Collier Boulvard (CR 951)
Davis Boulevard to Main Golden Gate Canal CH2MHILL
North
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FIGURE 1.2
Current Project(s) Location Map
Collier Boulvard (CR 951)
Davis Boulevard to Main Golden Gate Canal CH2MHILL
North
Agenda Item NO.1 OC
June 24,2008
Page 24 of 40
Figures 3-1 and 3-2 show current and future land use for the property adjacent to the
project.
Collier Boulevard provides a continuous connection between Marco Island to the south and
lnunokalee Road to the north. As such, the roadway provides direct access to 1-75 for a
large portion of the County's residents. Currently, this portion of Collier Boulevard creates
a bottleneck for traffic due to the lack of capacity in providing connections to 1-75.
Improvements to this portion of the roadway through the 1-75 interchange, as well as the
other portions of Collier Boulevard, will enhance regional mobility as well as hurricane
evacuation by adding increased capacity through the corridor.
4. Existing Conditions
4.1 Collier Boulevard
The existing ColIier Boulevard roadway consists of four, 12-ft. travel lanes with a depressed
grassed median that varies between 12 and 23 ft. in width. The outside shoulder width is 12
ft. (six foot paved). There are traffic signals located at the intersections of Collier Boulevard
and Beck/Davis Boulevards; 1-75 SB entrance/ exit ramps; 1-75 NB entrance/ exit ramps; and
Utilities Drive. There is one non-signalized, fully directional intersection with City Gate
Boulevard.
The existing right-of-way width varies between 210 and 500 feet. L/ A right of way (right of
way that prohibits or limits access to the roadway from adjacent property) extends from
Davis/Beck Boulevards on the south through the 1-75 interchange to Utility
Drive/Magnolia Pond Drive on the nortll. From Magnolia Pond Drive/ Utilities Drive to
Main Golden Gate canal, the right of way allows access to adjacent property.
4.2 Beck Boulevard
The existing Beck Boulevard roadway consists of two, undivided 12-ft travel lanes with
median left turn lanes. Beck Boulevard provides access to commercial industrial and
residential properties located between ColIier Boulevard and 1-75. The existing roadway
right of way width varies between 100 and approximately 400 feet and allows access to the
adjacent property along the entire length of the road.
4.3 Intersections
There are five existing intersections along Collier Boulevard:
1. Beck/Davis Boulevard (Signalized)
ColIier NB Approach (Currently under construction): 4 thru, 2-left turn, 1 right turn.
Collier SB Approach: 2 thru, 1 left turn, 2 right turn.
Davis EB Approach: 1 thru/left, 1 left turn, 1 right turn.
Beck WB Approach: 1 thru, 1 left turn, 1 right turn.
4
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE7,2008
A
C-3
C-4
CPUD
E
GC
I
MPUD
P
PUD
RMF(X)
RPUD
RSF(X)
Agriculture
Commercial - Intermediate
Commerical- General
Commercial Planned Unit Development
Estates
Golf Course
Industrial
Mixed Use Planned Unit Development
Public Use
Planned Unit Development
Residential Multi Family (Units per Acre)
Residential Planned Unit Development
Residential Single Family (Units per Acre)
A
o 500 1000
I I I I I
Scale in Feet
FIGURE 3.1
Current Land Use
Collier Boulvard (CR 951)
Davis Boulevard to Main Golden Gate Canal CH2MHILL
North
Agenda Item NO.1 OC
North
I I I
Scale in Feet
FIGURE 3.2
Future Land Use
Collier Boulvard (CR 951)
Davis Boulevard to Main Golden Gate Canal CH2MHILL
A
o 500 1000
Agenda Item No. 10C
June 24, 2008
Page 27 of 40
2. 1-75 SB Entrance/Exit ramps (Signalized)
Collier NB Approach: 2 thru, single ramp connection to 1-75 SB (unsignalized).
Collier SB Approach: 2 thru, 1 left turn.
1-75 SB Exit; lIef! turn, 2 right turn.
1-75 SB Entrance: Single lane ramp.
3. 1-75 NB Entrance/Exit ramps (Signalized)
Collier NB Approach: 2 thru, 2 left turn.
Collier SB Approach: 2 thru, single ramp connection to 1-75 NB (unsignalized).
1-75 NB Exit: 1 left turn (Signalized), 1 right turn (Free flow/merge).
1-75 SB Entrance: Dual lane ramp narrowing to a single lane approaching 1-75.
4. Utilities Drive/Magnolia Pond Drive (Signalized)
Collier NB Approach: 2 thru, I-left turn, 1 right turn.
Collier SB Approach: 2 thru, lIef! turn, 1 right turn.
Magnolia Pond EB Approach: 1 left, 1 thru/right.
Utilities WB Approach: 1 thru/lef!, 1 right turn.
5. City Gate Drive (Unsignalized - NT Intersection)
Collier NB Approach: 2 thru, 1 right turn.
Collier SB Approach: 2 thru, lief! turn.
City Gate WB Approach: lief!, 1 right turn.
5. Evaluation Factors
The following factors were considered prior to recommending the proposed improvements:
-
,
5.1 Alternate Alignments
Collier Boulevard: Collier Boulevard is an existing roadway within an existing right of way.
As such, design considerations were to keep any improvements within the existing right of
way to the greatest extent possible. Traffic analysis was performed by the FOOT as part of
their study to deternUne improvements to the Collier Boulevard/I-75 interchange. The
results of the FOOT study indicated that 8 lanes are required along Collier Boulevard
through the interchange to provide adequate capacity for traffic operation. In order to
provide the additional 4 lanes along Collier Boulevard, two possible alignments were
considered - widening to the inside median and widening to the outside. Widening to the
median presented the following conditions:
. The median is not wide enough to add two lanes in each direction, requiring widening
to both the inside and the outside to accommodate the 8 lane section. Widening to both
sides increases the number of traffic control phases and increases the cost of
construction.
. Widening to the median required shifting the roadway alignment from inside to outside
several times to accommodate left turn lanes at the intersections and to avoid the
existing piers for the 1-75 bridge over Collier Boulevard, transforming the existing
straight roadway to a constantly transitioning alignment.
7
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE?,2008
Agenda Item NO.1 OC
June 24, 2008
Page 28 of 40
o Portions of the drainage swales would be impacted in the areas where widening to the
outside occurred and would require relocation outside the widening limits.
o Right of way would be required at the northwest corner of the Davis Boulevard
intersection to accommodate the right turn lanes from Collier Boulevard SB to Davis
Boulevard WB
o Right of way would be required along the west side of Collier Boulevard north of the
ramp to 1-75 NB. Lane widths would be reduced to 11 feet and the median width
reduced to be only wide enough to accommodate required turn lanes to minimize the
amount of right of way acquisition.
Widening strictly to the outside presented the following conditions:
o The alignment of Collier Boulevard remained a straight tangent.
o All drainage swales on the outside would be impacted and require relocation outside
the widening limits.
o Right of way would be required at the northwest corner of the Davis Boulevard
intersection to accommodate the right turn lanes from Collier Boulevard SB to Davis
Boulevard WB
o Right of way would be required along the west side of Collier Boulevard north of the
ramp to 1-75 NB. Lane widths would be reduced to 11 feet and the median width
reduced to be only wide enough to accommodate required turn lanes to minimize the
amount of right of way acquisition.
o Widening would be one contiguous strip, lowering construction costs.
Beck Boulevard: The FOOT is designing improvements to Davis Boulevard as a concurrent
project to the Collier Boulevard project. The FOOT is proposing 6 lanes across Davis
Boulevard at Collier Boulevard - 2 lanes westbound; 3 left turn lanes from Davis Boulevard
EB to ColIier Boulevard NB; and one lane eastbound. This alignment on Davis Boulevard
was set given consideration to the location of the two gas stations in the northwest and
southwest corners of the intersection.
On Beck Boulevard, 2 lanes eastbound are required to accept the dual left turn lanes from
Collier Boulevard SB. Two lanes westbound are provided to match the laneage on Davis
Boulevard WB. Two scenarios were studied relating to left turn lanes and right turn lanes:
1. Dual left turn lanes from Beck Boulevard WB to ColIier Boulevard SB and a single right
turn lane from Beck Boulevard WB to Collier Boulevard NB.
o Right of way would be required along the north side of Beck Boulevard for the
addition of the right turn lane.
o One of the ingress/ egress points for the businesses on the north side of Beck
Boulevard, west of Tollgate Boulevard, falls within the limits of the right turn lane.
Prudent access management practices dictate that ingress/ egress points on turn
lanes is to be avoided. These businesses also have access to and from Beck
Boulevard via Tollgate Boulevard.
2. Single left turn lane from Beck Boulevard WB to ColIier Boulevard SB and no right turn
lane from Beck Boulevard WB to Collier Boulevard NB.
o No additional right of way would be required
8
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7, 2008
Agenda Item NO.1 OC
June 24, 2008
Page 29 of 40
. Ingress/ egress point to the businesses north of beck Boulevard, west of Tollgate
Boulevard, does not conflict with any turn lanes.
Although the first scenario requires right of way, the traffic analysis shows that providing
the additional turn lanes allows more vehicles on Beck Boulevard through the intersection
with reduced signal phase timing, reducing the overall delay at the intersection by allowing
more green time to be assigned to the Collier Boulevard and Davis Boulevard signal phases.
1-75 Ramp Intersections: The configurations of the intersection between Collier Boulevard
and the 1-75 SB entrance ramp, the 1-75 SB exit ramp, and the 1-75 NB entrance ramp will
remain as exists and be modified only to accommodate the new curb line of Collier
Boulevard. The configuration of the intersection between Collier Boulevard and the 1-75 NB
exit ramp was evaluated under the following scenarios:
1. Left turn through signal; right turn free flow (same as existing). Due to the close
proximity of the Utilities Drive/Magnolia Pond Drive intersection, this scenario requires
motorists exiting 1-75 NB to weave across 4 lanes on Collier Boulevard if they are
travelling to make a left onto Magnolia Pond Drive. This creates an unsafe condition.
2. Left and right turns controlled through signal. This scenario allows motorists travelling
to Magnolia Pond Drive to make the right turn and move to the left turn lane through a
protected signalized phase. An additional lane would be added to the exit ramp to
accommodate the stacking of the right turn vehicles at the signal.
Utilities Drive/Magnolia Pond Drive Intersection: Magnolia Pond Drive is to be widened
by the developer of the property on the west side of Collier Boulevard north of the 1-75 NB
entrance ramp. The widened roadway will include 2 lanes westbound; one left turn lane
and one thru/ right lane eastbound. For Utilities Drive, the following configurations were
studied:
1. 2 lanes eastbound; one left turn lane and one left/ thru/ right lane westbound (same as
existing).
2. 2 lanes eastbound; 3 left turn lanes and a thru/right lane westbound.
. Additional lane accommodated in the existing median
. No additional right of way required.
3. 2 lanes eastbound; 2 left turn lanes, a thru lane and a right turn lane westbound.
. Requires widerung and additional right of way along Utilities drive.
Traffic analysis indicated that the second scenario provided significant improvement over
the first scenario; however, the additional benefit of the third scenario did not warrant the
cost of the widening and right of way needed.
City Gate Drive North/Noah's Way: Noah's Way will be constructed by the developer of
the property on the west side of Collier Boulevard. Given this, two scenarios were studied:
1. Full signalized intersection. Traffic analysis indicated the due to the proximity of the
Utilities Drive/Magnolia Pond Drive intersection to the City Gate North/Noah's Way
intersection, both intersections could not be signalized. Since truck traffic from the
9
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7,2008
Agenda Item NO.1 OC
June 24, 2008
Page 30 of 40
county landfill can utilize Utility Drive only, the Utility Drive intersection requires
signalization.
2. Directional intersection. Without signalization, a full open intersection on a six lane
roadway can not be accommodated. From Collier Boulevard NB, the intersection would
allow right in/ right out to City Gate Boulevard North and a directional left to Noah's
Way. From Collier Boulevard SB, the intersection would allow right in/right out to
Noah's Way and a directional left to City Gate Drive.
No additional right of way is required along City Gate Drive North for either scenario.
5.2 Safety Factors
Construction of the widening along Collier Boulevard will increase the safety of the corridor
by improving traffic flow through the intersections. The addition of through lanes in
conjunction with lengthened left turn lanes will result in the elimination or reduction of
turning vehicles and through vehicles queuing in the through lanes and blocking the
through traffic. This will reduce the need for vehicles to change lanes and maneuver around
the queued traffic, resulting in fewer accidents.
5.3 Long Range Planning Factors
The widening of Collier Boulevard between Davis Boulevard and the Main Golden Gate
Canal is part of the Collier Metropolitan Planning Organization (MPO) 2025 Long Range
Transportation Plan (LRTP). The 2025 LRTP was developed in 2000 and adopted in early
2001. This project is being developed as a vital component to the regional transportation
network to accommodate existing and future residential and commercial growth in the area
and meet future traffic demands in Collier County. Improvements to this portion of the
roadway through the 1-75 interchange, as well as the other portions of Collier Boulevard,
will enhance regional mobility as well as hurricane evacuation by adding increased capacity
through the corridor.
5.4 Environmental Factors
The Collier Boulevard widening project has been designed to limit the amount of
environmental disturbance as much as possible. No wetland areas are affected by this
project and all water quality treatment required is performed within the existing right of
way through the use of conventional ponds and linear ponds. Drainage swales filled by the
proposed construction will be replaced within the right of way beyond the widening.
5.5 Costs
Costs to provide the capacity improvements of this project have been carefully considered
in the analysis and design of this project. As the project has progressed through the design
and permitting process, the costs have become more defined and developed. The design
process only considers and includes those elements essential to the purpose of the project,
thereby maintaining the costs in the Capital Improvement Program and insuring a
financially feasible construction project. Current estimate of Probable Construction Cost
(60% Design Phase) is $18.5 M.
10
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE7,200B
Agenda Item No. 10C
June 24, 2008
Page 31 of 40
6. Summary of Proposed Improvements
6.1 Collier Boulevard
The proposed improvements include six 12-f! travel lanes from Davis/Beck Boulevards to
City Gate Boulevard/Noah's Way (proposed); one 12-ft auxiliary lane northbound and
southbound from Davis/Beck Boulevards to City Gate Boulevard/ Noah's Way (proposed);
and six 11-ft travel lanes from City Gate Boulevard/ Noah's Way (proposed) to across the
existing bridge spanning Main Golden Gate Canal. 4-ft. bike lanes and curb and gutter will
be included along the entire length of Collier Boulevard within the project limits. The
widening will mainly occur to the outside of the existing roadway pavement. Median width
in the final configuration will range between 10 feet and 40 feet.
The improvements will be accomplished mostly within the existing right of way with minor
property acquisition required from adjacent properties along the west side of the roadway
north of the 1-75 interchange.
Widening to the outside is proposed as it provides a better alignment, construction costs are
less than an inside widening, and right of way requirements were the same as an inside
widening.
6.2 Beck Boulevard
Beck Boulevard will be improved to contain four 12-ft. lanes for a distance of approximately
0.15 mi., then transitioning back to the existing two lane section. The total length of
improvements to Beck Boulevard is approximately 0.25 mi. Dual left turn lanes and a single
right turn lane are proposed at the intersection with Collier Boulevard.
The improvements will be accomplished mostly within the existing right of way with minor
property acquisition required from adjacent properties along the north side of the roadway,
west of Tollgate Boulevard. In addition, due to the close proximity of ingress/ egress point
for these properties and its location within the limits of the proposed right turn lane, the
ingress/ egress point is proposed to be eliminated based upon prudent access management
practices relating to accidents between vehicles in the right turn lane and vehicles using the
ingress/ egress. Access to and from these businesses will be from existing access points on
Tollgate Boulevard and Tollhouse Drive. Minor circulation improvements within these
properties will be required to accommodate the elimination of the access point on Beck
Boulevard
6.3 Intersections
The five existing intersections along Collier Boulevard will remain and be configured as
follows:
1. Beck/Davis Boulevard (Signalized)
Collier NB Approach (Currently under construction): 4 thru, 2-left turn, 1 right turn.
Collier SB Approach: 3 thru, 21ef! turn, 2 right turn.
Davis EB Approach: 1 thru, 3 left turn.
11
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE?,2oo8
Agenda Item NO.1 OC
June 24, 2008
Page 32 of 40
Beck WB Approach: 2 thru, 2 left turn, 1 right turn.
2. 1-75 SB Entrance/Exit ramps (Signalized)
Collier NB Approach: 4 thru, single ramp connection to 1-75 SB (unsignalized).
Collier SB Approach: 4 thru, 1 left turn.
1-75 SB Exit: 1 left turn, 2 right turn.
1-75 SB Entrance: Single lane ramp.
3. 1-75 NB Entrance/Exit ramps (Signalized)
Collier NB Approach: 4 thru, 2 left turn.
Collier SB Approach: 4 thru, single ramp connection to 1-75 NB (unsignalized).
1-75 NB Exit: 1 left turn (Signalized), 2 right turn (Signalized).
1-75 SB Entrance: Dual lane ramp narrowing to a single lane approaching 1-75.
4. Utilities Drive/Magnolia Pond Drive (Signalized)
Collier NB Approach: 4 thru, 2-left turn, 1 right turn.
Collier SB Approach: 4 thru, 2 left turn, 1 right turn.
Magnolia Pond EB Approach: 1 thrujright, 1 left,.
Utilities WB Approach: 1 thrujright, 2 left turn.
5. City Gate Drive North,/Noah's Way (Unsignalized - Directional)
Collier NB Approach: 3 thru, 1 left turn, 1 right turn (auxiliary lane drop).
Collier SB Approach: 3 thru, 1 right turn (auxiliary lane add).
City Gate WB Approach: 1 right turn.
Noah's Way EB Approach: 1 right turn.
In order to provide the greatest capacity for left turning vehicles on to the 1-75 NB and SB
entrance ramps, the length of the left turn lanes have been maximized within the available
median width.
The free flow jmerge condition along the 1-75 NB exit ramp to Collier Boulevard NB has
been removed in the proposed condition. The traffic movement has been included within
the signalized intersection. Due to the addition of 2 through lanes on Collier Boulevard NB,
it was determined that maintaining the free flow j merge condition in close proximity to the
Magnolia Pond Drive left turn lanes created a short, unsafe weave across four lanes of traffic
for vehicles exiting 1-75 NB and desiring to travel west on Magnolia Pond Drive. Two right
turn lanes have been added through the signalized intersection in order to accommodate the
volume of traffic anticipated from 1-75 NB to Collier Boulevard NB.
Intersection operation and Levels of Service (LOS) for the proposed intersection
configurations are discussed in Section 7. Proposed geometry at the five intersections is
included in Appendix A.
12
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7,2008
Agenda Item No. 10C
June 24, 2008
Page 33 of 40
7. Traffic Analysis
Traffic Analysis was performed to study the traffic operation along the Collier Boulevard
corridor as part of this project. The study limits include the five intersections along Collier
Boulevard and utilized SYNCHRO and HCS as the primarily tools for evaluation.
Two alternatives were considered in the analysis:
1. No-Build Alternative: No changes to the existing geometry or capacity along Collier
Boulevard. The control type at the intersections along Collier Boulevard, with the
exception of City Gate Boulevard, will remain the same as existing. The existing full-
access non-signalized "T" intersection at the City Gate Boulevard will be converted to a
directional intersection with right-in/ right-out access to City Gate Boulevard and
Noah's Way along Collier Boulevard. Intersection lane configuration will be as
described in Section 4.3
2. Build Alternative: Intersection geometry/control at Collier Boulevard/City Gate
Boulevard/Noah's Way will remain as a directional intersection as in the No-Build
scenario. Collier Boulevard will be 8-lanes between Davis Blvd/Beck Blvd and City
Gate Blvd/Noah's Way. Intersection geometry will be improved at Davis Blvd/Beck
Road and Utilities Drive/Magnolia Pond Drive intersections. Intersection lane
configuration will be as described in Section 6.3.
SYNCHRO Analysis:
The SYNCHRO analysis results for the two alternatives are summarized below and
included in Table 7-1:
No-Build: This alternative will result in long queue lengths and extended delays at all the
intersections in the corridor. All intersections will operate at LOS F with very high delays.
As shown in Table 7-1, the overall intersection delays (average per vehicle) will be:
. Collier Boulevard/Davis Blvd/Beck Blvd: 271 second delay
. Collier Boulevard/I-75 SB Off Ramps: 461 second delay
. Collier Boulevard/I-75 NB Off Ramps: 256 second delay
. Collier Boulevard/Utilities Drive/Magnolia Pond Drive: 836 second delay
Build Alternative 1: Proposed improvements along CR 951 and side streets will
significantly reduce delay at the signalized intersections in the corridor. The reduction in
delay is significant when compared to the No-Build scenario. The following is a summary of
the reduction in delay at the signalized intersections compared to the No-Build scenario:
Collier Boulevard /Davis Blvd/Beck Blvd: Delay reduced from 271 seconds to 76 seconds
(195 second drop)
Collier Boulevard /1-75 SB Off Ramps: Delay reduced from 461 sec to 243 sec (218 second
drop)
Collier Boulevard /Davis Blvd/Beck Blvd: Delay reduced from 256 sec to 103 see (153
second drop)
13
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE7,200B
Agenda Item NO.1 OC
June 24, 2008
Page 34 of 40
Collier Boulevard / Utilities Drive/Magnolia Pond Drive: Delay reduced from 836 sec to
303 sec (533 second drop)
Although the added capacity provided by this project will improve the overall operation of
the roadway, none of the intersections under the Build Alternative will operate at LOS D or
better. The controlling factor to providing better level of service is the capacity and
configuration of the 1-75 interchange ramps, which is beyond the scope of the County and
this project. The FDOT is currently performing a study to determine the appropriate
improvements to the interchange that will provide the additional capacity to increase the
levels of service. The improvements proposed as part of this project have been coordinated
with the FDOT and can be incorporated into their intended interchange modifications. This
coordination, and the reduction in delays that this project provides, indicates that the
proposed improvements along Collier Boulevard will serve as an acceptable interim
improvement to the corridor and can form the basis of the potential ultimate improvements
that will provide operation at an acceptable level of service.
TABLE 7-1
Siqnalized Intersection LOS/Deiay Comparison SYNCHRO Analysis Results)
Intersection Approachllnt NO BUILD 2030 BUILD 2030 Reduction in
Delay (sec)
LOS/Delay (sec) LOS/Delay (see) Compared to
Descr/Dtion No Build
NB F / 369 E /68 301
CR 951/Dayis 5B F /205 E / 57 148
Blvd/Beck Blvd EB F /311 F /122 189
WB F /142 F / 112 30
Intersection F /271 E /76 195
NB F /601 F /314 287
CR 951/1-75 5B 5B F / 245 F /81 164
Off-Ramp EB F /661 (EB Riqhl) F / 459 IEB Riahl) 202
Intersection F /461 F /243 218
NB F / 242 E /76 166
CR 951/1-75 NB 5B F 1262 F /124 138
Off-Ramp WB F 1 366 (WB Left) F / 203 (WB Left) 163
Intersection F /256 F /103 153
NB F 1511 F 1209 302
CR 951/Utililies 5B F 1376 F /128 248
Drive/Magnolia EB F /334 F /343 -9
Pond Drive WB F /1407 F /446 961
Intersection F /836 F /303 533
NB N/A N/A N/A
CR 951/Citygate 5B N/A N/A N/A
Blvd/Noah's Way EB N/A N/A N/A
(Unsignalized WB N/A N/A N/A
Intersection)
Intersection N/A N/A N/A
14
COLLIER BOULEVARD IMPROVEMENTS
DAVIS/BECK BOULEVARDS TO GOLDEN GATE MAIN CANAL
JUNE 7. 2008
Agenda Item No. 10C
June 24, 2008
Page 35 of 40
APPENDIX A
Intersection Layouts
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