Agenda 05/26/2015 Item #16A 2 5/26/2015 16.A.2.
t
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Parrot Cay, (Application Number PL20140002110) approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the
final plat of Parrot Cay, a subdivision of lands located in Section 1, Township 51 South, Range
26 East, Collier County, Florida, following the alternative procedure for approval of subdivision
plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat and
associated construction documents for construction purposes and recording purposes
concurrently.
CONSIDERATIONS: The Development Review Division has completed the review of the
construction drawings, specifications, and final plat of Parrot Cay. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is within the Naples Reserve PUD, Ord. 12-29. All fees have been paid. Security in the
amount of 10% of the total cost of the required improvements, and 100% of the cost of any
remaining improvements, together with a Construction and Maintenance Agreement for
Subdivision Improvements, shall be provided and accepted by the County Manager or his
designee and the County Attorney's office prior to the recording of the final plat. This procedure
is in conformance with Section 10.02.04 F.2 of the Land Development Code.
The Development Review Division recommends that the final plat of Parrot Cay be approved for
recording.
FISCAL IMPACT: The project cost is $1,378,229.20 (estimated) to be borne by the
developer.
The cost breakdown is as follows:
a) Water& Sewer $489,835.50
b) Drainage,Paving, Grading $888,393.70
The Security amount, equal to 110%of the
project cost, is $1,516,052.12
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327--Land Development Services
Revenue generated by this project: Total: $42,526.88
Packet Page-336-
5/26/2015 16.A.2.
The Fees are based on a construction estimate of$1,378,229.20 and were paid in October, 2014.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00+$5./ac) $ 1,180.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $ 3,673.77
c) Drainage,Paving, Grading
(.75%const. est.) $ 6,662.95
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $11,021.30
e) Drainage,Paving, Grading
(2.25%const. est.) $19,988.86
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of
Adequate Public Facilities prior to the issuance of the construction plan final approval letter.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval.-SAS
RECOMMENDATION: That the Board of County Commissioners endorses staff's
recommendation to approve the final plat of Parrot Cay (Application Number PL20140002110)
for recording with the following stipulations:
1. Approve the amount of$1,516,052.12 as performance security for the required improvements;
or such lesser amount based on work completed, and as is approved by the Development
Review Division.
2. Approve the standard form Construction and Maintenance Agreement and direct the County
Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction
and Maintenance Agreement is approved and accepted by the County Attorney's
office and the Board of County Commissioners or the County Manager or his
designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land
Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division,
Growth Management Department
Attachments: 1)Location Map 2)Plat Map and 3) Opinion of Probable Cost
n
Packet Page-337-
5/26/2015 16.A.2.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.2.
Item Summary: This item requires that ex parte disclosure be provided by Commission
members. Should a hearing be held on this item, all participants are required to be sworn in.
Recommendation to approve for recording the final plat of Parrot Cay, (Application Number
PL20140002110) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
Meeting Date: 5/26/2015
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Natural Resources
4/17/2015 8:57:09 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 4/20/2015 3:39:21 PM
Name: McLeanMatthew
Title: Project Manager, Principal, Development Review
Date: 4/28/2015 9:26:40 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 5/4/2015 9:21:13 AM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 5/5/2015 7:19:05 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 5/5/2015 8:31:17 AM
Name: IsacksonMark
Packet Page-338-
5/26/2015 16.A.2.
Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget
Date: 5/5/2015 9:43:33 AM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 5/5/2015 1:01:00 PM
Packet Page -339-
5 .
RA CAN•<E SENF�. --- I�—r r �
HAMMOCK CR8 R�.� 1 MEU�OMe —
(C.R.B&I) _ rou�[li HACIENDA I KIES
F£I]CFLY. --{II
r REp' I;DR1)(P)
1 'COLLECEWO(U ./—1 QR1rQ:
COLLEGE ECIEON TL
21 PARK • VILLAGE r u —__ —
RCCKEDCE — 24 19
�_� 1_—j 20 1
IU.•ENDA LAKES.
r (Dill;P)
SASi\��PwM11 F:C•AD --�--L - —
U:L'/,A RESORT CCWM)IIfY L
(DNII
R'
28 27 3°' ::6 26-- -- ,D
co o:
YANDING 29
COMM
� HACM:ADA LAKES I y
.� (pFl)(P) [i
;--
33 34
/
35 3,3
// �>> sz
1 Vl I,1 FALLS ///, ----
•\ X EsalT . /,/ // /,/// �/' I.0 C AT 10 N
�\ T\ \\ \\ MCFIDING / / / / / / /
\1 \\ \ \ CTF RE.S'S. �/j/////%/// _r
EAGLE GREEN 3 \���\ (x11, %/////,,NAPLES///// /�/ ///■
�\ FgINTIE \ /�///%%/�/�/j/�
5
RIVptDE.N NAPLES /—��-..0.".... �— \\�\ ✓ ___ --
NOTORC0ACA � \\.S
�� RESORT �\\�r/ WALNUT -- RC:AL
A RES
P f
LAKES
9 .L zj 10 11 N. 12PArADISE
i co P(MNTE 7 8
ASIi.)81FSME- \ RV RST
[ul CTR.Of NAPLES. \\\ /
C:' SLNIEF LAX ESQ 2r�I MAR(p SMOIrS� / 'ESTATES
'OD1ER'S CREEK / A'
___ - (ORI,1 / i '
COPES 1 \ — ---
Pf.IICAN LA);E- C01£ L__- \ �\
, _----- :,..
?RESERVE
\\
16 _ ---- 14 13 \
1\\� 17
L
MARCO y910RLS/FIDDLER'S CREE \\
-- ;CRI
MARCO SHOR Sj �� _—_ ___MARCO FRRLICR'S I SEIC /t_ /\\
0.0 il, 1
.--.23
6 21 22 ( Ns---J ,/Z%1` 24 19
\ (((111 20 WNW
hillI
-- L'— \�\\ I J SOWN
[11••••■■••■1111111111•••••111111111011111••••••••1111111111111111•••••••
NAPLES; RESERVES
Packet Page -340-
.
•
PLAT BOOK ___ PAGE ___
PARROT CAY SHEET 1 OF 4
A REPLAT OF PART OF TRACT FD2, NAPLES RESERVE, PHASE I
PLAT BOOK 53, PAGES 89-101 1
SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST, 1
DEDICATORS/R6ERVARONS COLLIER COUNTY, FLORIDA 1
.x ma casm m:RMlm na ENGINEERING
10.AAL MN re MOK IMOMM MAT SR mi.MOM U2 NO MP.CAT Nouxo us. r1. D rJ.1=11®® MRm
.75S,m mM.1 D1 T.O.RNr H MO,O.a m.n.Nmr M� w.m Dm N D�MA ill
Mra asmr,:rRaRas.mauve,e..A wane.o. WITNESS NAM
On1Na c DM.x MC PROM.
ill COUNTY APPROVAI 5;MAKE
I. TART 111•TOMMORSE a.,NO 0441710y4 cam IWO 1121 0.513 1169.SUCCESS.i°MO ROMPS.NNM M rtR ws�SOUTT FOOR1a m muLR,m,„=„1„,„,oin
MS.MACTS.1.C..C..NO AM UVISUPE MOS,o...no.,P O aww¢ 1S COUNTY IN
nRemssz w.w PRRnm.N[ ME
wwvs3 swA rnDOL Rvr Mr c ualm m w,M.n Ran.1,n 17 Rt I MK.man.
POOR nz acrosam 1/a Ism ACKNOWLEDGMENT I ,�` -e�of �e 3 m rx n .aR n..wn¢PAmwrs..ws..7 l(__ e MOCATE TO M.IMEME easra::anr{CA mar.. maor.0n Onlmcr. MrM¢M:m._ON HNNf o -- r�r•
AS n7.A,o®M PM 5.5 AO ECM..nl: I _ COLLIER mwr swm
_ M
or D amM TO M.MN \ rR
R COUNTY SURVEYOR
...nc7rrr- m M am.:�ar R7 5,111..101 xzar m...
cros ^rrra NUM RALT rAa M xown T(RAO RCA 1�-.I set Ti 1/��i -•- m.R1/[ m1a.AD. co.,HR10wR ION_Mr of
op ImenuNAT,IF.4.mn Mx 1¢M.M.n.rD.DAM os ttSM. .y IFS mum
N «K R MMED.MOM OR OMPEM F WARM L MIX.
ti mMRm.nP2A
CDDmwmmmom.
7- a
,a RE COUNTY ATTORNEY
(D w,O.Nn Om.A1m 1a w7M 17Nr Rnrn N PROJECT LOCA770MT
I.r1/o.A.Ewsndrs lan M zrox I.e.Raoul xmPesm MR rMUn¢ OF zols.AD. man ATM.mt_nr
DI moons o.:0.roM MEM 1.71/1..55.rm !n RrPMF IO[F.K 1/D
CIO ,rA,InRI,i ,RIMS.n.[ .mrwn Dm.Anow.
o. ttaun.m rAm ..A rmI-m,m MM.- PRAM.AIR DONALD C.O..JR..«.E'WNW/1 '''...,,.,..., Ymr w flaI[
WDour,TE,OR a7 COIRS Rmn.Mwr
,7,,RE PO7�..n.:a.NAB.r :1/ °°. .ft,,,,.rr ♦.SHEET 4 ♦ COUNTY COMMISSION APPROVAL
AMA«ti .'7',. r e+l i'. �� M Ors 6,K
nM57..N7 .Rnrmn7 n..NR .,„-2 n I, . ACKNOWLEOGNENT Ile SHEET 3 •* aaR a.<aRm.mN,D,m,RR mm..rlMO.
an.�, m m..R CO..rt mMRaaa..a..OIrIm RRMD NOR NM. eD,.r a mD rr •' X111 u���
1m7M.Mn,D.r«n«.,H :a I.ff,CORM.7O w N.OMR T OR INS PROW.M.M a o ^ m:�"wORD rrn E.oa
As r. CIDmm MM.MD.m MA. rD.O.,0 D.MrIE VIM.a, mMD E M NN M7 M.P. OR "" SHEET NG RECORD I NEREST COMM IMO MS 1.1 OM RON EAMMO ITT AK AM 1.7 a COML.
rArxnr0w0 As IMrsl sOU \T"'"
KS......MCLUOMO CA.KLEMM SEM..PROMO 1.7 MR VMS Sr COMM.7 MO RAT MS RID FOR AMMO 0_AM OR 55
SUOMI PC 40 NOT ssomaren wrtn.Mr Kr IV RE CO.On.a sazar twat rm a,D D.rrsz. w rnurAS r um,a rua ulsA.rt M.(mm.MM.CO srPml _MDLUSM.Of Me NOLO RECORDS Of
SHEET KEY MAP man mrn.nano.
C.111 OF MM.COW 01
R MI FM mum c01/.n.MM.
N
0)
LEGEND N
O
OE CAM.MONA SURVEYOR'S CERTIFICATE
l MC 181.11
NOTICE GENERAL NOTES £CAA07 Cil
THIS PLAT.AS RECORDED IN ITS GRAPHIC FORM.IS THE I..1/MM..NA an,77 oa r mos Mmmr. 2' 17Y M
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS HEREIN
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN Ln r�,k2; RECORD
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF H Io1 m 1R0 M A.R.MAIRM a mum rum u. r�rt TRAA AHCFRIACO m TI[MHHtA IIMARA.Mmn. WILL La.,
THE PUT.THERE MAY BE ADDITIONAL RESTRICTIONS THAT MD�ROm g/:r _ M A RE 1�
ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND e.Ti.MOIT 115151151 YE MAO ORmINICR BOA-AR. Y AS RECOMED 111 OFFICK IN THE PUBLIC RECORDS OF THE COUNTY. A.MM asf R.E[aee a mMn R M'0.ms • «m Sr '� eRaY _- N
a M.MILL
NOTE:SEC SHEET A FOR LEGAL DESCRIPTION Ay.SO w o� arm u war Mau¢w RRRD.P.su.,Aslvol rm
•
•
PLAT BOOK _ _ PAGE _ _
wPARROT CAY SHEET 2 OF 4
A REPLAT OF PART OF TRACT FD2, NAPLES RESERVE, PHASE 1
ENGINEERING PLAT BOOK 53, PAGES 89-101
ml SECTION 1, TOWNSHIP 51 SOUTH, RANGE 28 EAST,
IMO SMOSTS sm. ]e COLLIER COUNTY, FLORIDA ,......,_..._ _.____—
NORM A.MOH v..,_uRget J 13 e
.\c .0' 0. ,�'.Y TE) •' %w., _..'w
ti am 4 F :
Q �a
PART Li 111MT F07 N..icO,rt.REESXIFip -v....Ofa -":.<b\ `8u pR r,FR V 4,0,,
WOn.x MS «...�.._...`.....�` •,p sal s 1\CC OG -`�2"0����9bb.. d•°[ 4'VJr•9.•
rnJNlr[� s o M.cr w.•.m n.on rwlgR.xr DIMMER n F \\, • 31�' r o 1 '0 ( �t 11.:%:..''-''S-:' r'
...0 AT ME NORMEAST CO."OF TRACT ROCS CF S.MI OF WILLS MOMS
s.,.E..mis.....•0..[a Rrr•.NORM [uMxr ewr_s-rr -,1; ••• j - \ Q$ .+,.p•s N,,�y
MOM NORTMOSTIALT 1117.HOT X.L.SM)CUIVK TO DC LIT NAV.A RM.OF � 1 \ N,',0.,0'. x.,I.
-'••a `h ORE'
a BEM YR..n• �f F y}}.q R6 y/:4'.. A �
wm rCl rss NORM swa vT FOR 011.1.FEM ul[s SRO ly 4��•� M1`O �G� '1/4,:Q..
•` - ,,• 3 y•
Gl M
TIRMT RI F.ip 114�o M[vST.NE MI CORM 30x30-rn•cuc s SRO MCI RI ... J \ 6��y`p!� q�6 a \ 1 e g GZ< g1
MOM.FEE WOMB. M w CO I.F SRO TR 7 :
f1 \ y,1 g0 1 • 1
IMw Met
o,e��,r.m.M.,.RwMR,.ROM-OF-MY .. w R \ , ��� �. i.0d R. „J
Tom\ Mwa,.wM Rne.R[ART FOR 50.21 yea>\ r�a `n; .' ,,
C ,MI[EROOM>, -,.,r,wq„pmmq...0.rpa.n,R.E Y '.\, 4 m"det,. ,
rt, MOM 0.101LARIERT 1.01.31 REET N.010 MI MC If A.101.7 MAK 10 111E .•U.) PHASE S \ 4�Yr'\' � w .,"4 tP4•
•
N EAR AR 11R.1 w�oARR..q Dnl» w M[10111130.1130 r lK \ w`'a'°�r �- de
T,
A 001.OT SMOO MI ARCM.A CORRAL teK1E Of HOIRM NO ROC 0.RO TOLE -';'...:;'-'
•
I 41 y
\ vim ....-
HMS p}IM IMAM..[sr,w 1...7.31 FM O• BM.I[FRO
•I JY01 �•N .a,
xwM),',•'W MsfM.].a F¢i O. C7 414.0.ismer noVse
mVat M 01 s PKE
OMO A RAO.OF MOO FUT ARCOI A CENTRAL.MOLE O IxYMp•Y.BIM O SOx a' MAO mHl]' LWVTwt np' ..
p 0...•00. HAq S.A.mflT e.n,On HO RM 0. Cm iN IMSw 1'01 N" Ruts1 aY iM' - °
AM.M[A51[R[r ROM FEET �
.wo M[AM w•2.fns[O[..c M ra 11301 0x1 [].w I.a.m• viYY q>ue1'w a»' I'
•RS RUM 30.01'.•EAST RN 10.0 FEEL YIRYI" sMOYJIY I"•�'
Nq RAMS HE ROA.A LEMMA,AMR OF 0010.77.MO 0a MB 100.. JM•
1 NWYC •p'NM
S.SORMASIOM MAT it-0 Mom:THE MC OF A HAM ORM TO MO LOFT•■•.0
CM MOE ROW MOMS' 107.000 BS..
SOON•sY•5T us FOR NM HET TO• CM
IMP Dom I SfRb'Wt w.
IMO, .M N
JwMi YM..w.. RI30. TRACT ri[ N MO KM MAC, AlIf.X5rJ 9.101.0E0 SY A 0•101111,IR.HMS 7.SOOTHAESTEMT 1-73.01 Fur MONO Alf ARC.•*MEESE Co0O TO M UM CM ass' 70.00. OROT7M
SuBT a R O.0 ORM R AR,SCRIM 01001.HST FOR IIJ.e. 1 TO M „t lI R, xl,, O C•17 ss,e. 70.00. serlror
RARa.C,TA..1.,.•...I 0VAR[FEET w].e1 ACRES.30E OR LE m
KARAM rAm[pii a ata HARMS ARE MHO.114 SOWN WE OF MC MS M.72. ISM. 7110A.p•as M-1..:II,Mr.•esRm [w MOM 'svgs nox .vm Iet /3011
es..OF ROOM WORM VMS. C
N
PLAT BOOK ___ PAGE ___
1 PARROT CAY SHEET 3 OF 4
19. k
A REPLAT OF PART OF TRACT FD2, NAPLES RESERVE, PHASE I
ENGINEERING PLAT BOOK 53, PAGES 89-101
8310%Wide PARE ORIVE SUITE 2. SECTION 1, TOWNSHIP 51 SOUTH, RANGE 26 EAST,
MAPLES FLOW/EU.
R.,50,0573 FAX 17,3016076678 COLLIER COUNTY, FLORIDA
ELCWEACEVIFIC.31ESE:171ZEOLU,sepu e
WV 0101•331/1074 WIWARLE W. '
MIA.A.NEW ME.WWI , 6,
, EL •,LE.L.° it ..•
AWE **17.••• ' .
1. te .b..
'' *
1-----, --./ ' Zr jp.„. moRRuet..,R7RReET., ';': ' 1A1
011;v b, vs131 , ,tift.111g- i LI 6,160,16. 20.31. LI2 N.V.StrIff 34...
1.3 100106,0 OCT LI3 1130031111 VOW \ C4,1gUi 10k- '1'' I'VelEtEt 130. 1
'' '-'12,•18St•u ".
16 PLIE I '13,151 W ' '' ,L-W LS 13103•021 NM LIA 130,3513VE 3663. \ 13.1!71 '14,' Ili i5
1 - •- 16i! ,
, WV. 6013 MAW I i ' •••• 'LEL•E LA ILIIEREOEIN ISSE 310 36031.61163 WSW
I.6 EW6•021 20.77. LIE .•111631.3 We' 3•31,13•E
2 qaan. 1
. 113.5 , 361 X3011 3 12.7 ,.,...•''•.. -E......,' a/, Ilag iI i!m,2,!..ats,;VIS i-
•
'6.t.i.,..11.7.., --I !1,.'6111 13.1).at:4s . 11600,133W3 .33. 3.12 .133•4733 We ^ ...
ZE...,,,LE C,Wi, ,'060,.•,,"'0%,'36E033, i - Atp) E• • i
'', •
, .,,,;;,. ,..,,)!...11,4,-7\V' 'E.. ' '''''P' . “SOINIVE ACME L. X3111100363 0.70. /r t' ' -iLt -'.. rfe-L.• '
L. 111100•6111 low ut [NOTWEVE 113.' ///4,18.;,,,70 i.,01 , ,,,r. ...". 8*6, I .
ot3 too
,-,,,Ot % - \ .,(•‘''''',,S\i,\, LI1 WOWS. 3033E %,441.../E.,1 '.„.'"'411,;" k jiff ''.'6 E' / :
% Wa'q„03 CA W••• r '•',3'" •,,•,<. ;Of' ' / 76•15Witt14
9. ‘°Mk 48'''''.14.\ 9..Vt%.! S.. 5 4 V.6 i••;%■\s, 3.3•3•30. , di.'r>"V,44. 71 '''./ „ ,., ..6,9,, 4 IP P :
„,.‘.3,,,,,., 12.•SF \,•\,..„.■,.,,L%134,1%.616,SE'L 0, ,,,,Ls% .... c........r.r. . .,....,, ■
-a ',..•tt,,,V?:,;,,,.-{;„ _c..,..11.,---.1- —____ ......„,.. -,. 134E7 W. 4/ , ;:p., , .
. „.....,,,,,„.., , ,,„...,,,,,,, , .„,, ..,„:,... ,..,,„ .,,,,,,,,,,., ______ _•..„,,_ _ ..., ____ _ „,.
,.,• , ..„ ,,,1_„,,,,,,....,,,,\ , ..., ..„ , , C•71.111: „„„....-• i_.„,;,>.9-• .,,,....,,,,,,,, ,.,, •„,,,Z1.63.....7 _.,, ......."e"..—".-,..----........ze„ - „p'. '
... e. , , wruE 24 .fip.'
(,.. s,3 ...... .....• .-.... ,........4 ,,..., C...y.7. ..-.-.--."== —--,,i,...- ,.00
rcp " VS:V*,IY2 S. . \, ,L,0.14630 S"CV • —•-eeee ,g,.---t'"-- ...r..-..., , t..... - LA...
,A '.'*„4.,,,,. 75 Ilan s.e ,
,,' //Ai, ‘>,„ .• e.-' ..„.•
-0 •.:tiks.. .,,50 cks.„ ,,,,,. ..... • • ,..-..;,..,1,0. .: ..,., Mon. 5 moo s■ "....7'e ..•,_,' 'L.A. '' .2 8 „,„.'„?",/.4,.rozi. ,, ,, i. ,..,.:,-...00°-)
,..... , . . , - „ .;,....,,o, -:,,,..::„.s .....:4 :, ,...- -r '''•' ,._,.,.0.,., - .....:0:::,.• --• o,_.../f/4Z4,2,
CM •..'' 40 7 .
fL, \ -''''' 50'4-04\ IR',qt4,'\ -i. •••"..41,0 .,„ ,2.,,,_, .....1,„.. 8. 0„:„.'...r. 00....,,,..„ _ ...4:-. ._,,00, i.
s , „....,••-•,,_ ,A • ./%. '.2.3.rt,k4, ,' .'
\'1i,°:".,,.t,.:...00' \•,,,,,3, i'.‘;'..t..,e,,,SR 4 ....elf, \\ ,IA-3; , , ••••••23,br,„ ....WEL ..... e'ee 1,*..›'°.•" L'ir • .fe.-0-*./ :-...:-,..,':--
w c 1...,..• •-4, 1,,,'‹ to; , 79 :,,‘--,...0,,,,s^ - .-- ...:„..„, c..0r000 c-00. 0.-----,,,,,, ,r,
u.) ''‘.i\'4'. \\'',.•—-,40 '7.---',.,=4,---.,,, ''',..e.10-44--.-.•,-r;-:,T-rs—_ t ... ,.. ,
,..\,1, , •", W".„0343/. L....0' ....."--- crn,..10000 --,C.it,,THOUSE CiRCLE - -ritik, Oa
s,.4, 5, 4 vp,\%, ,,,", 0,,,v, .-.....,-- ,....... _ .. ,,, -...--,,,---- . '-, •f- 9.,,,,,,,..,,,- .•
s, ''''''' es ,1;• 1...,\\ \ ` ..„--...,,,,,,:i... ,--;----4.1;:s,". w ",..-,„.37- c.' --.1..ft,',.4,_, L■••_,.„-•'• --_„‘.17.,•00-4, ,..- 2, ,,,,,.. ..le"cr..:44.V.:: „
''''''' ' ' t ISL4LtE6 '' .VL,"••• 43, 4....6C#,‘`
• V e-s,„, ,,,., , „• ,,,,, • \ ‘1,,,,Z,,:•4„ P 13.033. ,,, 'R ,0 ';'. . ,,t4_,,,,, ,..., .. •.,‘ ,,,,.4.' Ott'
': .- , , lk,,,, ,,a. 0., '',.P /-4,t's:#: Nh.;.:1,,-;';','4,',. i 4'.• ...., ,-, ,L.,,, ;-, .2.5. 11. 0.1:r.,, .,,
,,,, , ,---,,-..,._.t,..$••
,.4„. . ; „...... , ,f,...•' i ;0_,,, ).--- .' - -,47„, '0"
',.. ' •,...-0•■6•,,•,,,. ,, ,: , ,,,g sFS4';‘,X7,..':4-11..e5dr.. --.0 c" .4070',"..,..7', , • .-.....- t-..f...:070_-- .. -,440000,,)-
No' ,p4Pm!.„&-:, 0,3.*.r:5„,.. \,,,,,,,...N.„ ,0 ,st's,41. 't.;• --f..-,:,..„._ ; ; '-'01"'",,,...'" __ ,-,- . .. if.-
SEE SES6366113E1A3.-,,,4- ,, -
43••' :, ,V,/' 10. ,"' •,' 'csTs, e.4...-16,• ,,,,'<,,c'‘i•,: .••sd,e.4.1.."..4,74,t, --- ,--,..00te- , ..
nig. 0660.11. i'
...
0"•'ed.,4. ‘4;:„.„.'•• 4i",:f.-4"<••.,',/ „'•••' \‘V14.6' >rV60.
NAPLES RESERVE CIRCLE 'S 4',.',.ii4,,,..., 0:„../ • 4, ' L8. 1''' ' -11,4611'606.SEE SWEET 2 CA
IRV.AL SE E ME.'0CTR7,
‘,,,, 'EL,'"'. .//..E. ,,'''''' \ .1:\".•.;Elte'0, ,,.,,,''• \
• , -1\ .'I" ''-" \ .‘EC,X• ' \
''0 "/61.1E' ' •L•,1•• •P4'<.‘6•8. '40? me.,eea. cur.Pm cue,,,,, Na
was Lam mem 1 pea. avow Kew own o-e.t mow was tau Noe wow ciao cum Lome. pous ops• loom 1.11. a)
•-''.- -. '
,'• .„••. ••• e' 'kb .8#.-/, \i,\-,-.•••''‘EN,k>,,,,,:-.•_'".4°I•„... ILS kN36S2W 7. N360OW 0.11.0790.7.0030. SN03112E L 33,36 6 CIS W0 I 25.0E W3I7E6N0.' 1100 AAE C. MVEW E MOW 0,1r 3s3n6r.
N
ca xce. 2ser I VIEW 631.16.63VE 3451. C11 .33W MEV MTH' 67f01101 aer CV MA. OW.11736• 5,621•2LE
EA 40.7V mete ienr••• soresev maw cis 104.7.1.1 425.0. 1.711. saw.. la..t. Ca Oa. zaer,ersess• sn,a,s,_
TIRRETW CS nar awe'imago' =nem-. 'ay.. cis val.I Ins. 0.562. WITIV.13 21.311. GI VAC 216.36'I irvve, secrwoli: 01
0 .10.-oesorroror, wrsron, 0:0,. 03,ay. 0.0o- roe... rusallr■ au, ea 40.7e seam,yarar i.
' C7 At wr.telv
1,107C1lINE•SEE ET 2' "-- • OSI 3.6•3 lw • 161' 11.• 11. ,NEE 60. mr351. mar mar I 1....1r■
ER 3.313 CO VISE MOW 1•70366. 05-00n. JEW Ca•I 67• CYO 101•20. VESC■1213 4.70. CV 116,111” war i.3-3rse 1 500,1 CD
063 11.200
r gt."7;3 CI1 3,16311,,,VV.,MeV, II2•SCIE• SWAT GE•SOW. WM. 26360" 101163.121 SOWY CSO„.KW 12E06 I IVIS2V I OLPILVIV6 5>
Rt WES C12 WV VOW I MOUS sawori. 32.0,E 63,3,330.1••I 126.00 20016IL 13.6•11, We. RD EV MEOW I 01•13.1 N30676,V6 .
Ci3 .,... MEW I•1211. 11771•301 •7.35 cm sar.amo, awls' 507•3111 ear cs.■ Oar u•selY1 erw•e I sw•r•It
cl. •IE MEW I PECIE 97•LESSE 412. CV 32.',•7303. 36117. 1063331WW SLOE
•
I
PARROT CAY I PLAT BOOK SHEET PAGE
4 OF 4
W A REPLAT OF PART OF TRACT FD2, NAPLES RESERVE, PHASE I
ENGINEERING PLAT BOOK 53, PAGES 89-101
w, o,K.A� aE SECTION 1, TOWNSHIP 51 SOUTH, RANGE 28 EAST,
m„��„;,'E.°�23„10,«,. f, COLLIER COUNTY, FLORIDA
s wrorors,3713T
S. .,m,,,,°g -- --n4
ye° se o:o A s
ed .0 S'de t. ,° ,.Harr sr k- ,, r _ 36 r mho A ub 4.,_?ary;.-
_ _ W p:-{ i P �i arr
d�0 451 .f. °J•4 „'pare �!" p+�vo. _ 4 - i•y8
•U _,o drs;? ,a *. Sri---... —,:=-;"- Nr„� _ — —_— T e q •, ;q q,,°+, '`.�
Krr � 4 0s r.1er"• °' ,mir—Pranei"--- CHAgiHO(/BE CIRCLE. 4nm�wrong's,soLer�� '.i J'•�id12 s0 a•'�/ _ ,r aim d- nns¢¢'nc. ��_ 'z'a'�r 4,,,ay'�y ,y'• �S°{,,�� w�•o.
•"s s$ di ,a m•' t eo •r'r e, i< t o . �r 4 �,�,,. ° .'' �,`t'L�a,. .r •..•.
■A !r �: .r•5' y"er ,xse v „.,xm" ,. . € - W , RA.. •'�`c.�,,� 6, .b.S, h
A / a VA(AAf'.../.-",':./ 1 ,rn•+ E E ,x.85:', ,z.,s �', ,Ab,,, ' zvc° ,,
:-'.4•11 ;;; 6Y1' ,a s ';'>. Mks ____� '8r ®�`w:{'` 3 a saa,.x1
# 4 a A ,a ":::4:1;":/5e i, e",� m .E. .a"zu'�na�n.L—__ — Ly ., e ' p •
°. �9 es aye'/ /8 ,�"" ::'.4741::.
__� \, .�, a r ::\t,,, \, °r a
c � ...,:.,,,,\.:,..
::::: �.f a k. .1 "�,. �'fir ♦ a w.
i"�'d d5 lit fl �4J' TRACTL, �,•0�°e. e y)`'.'''. tt.Y,Ii6, ........-,.
a 01
N
N
'"""Mud O
PAK MGM MOM
nae•DOW Ei m,x■41.3633V 14.72-
0.1
C3S1'41.17.2116.00.row' 0071.1.311. 41AT a° ao MOP rx°i ,erYVtr °.ar `
D '
Ni
5/26/2015 16.A.2.
V. .)id Q .R.C)BAU (S,i. ASSOCIATES
NAPLES RESERVE - PARROT CAY
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
GENERAL, $ 7,500.00
EARTHW OF K $ 33,609.60
SANITARY SEWER $ 270,126.00
POTABLE WATER&FIRE $ 219,71 0.50
STORM DRAINAGE $ 308,394.00
PAVING $ 423,889.10
LIGHTING(TRE:BILCOCK) $ 115,000.00
•
TOTAL S 1,378,229.20
UTILITY DOCUMENT REVIEW FEE 0.75%OF SEWER AND WATER ESTIMATE $ 3,673.77
UTILITY INSPECTION FEE 2.25%OF SEWER AND WATER ESTIMATE $ 11,021.32
PAVING GRADING DRAIN GE AM)LIGHTING REVIEW FEE 0.75%OF ESTIMATI $ 6,662.95
PAVING GRADING DRAIN GE AND LIGHTING INSPECTION FEE 2.25%OF ESTID $ 19,988.84
1
10/6.2014 4:12 PM X:1Shared\P1014-042-07(i Naples Reserve I'hase 191-Tract 101Enginee:rin;Report\App ndix_F_OPC\OPC
•
Packet Page -345-
5/26/2015 16.A.2.
l
1
la
l iii) ,R.OIJAU �;i. iViSOCIATU
1462 A
lir
PRELIM[NARY OPINION OF PROBABLE COST
NAPLES RESERVE PARROT CAY ---_—�-
Estimated By:: k.AM
Checked B y: WPM
GENERAL )ESCIUIPTION UN I (U A V T 1TV — UNIT TO TAL
E___ I
1 I
COST ----
Mobilization(Large:Projects,510.0 to 520.0 Million) LS 0 525,000.00 5 -
Mobilization(Large Projects,$2.5 to Si 0.0 Million)
Mobilization(Small Projects,.5500,000 to 52.5 Million) LS I '6
7,500.00 5 7,500.00
Maintenance of Traffic(Varies.Depends on Type Project) LS 0 5 2,500.00 5 -
L.F 0 $ 1.25 $ -
S•.aked Silt Fence
Turbidity Barrier(Floating)
LP 0 5 1:2.50 $ -
AC 0 '6 2,500.00 $ -
Clearing&.Grubbing(Burn)
Clearing&Grubbing(Chip&Haul Off-Site)
AC 0 $ :3,400.99 $ -
'Bridges(Canals,30'OT Less Using Con-Spam Type) EA
0 5 475,000.00 g -
,-----..` F 4 0 $ (,750,300(K) S
Large Bridges(Based or:SF of Deck(z$160..00 Per SF)
LS 0 57,500.00 $ -
Construction Staking Total Project
$ 7,500.00
Genera Packet Page-346-
5/26/2015 16.A.2.
illr,
A
( .y RC3A. l & ASSOCIATES
PRELII 1NARY OPINION OF PROBABLE COST
NAPLES RESERVE-PARROT CAY
Estimated 113':IKAM
Checked By:M.WD _ 1
EARTHWORK
DESCRIPTION UNIT TQUANTITY UNIT TOTAL
I_ COST
Regular Excavation CY 0 $ 2.00 $ -
Lake Excavation(Blasted Rock) CY 0 S. 2.80 5 -
Embankment(From Regular&Lake Excavation. CY 0 $ 1.50 S -
Includes Spread,Compact&.Fine Grading)
Excavate,Stockpile for Rock Busy CY 0 $ 1.50 S -
Replace from Stockpile&Cover Rock Bury CY 0 $ 1.25 S -
Import Fill(compacted in-place) CY 0 $ 9.75 5 -
Bern Construction LF 2452 $ 3.80 $ 9,31 7.60
Swr.e Construction IF 5296 $ 2.50 $ 13,240.00
Cor struction Entrance(FDOT Stone Bed) EA 0 5 3,500.00 > -
Rip-Rap(12")WI Fabric SY 0 S 60.00 S -
Retaining Wall LF 80 $ 100.00 $ 8,000.00
Rock Blasting(Range$15,000/S75,000,Depends AC 0 $ 45,000.0) S -
on Thickness of Rock&Other Variables)
Gabions(standard size 64.3'x3'tilled w,'stone EA 0 S 2 10.00 5 -
and installed)(There are 10 different sizes)
Sod @ Bemis SY 2180 $ 1.40 $ 3,052.00
Packet Page -347-
5/26/2015 16.A.2.
R0gAU & ASSOC1ATF5;
NPDES Monitoring LS 0 $ 7,500.30 $ -
Earthwork Subtotal S 33,609.60
' I
Packet Page-348-
5/26/2015 16.A.2.
Or.
6'0i,i 1 `; POBA,IU ca. ASSOCIATES
-��1
PRELIMINARY OPINION OF PROF3A.13LE COST
NAPLES RESERVE-PARROT CA.1,
Estimated By:KAMM
Checked By:MINT)
SANITARY SEWER I
DESCRIPTION UNIT IQUA.NTIT'Y LNIT TOTAL
8"PVC Sanitary Sewer Main(0'-6':Depth) LF 2205 S 2L.00 S 52,920.00
8"PVC Sanitary Sewer Main(6'-8'Depth) LF 1,'148 $ 30.00 Si 34 440.00
8"F VC Sanitary Sewer Main(8'-10'Depth) LF 611 S 42.00 5 25.662.00
8"F VC Sanitary Sewer Main(10'-12 Depth) LF 161 :1 56.00 5 9,016.00
8"F VC Sanitan'Sewer Main(12'-14'Depth) LF 0 $ 72.00 S -
8"PVC Sanitary Sewer Main(14'-16'Depth) LF 0 :S 86.00 S -
4'Diameter Manholes(0'-6'Depth) EA. 13 IS 3,800.00 S 49,400.00
4'Diameter Manholes(6'-8'Depth) E.A. 6 :5 4,600.00 S 27,600.00
4'Diameter Manholes(8'-10'Depth) E.A. 2 S 5,500.00 S 1 1.000.00
4'Diameter Manholes(10'-12'Depth) EA. 1 S 5,400.00 S 6.48)0.00
4'Diameter Manholes(12'-14'Depth) EA. 0 S 7,800.00 S. -
4'Diameter Manholes(14'-16'Depth) EA 0 S 9,000.00 5 -
Adc itional Cost,Drop Manhole for(8'-10'Depth) EA 1 S 1,000.00 S 1.000.00
Adc.itional Cost,Drop Manhole for(10'-12']Depth) EA 0 S 1,300.00 S -
Adc.itional Cost,Drop Manhole for(12'-14') EA 0 S 1.800.00 Si -
Packet Page-349-
5/26/2015 16.A.2.
Ir. ,
t .
1 � RC BAL.) < • ASSOCIATES
Adcitional Cost,Drop Manhole for(14'-16') EA 0 S 200.00 S -
6"PVC Laterals LF 1,50:3 $ 21.0C S 31,563.00
6"Single Clean-out EA 19 $ 225.00 S 4,275.00
6"Double Clean-out EA. 30 S 425.00 S 12,750.00
Video Inspection LF 1 S 2,000.00 S 2,0000.00
Lift Station Average,(See Listing Below) EA 0 $ 140,000.00 S -
4'PVC Force Main(C-900,CL200.,DR-18) LF 0 $ 16.00 S -
4'PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 18.00 S -
6'PVC Force Main(C-900,CL 200,DR-18) LF' 0 S 22.00 S -
6"PVC Force Main(C-900,CL 200,DR-14) LF' 0 $ 26.00 S -
8"PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 30.00 S -
8"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 32.00 S -
i
Air Release Valves EA, 0 $ 1,200.00 S -
8"Force Main Hot Tap EA 0 $ 3,500.00 S -
6"Force Main Hot T'ap EA 0 $ 3,100 00 S -
4"Force Main Hot T'ap EA 0 $ 2,300.00 S -
Directional Bore 4"Force Main,(12"Casing)) LF' 0 $ 140 0(1 S -
Directional Bore 6"Force Main,(12"Casing) LF 0 S 160 00 S -
Directional Bore 8"Force Main,(16"Casing)) LF 0 S 21000 S -
4"Plug Valve EA 0 $ 1,000.00 S -
6"Plug Valve EA C $ 1,200.00 S -
8"Plug Valve EA 0 S 1,500.00 S -
Packet Page -350-
5/26/2015 16.A.2.
("( 1 t!O Bi li) C', e, C S 0C-t
,� 0? d\\_.,Una.l ;..K. ! \J \..
10"Plug Valve EA 0 $ 2,000.00 S -
12"Plug Valve EA 0 $ 2,600.00 $ -
Connect to Existing Manhole EA 1 $ 2,100.00 S 2.:00.00
Sanitary Sewer Subtotal S 270.126.00
1
Packet Page -351-
5/26/2015 16.A.2.
V.
( 10 ROBAU ,c&. ASSOCIATE
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-PARROT CAY
Estimated By:IKAM
Checked By:M WI)
POTABLE WATER&F][RE
----- --- —
(— DIESC'1RL PITON
-------_��__UNIT' QUANTITY COST TOTAL
12"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 32.0D 5 -
12"PVC Water Main(C-900,CL.-200,DR-18) LF 0 5 30.00 $ -
12"Gate Valve E.A. 1) S 2,800.00 $ -
12"x 24"Hot.Tap EA 0 S 5,200.00 $ -
12"Backflow Preventer EA 0 5 12,000.00 5 -
12"Master Meter E.A. 0 S 17,500.00 5 -
Directional Bore 12"PVC w/24"Casing) - LF 0 S 265.00 5 -
10"PVC Water Main(C-900,CL:200,DR-I4) LF I) S 28.00 $ -
10"PVC Water Main(C-900,CL-200,DR-I8) LF 716 S 26.00 5 18,6 16.00
10"Gate Valve EA I S 2,300.00 5 2,300.00
10"Backflow Preventer EA. 0 S 13,000.00 5 -
10"Master Meter EA 0 S 15,500.00 5 -
Directional Bore 10"PVC w/'.'-0"Casing) LF 0 S 245.00 5 -8''PVC Water Main(C-900,CL,-200,DR-141 LF 155 S 22.00 S 4,070.00
8"PVC Water Main(C-900,CL:200,DR-18) LF 3844 S 20.00 S 76,880.00
Packet Page -352-
5/26/2015 16.A.2.
Ir.
/
f
(t '+ /RC)�IE•AU & .ASSOCIATES
8"Gate Valve va Box EA 8 S 1.400.00 S 11.200.00
8"x 12"Hot Tap EA 0 S 3.500.00 S -
8"Backflow:Preventer EA 0 $ 8,(0)0.00 $ -
Fire Hydrant Assembly EA 10 $ 3,600.00 $ 36,000.00
Deed-End Hydrants EA 1 5 3,800.00 S 3,800.00
Blue RPM'S EA I I $ 12.50 $ 137.50
Perm Bact.Sample Point EA 0 $ 1,200.00 $ -
Temporary Blow-off&Bact.Sample Points EA 0 S 1,200.00 $ -
Air Release Valve EA 0 S 1,200.00 $ -
6"Backflow Preventer EA 0 S 6,000.00 5 -
6"Gate Valve wi Box EA 0 5 1,200.00 S - 1
6"x 12"Hot Tap EA 0 $ 3,100.00 S - 1
4"Gate Valve wi Box EA 0 :5 1,101).00 S -
4"PVC Utility Sleeves LF 855 $ 5.00 S 4,275.00
2"Water Service Line LF 1384 5 10.50 S 14,:532.00
2"Double Meter EA 29 5 950.00 S 27,:150.00
2"Single Meter EA 21 S 550.00 S 11,350.00
1 1/2"Water Service Line LF 0 S 8.50 S -
1 1,2"Double Meter EA 0 5 800.00 S -
1 1/2"Single Meter EA 0 S 400.00 S -
Temp.Gap Configuration. EA 0 S 2,500.00 S -
Temp.Backflow Preventer EA 1 S 2,500 CO S 2.500.00
Packet Page-353-
5/26/2015 16.A.2.
or.
% o RoBA.0 iSz. . ASSOCIATES
Automatic Flushing Devi.e EA 1 $4,200.00 S 4.200.00
Connect to Existing Water Main EA 1 $ 2,100.01) $ 2.100.00
Aerial Canal Crossing(.3-Piers) EA (1 S 45,000.00 S -
Potable Water 6i Fire Station Subtotal $ 219.'710.50
Packet Page-354-
5/26/2015 16.A.2.
ar.
4.04.1 ROI3AU St ASSOCIATES ^.
Nii
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-PARROT CAY
Estimated By:KAM
Checked By:MWI)
STORM DILAINAGE
------- -- ----- —
l_
DESCRIPTION 1 !UNIT ] QLA\TJ'lf'Y-r—C OSiN-�-- TOTAL
Single Barrel 4'x 6'Box Culvert,he-Cast LF' 0 $ 430.00 S -
Double Barrel 4'x 6'Box Culvert,Fre-Cast LF 0 $ 880.0( S -
Triple Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 1,300.00 S -
15"RCP LT' 1,147 S 22.00 $ 25,2.34.00 n
18"RCP IF 744 S 32.00 S 2:3,808.90 r
24"RCP LI 192: S 56.00 5 10.752.00
30"RCP IF 0 S 68.00 S -
36"RCP LF' 1,480 S 80.00 $ 118,400.00
42"RCP LF' 0 $ 95.00 $ -
48"RCP LF 0 S 120.00 $ -
54"RCP LF 0 S 170.00 $ -
12"HDPE LT' 0 S 20.00 $ -
15"HDPE IF 0 S 24.00 $ -
18"HDPE LF 0 S 30.00 $ -
24"HDPE LF 0 S 40.00 S -
' 1
Packet Page -355-
5/26/2015 16.A.2.
,r.
n'
1,t
1;Oki i it.0)'E A i 4a_ ASSOCIATES
'4E``{� J
30"HDPE LF 0 $ 52.00 5. -
Valley Gutter:Inlets EA 20 S 3.200.00 $ 64,000.00
Curb Inlets(Base) EA 0 5 1,800.00 $ -
Throat Inlets(Top) EA 0 $ 2.500.00 S -
Junction Box(4'x4') EA 7 $ 3,200.00 S 22,400 00
Junction Box(5'x5') EA 3 5 3,800.00 S 11,410 00
Junction Box P (greater than 10') EA 0 5 5,600.00 S -
Junction Box J-7(less than 10') EA 0 5 4,800.00 $ ..
Junction Box J-7(greater than 10') EA 0 5 6,600.00 S ..
Control Structure EA 0 $ 5,500.00 S -
Water Quality Structure EA I $ 6,500.00 $ 6,500.00
Bubbler Grate w;Rip-Rap EA 0 $ 3.50(1.00 $ ..
Grate Inlets EA I) $ 2,800.00 $ -
Grate Inlet,Type"A" EA 0 S 3,000.00 S
Grate Inlet,Type"B" EA 0 5 3,2(1(1.00 S -
Grate Inlet,(FDOT)Type"C" EA 7 $ 2,200.00 S 15,400.00
Grate Inlet,(MOT)Type"D" EA I 5 2,800.00 $ 2,300.00
Grate Inlet,Type"E" EA 0 5 2,400.00 $ -
12"Flared End Section EA 0 S 250.00 $ -
15"Flared End Section EA I S :50.00 S 350.(10
18"Flared End Section. EA :3 5 450.00 5 1,350.00
24"Flared End Section EA 0 $ 650.00 S -
Packet Page -356-
5/26/2015 16.A.2.
ir,.
4.
(6,,). RoBA1J 6.t ASSOCIATES
30";Flared End Section EA 0 $ 1,000.00 $ -
36":Flared End Section EA 4 $ 1,500.00 S 6,000.00
42":Flared End Section EA 0 $ 2,000..00 $ -
48":dared End Section E.A 0 $ 2,500.00 $ -
54":Flared End Section E.A. 0 $ 3,000.00 $ -
15" Mitered End Section EA 0 $ 1,500.00 S -
(8"Mitered End Section EA 0 $ 1,300.00 $ -
24" Mitered End Section EA 0 $ 2,400.00 $ -
:30" Mitered End Section EA 0 $ 3,000.00 S -
36"Mitered End Section EA 0 $ 3,600.(10 S -
42" Mitered End Section EA 0 5, 4,200.(10 5 -
48" Mitered End Section EA 0 $ 4,300.00 $ -
:54" Mitered Section EA 0 $ 5,400.00 S -
Yard Drain EA 0 5 1,200.00 j _
Storm Drainage Subtotal S 308.394.00
Packet Page -357-
5/26/2015 16.A.2.
f_
n '
�
'r `'► RO BA.IU 6'e. �'�1,S S O C 1 ATE S
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-PARROT CAY
Estimated By:KAM
Checked By:MV17) ] .
PAVING _ _
DESCRIPTION UNIT QUANTI'T'Y UNIT
[_
COST TOTAL
�_
12"Concrete Ribbon Curb LF 0 $ 24.00 g• •
2'Valley Gutter LF 3173 $ 8.50 $ 69,470.50
Type"A"Curt S:.Gutter LF 562 5 12.50 $ 7,025.0 0
Type"E"Curb&Gutter IF 0 5 12.50 S -
Type"F"Curb&Gutter LF 1473 5 9.50 S 13,99:3.50
Type"D"Curb LF 0 5 8.50 S -
3/4' Type S-111 Asphalt(2nd Lift) SY 11895 $ 4.10 S 48,769 50
3/4' Type S-111 Asphalt(1st Lift) SY 11895 5 3.80 S 45,201.00
12"Stabilized Subgrade(LBR 40) SY 15294 5 1.40 $ 21,411.60
8"Limerock Base(LBR 100) SY 0 $ 5.35 $ -
6"Limerock Base(LBR 100) SY 11895 $ 4.50 S 53,527.5(1
4"Limerock Base(LERR 100) SY 6309 S 4.00 5 25,236.00
Signage&Pavement:Marking Per Mile LS 0 S 5.000.00 5 --
Fine Grading(This Could Be Priced By SY Also) DA 0 S 1,000.00 5 -
4'Sod Strip Between Curb&Sidewalk SY' 3948 S 1.50 5 5,922.00
Packet Page -358-
5/26/2015 16.A.2.
117.4 R.)BA U Es41. AS S O C I ATE s
ADA Ramps&.Detectable Warnings SF 1022 S 24..00 S 24,528 00
6'Wide Sidewalk 1;4"Thick Concrete) LF 0 $ 18.00 S
5'Wide Sidewalk(4'Thick Concrete) LF 8852 $ 12.25 $ 108,804.50
2" and Cushion SY 0 5 0.54 S
Paving Subtotal 5423,889.10
Packet Page -359-
5/26/2015 16.A.2.
x Teri hiIC hh;� 8!1i11111inu•Crluiriiulr roil
Parrot Cay Plat and Construction Plans (PPL)
Lighting Opinion of Probable Cost
Item No, Description Unit Cost Quanti!y Cost
A Lumec Lurninaire (Single)65W LED EA $6,000 3 518,000
Direct Burial Concrete Polle (20 ft..—•MF�1
(Complete Installation)
B I_umec Lurninaire(Double)65VV LED EA $8,800 1 $8,800
Direct Burial Concrete Pole (20 ft.—ME )
(Complete Installation)
C I_umec:Lurninaire Post Top 65W LED EA $1,200 21 588,200
Direct Burial Concrete Pole (15 ft.—MNI
(Complete Installation)
Total $115,000
Note: Service point, conduits, conductors and pull boxes are incidental to individual fixtures as applicable.
1,11111 111/1 ji ,
"�
•' M).4.7116 '
fir '
,•fit � •, Norman.1. Trebilcock, AICP, P.E.
��!;r�`��'�IttilA�• � Trebilcock:Consulting Solutions, PA
�4/111111:11'�'``\ FL Registration No. 471:16
Company Cert. of Auth. No. 27796
Trebilcock Consulting Solutions, PA, 1205 Piiper Boulevard,Suite 2C12, Naples,, FL 34110,
Phone 239-566-9551,ntrebiIcocs►ttrebilcock..bi ,www.trabilcock.biz
Packet Page -360-