Agenda 10/22/2024 Item #16A16 (Resolution - Final acceptance for the final plat Oyster Harbor at Fiddler's Creek Phase 2)10/22/2024
Item # 16.A.16
ID# 2024-934
Executive Summary
*** This item continued from the October 8, 2024, BCC Meeting. *** Recommendation to approve a Resolution for
final acceptance of the private roadway and drainage improvements and acceptance of the plat dedications for the final
plat Oyster Harbor at Fiddler’s Creek Phase 2, Application Number PL20160000543, and authorize the release of the
maintenance security in the amount of $2,041,546.41.
OBJECTIVE: To have the Board of County Commissioners (Board) accept final approval of the infrastructure
improvements associated with the subdivision, accept the plat dedications, and release the maintenance security.
CONSIDERATIONS:
1. On April 4, 2022, the Growth Management Department granted preliminary acceptance of the roadway and
drainage improvements in Oyster Harbor at Fiddler’s Creek Phase 2.
2. The roadway and drainage improvements will be maintained by Fiddler’s Creek Community Development District
2.
3. The required improvements have been constructed in accordance with the Land Development Code. The Growth
Management Department inspected the improvements on August 15, 2024, and is recommending final acceptance of the
improvements.
4. A resolution for final acceptance has been prepared by staff and approved by the County Attorney's Office. The
resolution is a requirement of Section 10.02.05 C of the Land Development Code. A copy of the resolution is attached.
FISCAL IMPACT: The roadway and drainage improvements will be maintained by Fiddler’s Creek Community
Development District 2. The existing security in the amount of $2,041,546.41 will be released upon Board approval and
is based on the work performed and completed and pursuant to the terms of the Construction and Maintenance
Agreement dated June 21, 2016.
GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this action.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for
Board approval.- DDP
RECOMMENDATIONS: To grant final acceptance of the roadway and drainage improvements in Oyster Harbor at
Fiddler’s Creek Phase 2, Application Number PL20160000543, and authorize:
1. The Chairman to execute the attached resolution authorizing final acceptance of the improvements and plat
dedications.
2. The Clerk of Courts to release the maintenance security.
PREPARED BY: Lucia S. Martin, Project Manager I, Development Review Division
ATTACHMENTS:
1. Location Map
2. Bond Basis
3. Resolution
4. Plat Map
Page 2074 of 7162
OYSTER HARBOR AT FIDDLER’S CREEK
PHASE 2
LOCATION MAP
Page 2075 of 7162
THIS CONSTRU
entered into this
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS
CTION ANDq MA
day
INTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
2_ofJ 20 16 between
hereinafrer referred to as "Developer," and the Board of County Commissioners of Collier
County, Florida, hereinafter referred to as the "Board.
RECITALS:
A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the
Board of certain plat of a subdivision to be known aS: Oylt r H.dd al Fiddl.?. C@k Phe 2
B. Chapter 4 and 10 of the Collier County Land Development Code required the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regutations, Jaid guarantees to be incorporated in a bonded agreement for the consbuction of the
required improvements.
NOW, THEREFORE, in considerataon of the foregoing premises and mutual covenants hereanafter set
forth, Developer and the Board do hereby covenant and agree as follows:
1 . Developer will cause to be constructed: Roadway, drarnage, water & sewer improvements
within months from the date of approval said subdivision plat, said improvements
hereinafter referred to as the required improvements
Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "4" and
by reference made a part hereo0 in the amount of $3 gla9l1-- which amount represents 10% of
2
the total contract cost to complete the construction plus 100% of the estimated cost of to complete
the required improvements at the date of this Agreement.
3. ln the event of default by the Developer or failure of the Developer to complete such improvemenls
within the time required by the Land Development Code, Collier may call upon the suMivision
performance security to insure satisfactory completion of the required improvements
4. The required improvements shall not be considered complete until a statement of substantial
completion by Developefs engineer along with the final proiect records have been furnished to be
reviewed and approved by the County Manager or his designee for compliance with the Collier
County Land Development Code.
5. The County Manager or his designee shall, within sixty (60) days of receipt of the statement of
substantial completion, either: a) notify the Developer in writing of his preliminary approval of the
improvements; or b) notify the Developer in writing of his refusal to approve improvements'
therewith specifying those conditions which the Developer must fullill in order to obtain the County
Manager's approval of the improvements. However, in no event shall the County Manager or his
designee refuse preliminary approval of the improvements if they are in fact constructed and
submitted for approval in accordance with the requirements of this Agreement.
6. The Developer shall maintain all required improvements for a minimum period of one year after
preliminary approval by the County Manager or his designee. Afrer the one year maintenance period
by the Developer has terminated, the Developer shall petition the County Manager or his designee to
inspect the required improvements. The County Manager or his designee shall inspect the
improvements and, if found to be still in compliance with the Land Development Code as reflected by
final approval by the Board, the Board shall release the remaining 10% of the subdivision
performance security. The Developer's responsibility for maintenance of the required improvements
shall continue unless or until the Board accepts maintenance responsibility for and by the County.
24
Page 2076 of 7162
7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter
the Developer may request the County Manager or his designee to reduce the dollar amount of the
subdivision performance security on the basis of work complete, Each request for a reduction in the
dollar amount of the subdivision performance security shall be accompanied by a statement of
substantial completion by the Developer's engineer together with the project records necessary for
review by the County Manager or his designee. The County Manager or his designee may grant the
request for a reduction in the amount of the subdivision performance security for the improvements
completed as of the date of the request.
8. ln the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon
certification of such failure, the County Manager or his designee may call upon the subdivision
performance security to secure satisfaclory completron, repair and maintenance of the required
improvements. The Board shall have the right to construct and maintain, or cause to be constructed
or maintained, pursuant to public advertisement and receipt and acceptance of bids, the
improvements required herein. The Developer, as principal under the subdivision performance
security, shall be liable to pay and to indemnify the Board, upon completion of such construction, the
final total cost to the Board thereof, including, but not limited to, engineering, legal and contingent
costs, together with any damages, either direct or consequential, which the Board may sustain on
account of the failure of the Developer to fulfill all of the provisions of this Agreement.
9. All of the terms, covenants and conditaons herein contained are and shall be binding upon the
Developer and the respective successors and assigns of the Developer.
lN WITNESS WHEREOF, the Board and the Developer h
their duly authorized representatives this 2"{ \I day of
ave cau this Agreement to be executed by
2016
SIGNED IN THE PRESENCE OF:nn 1t'tame ot Enrffi fr "V,
H arbor-lLC
lhl,-- U,L By (/ u /t7T-\v \, \/ \/
Printed Nams U nw Asttcn
)
Printed Name/Title
(President, VP, or CEO)John Steven Kempton, ExecutiveL/(Proyide Prcper Evidence of Authority)
Prlnted Namg A"i /'.n1"-",
ATTEST:
OWIGHT E. BROCK, CLERK BOAED OF COUNTY. COi'MISSIONERS
or 9p[r-ren couNiLY, FL-oRrDA\a.J!,. ( )-By
Oa pu NA FIALA. inetnnrr"lDON
By
CF
enn'o,ygffi ffi fl4!-iltEiiti'
Scott A tone,tanl County rney
Page 2077 of 7162
PERFORi'ANCE BOND NO. SU11391154
KNOW ALL PERSONS BY THESE PRESENTS: that
FC Ovster Harbor. LLC (NAME OF OWNER)
551 North Cattlemen Road. Suite 200 (ADDRESS OF OWNER)
Sarasota. Flo?ida 34232 (ADDRESS OF OWNER)
(hereinafter refened to as "Owne/') and
Arch lns nce ComDanv (NAME OF SURETY)
(ADDRESS OF SURETY)
(ADDRESS OF SURETY)
(TELEPHONE NUMBER OF SURETY)
(hereinafter refened to as "Surety") are held and firmly bound unto Collier County, Florida,
(hereinafter referred to as "County'') in the total aggregate sum of Two Million. Fortv One
Thousand.FiYe Hundred Foitv S and 41/'100 Dollars a .M1.546.4't )in laMul money of the
united states, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
executors, administrators, successors and assigns, joinfly and severally, firmly by these presents.
Owner and Surety are used for singular or plural, as the context requires.
THE CONDITION OF THIS OBLIGATION is such that whereas. the O\ ner has submitted for
approval by the Board a certain subdivision p lat named Ovster Harbor at Fid dler's Creek Phase 2
and that certain subdivision shall include specific improvements which are required by Collier County
Ordinances and Resolutions (hereinafter "Land Oevelopment Regulations"). This obligation of the
Surety shall comrnence on the date this Bond is executed and shall continue until the date of
completion of the work and approval by the County of the specific improvements described in the
Land Development Regulations (hereinafter the ''Guaranty period") or until replaced by a new bond
in the event of a change of Ownership.
NOW THEREFORE, if the Owner shall well, truly and faithfutty pericrm its obtigations and
duties in accordance with the Land Development Regulations during the guaranty period established
by the County, and the Owner shall satisfy all claims and demands incurred and shall fully indemnify
and save harmless the County from and against all costs and damages which it may suffer by
reason of Ownefs failure to do so, and shall reimburse and repay the County all outlay and expense
which the County may incur in making good any default, then this obligation shall be void, otherwise
to remain in full licrce and effect.
1125 Sanctuarv Pkwv.. Ste. 200
AlDharetta. GA 30009
(40rll 6823899
Page 2078 of 7162
PRoVIDED FURTHER, that it is expressry agreed that the Bond shalr be deemed amended
automatically and immediately, without formal and separate amendments hereto, so as to bind the
Owner and the Surety to the full and faithful performance in accordance with the Land Developmenl
Regulations. The term "Amendment," wherever used in this Bond, and whether refening to this Bond,
or other documenE shall include any alteration, addition or modjfication of any character whatsoever.
lN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be
executed this 3td day of Uay, 2016.
WITNES ES
(Orvner Name a if Corporation)
FC Oysbr H
Printed Nam John S. Kernpton,
Printed Name as Preside of TM Oyster Harbor, LLC, a Florida
By
limited liability company, the authorized signatory of
FC Oyster Harbor, LLC, on behalf of FC Oyster
Harbor, LLC, lts: Authorized Signatory
(Provide Proper Evidence of Authority)
l-,-
ACKNOWLEDGEMENT
STATE OF FLORIDA
COUNTYOF S/LTAIO
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME THIS , 7
DAY OF JUNE, 2016, BY John S. Kompton as president of TM Oyster Harbor, LLC, a Ftorida
limited liability company, the authorized signatory of FC oyster Harbor, LLc, on behatf of FC oyster
HaTboT, LLC, WHO IS PERSONALLY KNOWN TO ME, OR HAS PRoDUCED AS
IDENTIFICATION
Notary Public - state of Florid
(sEA|,IDlora/-
fiffi
Sralo
BeckettKOcbor8h246040
I1420108/ExFI..
Printed Name
PROVIDEO, FURTHER, that the said surety, for vatue received hereby, stipulates and agrees
that no change, extension of time, alteration, addition or deletion to the proposed specific
improvements shall in any way affect its obligation on this Bond, and it does hereby waive notice of
any such change, extension of time, alteration, addition or deretion to the proposed specific
improvements.
By:
By
{
Page 2079 of 7162
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and
agrees that no change, elilension of time, alteration, addition or deletion to the proposed specific
improvements shall in any way affect its obligation on this Bond, and it does hereby waive notice of
any such change, e).tension of time, alteration, addition or deretion to the proposed specific
improvements.
lN WTNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be
executed this 3l't day of May, 2016.
(Owner Nam if Corporation)
FC Oyster I,
By
prtnteoNra{Z finu 42ry*
Print['|grKelTitte: John\E pton,
as President of TM Oyster Harbor, LLC, a Florida
limited liability company, lts: Authorized Sign atory
By
/
Printed Name c,,b Membels Witten Consent of FC Oyster Habor,
LLC, dated _, 2016 aftached
(Provide Proper Evidence of Authority)
ACKNOWLEDGEMENT
STATE OF FLORIDA
COUNTY OF SARASOTA
Oyster Harbor, LLC PURSUANT TO MEMBER'S WRITTEN CONSENT DAT ED
?0_,WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS
IDENTIFICATION.
Notary Public - State of Flo da (SEAL)
THE FOREG.ING PERF.RMANCE B.ND WAS A.KN.WLEDGED BEF.RE ME THIS f-
OnV Of II| n-{- , 2016, BY John S. Kemoton AS AUTHORTZED S|GNATORY OF FC
Printed Name
y't4/.u- k/r.,/r*A_,rffi.ffi
PRoVIDED FURTHER, that it is expressly agreed that the Bond shall be deemed amended
automatically and immediately, without formal and separate amendments hereto, so as to bind the
Owner and the Surety to the full and faithful performance in accordance with the Land Development
Regulations. The term 'Amendment," wherever used in this Bond, and whether referring to this
Bond, or other documents shall include any alteration, addition or modification of any character
whatsoever.
WITNESSES
,r, (f
Page 2080 of 7162
WTNESSES
(Surety Name and l'itle if Corporation)
Arch lnsurance Company2- c-Ll-,*^ d
By
(Provide Proper Evidence of Authority)
Printed Name: Anett Cardinale
By:4
Margaret A. Ginem, Attorney-in-Fact &
Printed Name/Title FL Licensed Resident Aqent
lr.bJ
STATE OF Florida
c/o Willis Towe6 Watson
4211 w' Eoy Scour Btvd., Ste. lOO0
Tampa, FL 33607
Inquirics: (613) 281 -2095
COUNTY OF Hillsboro h
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME THIS 31"t DAY
OF Mav, 2015, BY Maroaret A. Ginem AS Attornev-in-Fact OF Arch lnsurance Companv ,
WHO lS PERSONALLY KNOWN TO ME, OR HAS PROOUCED personalv known AS
IDENTIFICATION,
Notary Public - State of Flori (SEAL)a
//VL
P Name - Marianella Bamo
rr$ii,[lffi Conml$ion t FF 91161& tcs M.r 5,2020
3crrc Ir! tI' ft| rrra Bitarolt
MARIANEI-I.,A BAR|IO.A
U
By.
Eileen c. xeaRPrinted Name:
ACKNOWLEDGMENT
Page 2081 of 7162
Oyster Harbor at Fiddler's Creek phase Z
PPLA Submittal- 152 Sintle Famity Lots
Englneerrs Cost Estlmet€ - Slte lnfrastructure
Potable Wat€r Dlstrib utlon Unlt Quantlty Pricc Total8" PVC Maln DR 18 TF s,000 S 20.44 5 102,200.008'PVC DR 14 tF 50 S 2s.10 $ r,zism10" PVC Maln DR 18 t-F 555 S 34.11 5 22,342.Os
10" PVC Main DR 14 LF 95 5 zg.os S 2,7s9.7s
Gate Valve wlth 8ox EA 7 I r,422.L1 S s,9s4.77
10" Gate Valve with Box EA 2 S 2,265.70 S 4,s31.40
Fire rant EA 77 s 4,s37.80 S 77,t42.6o
Watu S"rvlce EA 28 $ 806.84 s 22,s91.s2
Double Water Servlce EA 62 $ 944.46 $ s8,s55.52
I9lnporary Elow Off EA 6 i 1160.00 S lr,160.00
tomatlc Fl Device EA s 7,000.00 S 21,mo.oo
Test Chlorination & Sam Points ts 1 S u,u8.72 S 77,778.72
Permanent Bacterlal Sample polnt EA 3 s 1,s00,00 s 4s00.oo
SuFTotal S 349,112.33
ntltles shown ln have d bmittalbeenrevlseIncessuPPT and
Elcct.lc/ Strelt / Condult Unlt quantlty Prlce Total
Street EA 29 s 3,250.00 s 94,250.00
Sub-Total S 94250,00
Landscape / tnlSatlon / take Uttoral pla ntlngs Unlt qua ntlty Prlce Total
Lake l-lttoral Plantl SF 63,390 S o.1o S 6,339.00
sub-fotal s 6,339.00
Revlew &Fee Calculation
Total s 1,010,771.53
Construction Revlew &Fe€ Calculation
Total $ 998,403.42
Sanlta Sewer S 551,5s9.20
Potable Water Oistributlon s 349,112.33
General Conditions $ 26,081.92
Earthwork S 140,400.91
R 5 392,145.09
Storm Dra s 339,185.s0
CondultElectrlcStreet s 94,2s0.00
S 6,339.00
4.95
G:\trSloeertnt\PRO.LENG\AFCOH PP[2\06OP\PPIA\Co5I E5tlm.t.\FCOHP PL2 - Constructlon Co5t Eitlm.tG - Submltt.l 2 Page 3
rts
Total 3 3,8r5,t37,24
Landscape / lrrlBatlon / Lake Llttoral plantln8s
Page 2082 of 7162
Oyster Harbor at Flddler's Creek phase 2
PPtA Submlttal - 152 Slngle Fam y Lots
Englneer's Cost Estlmate - Site lnfrastructure
New Fees Pr€vlously
Pald Fe.!Feei Due
Fses due al tlme of pptA submlttal-2
Constructlon Revlew Fee S 7,488.03 5 7,492.20 5 (4.17)
Constructlon I n Fee S 22,464.08 5 22,476.60 s (12.s2)
unl Revlew Fee $ 7,580.79 s 2s28.31 5 52.48utiIFee5 22,742.36 S 22,s84.91 s r57.45
Construction Revlew and lns Fees PAID
util Review and Fees
to Construction Plans .00/acre PAID
Fee PAIO
cation lved
Excavation Permlt Revision
-
f-nilil
f-tiEt:El
Total S eOg.gS
G:\tndneerlng\PROI-ENG\AFCOHPPL2\O5OP\PPtA\Cort €stlmet.\FCOHPPUI - Constructlon Cosl t.tlmatc - Sub|rlltt.l2 Page 4
+
Page 2083 of 7162
Oyster Harbor at Flddler's Creek phase 2
PPIA Submlttal - 152 Stngle Family Lots
Englneer's Cost Estlmate - Slte lnfrastructure
General Condltlont Unlt quantity Prlce Total
Mobilization tS 1 $ 6,000.00 s 6,000.00
Silt Fence LF 8,200 S 1.s8 s 12,956.00
Constructlon Entra acki Control LS 1 5 2,625.9?5 2,62s.92
General Maintenance LS 1 s 4,s00.00 $4s00.@
Sub-Total $ 25,08r.92
Subtotal S 1,96G,363.20
Sub-Total I 392,145.09
Earthwork Unlt Quantity Prlce Total
AC 60.9 $ 8s9.24 S s2,321.72
[ake Exca haulwithin or<& com CY 158,000 5 2.78 s 439,240.00
Blasti AC 5.2 s 37,s00.00 S 19s,mo.oo
sod Lake Slope from water ltne to top of bank (lncld
waterlng and malntenance unfll phase com pletlon)SY 2,480 s 1.94 s 4,811.20
houl qnd houlLoke th
.1000' < haul 1 mlle CY 52,250 5 z.so S r8o,s25.oo
houl dnd houlLoad
.1000' < haul< 1 mlle CY 138,000 5 2.2o S 303,600.00.1mile<haul<2miles CY 108,000 $ 2.6s s 286,200.00
Rock Bu Hole CY 170,m0 $ 2.00 s 340,m0.00
Proof Roll AC 47.7 S 1oo.oo 4,110.00s
Flne Gradln Pads & Lots SY 150,300 $ o.as S 52,6os,oo
Flne Grade Berm 5Y 9,000 S r.sr s 11,790.00
Fine Grade Swale S SY 31,200 $ r.sa S 49,296.00
Flne Grade General SY 9,600 S 2.31 5 22,176.@
FlnalSe€d Lots and Future Phase Area w/ln clearlng limits
(200S seed + 30O* tertlllzer per AC Seasonal Mt x)AC 23.s S 1,0s0.31 S 24,682.29
r-I
--
Roadway Unlt Quantlty Prlce Total
72"cted 5u lzed if ired SY 17,190 S r.zs s 30,770.10
8" Llmeroct Ease Com cted and Prlmed SY 14,580 S 6.83 S 99 s8r.4o
4'', As altlc Concrete s{r 1st SY 14,580 $ s.go S ss,4o4.oo
Vall Gutter LF 11,035 S 7.s7 S 83,s34.9s
LF 507 S 10.14 5 5,154.98
lntersection Curb LF 190 S u.83 s 2,247.70
6' and 8' Concret€ Sldewalk SF 7,500 S s.os s 22,875.00
Handica curb EA 4 S 347.s2 s 1,390.08
LS 1 5 3,585.58 S 3,s8s.68
Pavement Markl for First and Second Lift alt 1 S 3,s19.60 s 3,519.60
Bahla sod (10'Wide from Back ofCurb)SY 4,450 s 2.36 s 10,s02.00
3/4" Asphah 2nd Llft SY 14,580 S 4.07 S s9,340.60
Flat Curb LF 335 S 2o.oo S 6,700.00
qllck pavers 5F 2,780 S 3.oo S 6,s4o.oo
G:\Enaln..rh8\PROlEtlG\nFCOHPPtZ\OGDP\PPLA\Cort Estlh.tc\FCOHpPL2 - Constructlon Co5t Estlm.t. - Submltt.l 2 PaSe 1
Top Strlp
Type 'A" Curb
Sl8nlng Orafric Control, Oecoratlve Pole & Frame)
Page 2084 of 7162
Oyster Harbor at Flddler,s Creek phase 2
PPLA Submlttal - I52 Slngle Famlly lots
Engineer's Cost Estlmate - Slte lnfrastructure
339,185.50
Sub,Total $ eeLSSg.ZO
Storm Oralnage Unlt Quantltv Prlce Total
tF 272 51.43
tF 7,764 $ or.ro S trt,qtc.za
RCP LF 861 ; 73.s6
lnlet EA 22 S s,oes.go s 80,672.58
Type C lnlet EA 1 i z,zto.oo s 2,2r0.00
MES EA 7 S z,szs.36 17,677.52
MES EA 5 2,850.08 14,250.40
Yard Draln EA 8 S 1,080.88 8,647,O4
12" Yard LF 1,270 S zr.os ; 2s,9s4.so
Fllter sacks {RH Moore or approved equal)EA 10 i 103.50 s 1,&ts.00
Sanltary Sewer System Unlt Quantltv Prlce Total
Rock Excavation/BeddlnS LF 1,000 i zs.oo S zs,ooo.oo
8" Gravity PVC-SDR 2q (0'-O'Cut)LF 1.430 i 22.87 S 32,618.30
8" Gravlty PVC-SDR 2Q(6'-8'Cut)LF 1,330 44.66 $ 59,397.80
S" Gravity PVC-SDR 26 (8'-10,Cut)LF 875 59.08 S st,ogs.oo
PVGSDR '-Lz'.LF 875 S sg.ra S eo.saz.so
PVC-SDR -14'LF 620 S rrr.os $ es,asr.oo
-16'LF 620 S rrz.ss S 72.763.20
Manhole 4' Dlameter (0'-5')EA 5 S c,sso.zo S zr,esr.go
Manhole 4r Dlameter (6'-8')EA 4 ; s,s4g.5o S zzlgq.zc
Manhole 4' Dlameter (8'-10')EA 4 s 7,U6.36 s 28.62s.44
Manhole 4' Diameter (10'-12')EA 4 5 7,840.28 S glsas.rz
Manhole 4' Olameter (12'-14,)EA 3 s 8,232.59 5 24,697.77
hole 4'EA !(; 9,975.50 s 8,87s.50
M 2-s',EA 3 S 9,952.24 s 29.8s6,72
Term LS 1 s 72,757.9t S tz,tst.gt6' Sln8le and Oouble Servlce EA 81 I 694A2 56,248.O2
LF 5,750 )3.63 S zo,szz.so
5" PVC Force Main LF 735 S rq.zo 10,437.00
5" Plug Valve with Box EA 1 S 8,819.18 s 8,819.18
Alr Release Combinatlon Assembly EA 2 S 7,190.35 74,380.70
shown
G:\Englneerlng\PROJ-ENG\nFCOHPPt2\O6OP\PPII\Cost Estlmate\FCOHPPL2 -Constructlon Cost Estlmate-Submlttel 2 Page 2
13.988_96
63.33s.16
Page 2085 of 7162
Oyster Harbor at Fiddler's Creek phase 2
PPIA Submittal - t.52 Single Family Lots
Engineer's Cost Estimate
Cost to Complete Site lnfrastructure as of April tg,ZOt6
Prepared by:
GradyMinor
Q. Grady Minor & Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
(23s1s47-LL44
February 22,20t6
Revised: March 31,20L6
t,
No.*ItIII,
*
I
t OF
M
Florida No.45324
b
/u
Page 2086 of 7162
Oyster Harbor at Fiddler's Creek Phase 2
PPLA Submittal - 152 Single Family Lots
Engineer's Cost Estimate - Site lnfrastructure (Work completed thru 3/30/16)
General Conditions Unit quantity Price Total
Mobilization LS 7 s s
Silt Fence TF 6s6 s 1.58 5 1,036.48
Construction Entrance/tracking Control ts 1 5 2,62s.92 s 2,62s.92
General Maintenance rs 1 s 4,s00.00 s 4,s00.00
sub-Total S 8,162.40
subtotal S 1,229,770.20
sub-Total S 392,145.09
Earthwork Unit quantity Price Total
Top Strip AC 60.9 S 8s9.24 5 s2,32'1.72
Lake Excavate, haulwithin phase or <1,000', place & compa(CY \26,400 s 2.78 s 3s1,392.0O
Blasting AC s 37,s00.00 s 195,000.00
5Y 2,480 s 1.94 4,811.20s
sod Lake Slope from water line to top of bank (incld.
watering and maintenance until phase completion)
Loke Excovote, houl ond stockpile, per houl lenqth
.1000'<haul,lmile CY 5 2.90 s
Load from stockpile, houlond stockpile, per houl lenath:
.1000'<haul<1mile CY 5 2.20 s
.1 mile < haul< 2 miles CY 97,200 s 2.6s s 2s7,s80.00
Rock Bury Hole CY 102,000 S 2.oo S 2o4,ooo.oo
Proof Rolling AC 41.1 S 1oo.oo s 4110.00
Fine GradinS Pads & Lots SY 150,300 S o.3s s s2,60s.00
Fine Grade Berm SY 9,000 5 1.31 s 11,790.00
Fine Grade swale Slopes 5Y 31,200 s 1.s8 s 49,295.00
Fine Grade General SY 9,600 s 2.31 s 22,176.00
Final Seed Lots and Future Phase Area w/in clearing limits
(200# seed + 3008 fertilizer per AC Seasonal Mix)
AC 23.5 s 1,050.31 S 24,682.29
-
-
Roadway Unit quantlty Prlce Total
12" Compacted Subgrade (stabilized if required)SY 77,790 s 1.79 $ 30,770.10
S" Limerock Base (compacted and Primed)SY 14,580 s 6.83 s 99,s81.40
3/4" Asphaltic Concrete Type S{ll (1st tift)SY 14,580 s 3.80 5 ss,4o4.0o
Valley Gutter LF 11,03s 5 7.57 s 83,s34.9s
Type "A" Curb LF 607 S 10.14 s 6,154.98
lntersection Curb LF 190 S 11.83 5 2,241.70
6'and 8' Concrete sidewalk 5F 1,500 s 3.0s s 22,875.00
Handicap Curb Ramps EA 4 5 347.52 s 1,390.08
Signing {Tratfic Control, Decorative Pole & Frame)t5 1 $ 3,s8s.58 S 3,s8s.68
Pavement Markings for First and Second Lift Asphalt L5 1 s 3,s19.60 s 3,519.60
Bahia Sod (10'Widefrom Back ofCurb)SY 4,450 s 2.36 s 10,s02.00
3/4' Asphalt 2nd Lift SY 14,580 s 4.07 s s9,340.60
Flat Curb LF s 20.00 s 5,700.00
Erick pavers SF 2,180 s 3.00 s 6,s40.0o
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335
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Oyster Harbor at Fiddler's Creek Phase 2
PPLA Submittal - 152 Sintle Family Lots
Engineer's Cost Estimate - Site tnfrastructure (Work Completed thru 3/30/1Ol
Storm D.ainaSe Unit Quantity Price Total
LF 274 S sr.a:S u,191.17
18" RCP LF L,477 S 53.16 S 89,131.39
24" RCP TF 344 S 73.s6 s 2s,334.06
Valley Gutter lnlet EA 15 s 3,666.94 S 5s,oo4.1o
Type C lnlet EA 1 $ 2,210.00 s 2,210.00
EA 6 s 2,s2s.36 s 1s,1s2.16
24, MES EA s 2,8s0.08 s 4,550.24
Yard Drain lnlet EA 8 s 1,080.88 5 8,647.O4
12" Yard Drain Pipe TF 1,030 S 21.4s S 22,093.s0
Filter sacks (RH Moore or approved equal)EA 10 s 103.s0 1,035.00
Sanitary Sewer System Unit quantity Price Total
Rock Excavation/Bedding LF 1,000 s 2s.00 s 2s,000.00
8" Gravity PVC-SDR 26 (0'-6'Cut)TF 7,430 5 22.81 s 32,618.30
8" Gravity PVC-SDR 26 (6!8'Cut)TF 1,064 S 44.65 5 47,s18.24
S" Gravity PVC-SDR 26 (8'-10'Cut)LF 438 S s9.08 S 2s,847.s0
8" Gravity PVC SDR 26 {10'-12'Cut)tF 700 S 69.18 5 48,426.00
8" qlylty PVq-sDR 26 (12'-14'cut)TF 62 $ 111.05 s 6,88s.10
8" Gravity PVC-SDR 26 (14'-15'Cut)l-F 620 $ 117.36 5 72,763.20
Manhole 4' Diameter (0!5')EA 5 s 4,330.25 s 21,6s1.30
Manhole 4' Diameter (6'-8')EA s s,548.55 S 1E,G45.E8
Manhole 4' Diameter (8'-10')EA 3 s 7,1s5.36 s 21,459.08
Manhole 4' Diameter (10' 12')EA 4 s 7,846.28 S 31,385.12
Manhole 4' Diameter (12!14')EA 2 S 8,232.s9 S 15,46s.18
Manhole 4' Diameter (14',-16)EA 1 s 8,87s.s0 s 8,875.50
Manhole Drop Connection (16-20'Cut, 2-5' Drop)EA 3 5 9,9s2.24 s 29,8s5.72
Short Term Dewater LS 1 s 72,7s7.97 5 72,757.9t
6" single and Double service 81 S 694.42 s s6,248.02
Television lnspedion LF 5,750 s 3.63 5 2O,872.sO
6" PVC Force Main (C900, DR 18)LF 735 5 74.20 s 10,437.00
6" Plug Valve with Box EA 1 s 8,819.18 s 8,819.18
Air Release combination Assembly EA 2 S 7,190.35 S 14,380.70
Sub-Total $ 238,348.65
Sub-Total 5 528,922.2,
sub-Total s 350,612.33
Potable Water Dist.ibution System Unit quantity Price Tota I
8" PVC Main (C-900,0R 18)LF s,000 $ 20.44 s 102,200.00
8', PVC (C-900, DR 14)50 S 2s.10 s 1,255.00
10" PVC Main (C-900, DR 18)LF 655 S 34.11 5 22,342.0s
10" PVC Main (C-900, DR 14)LF s 29.0s 5 2,7s9.7s
8" Gate Valve with Box EA 7 5 7,422.77 5 9,9s4.77
10" Gate Valve with Box EA 2 5 2,26s.70 5 4,531.40
Fire Hydrant Assembly EA 77 s 4,s37.80 5 77,742.60
Single Water Service EA 28 S 805.84 5 22,s9l.s2
Double Water Service EA 6?s 944.45 s s8,ss6.s2
Temporary Blow off EA 6 s 1,860.00 s 11,160.00
Automatic Flushing Device EA 3 S 7,ooo.oo S 21,ooo.oo
Testing, Chlorination & Sample Points L5 1 s 11,118.72 5 r\778.72
Permanent Bacterial Sample Point EA 4 s 1,s00.00 s 6,000.00
G:\Enslneerlng\PRO.l.ENG\AFcoH PPU\10cons c€ns-Util oed\FcoH P PL2 ' constructlon con €stlmat€ - Bond Page 2
15'RCP
18'' MES
3
3
EA
LF
95
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Oyster Harbor at Fiddler's Creek Phase 2
PPLA Subminal - 152 Single Family Lots
Engineer's Cost Estimate - Site lnfrastructure (Work Completed thru 3/30/16)
Electric / St.eet Liahts / Conduit Unit Quantity Price
Street Lights EA 29 s 3,2s0.00 s 94,2s0.00
Sub-Total S 94,250.00
tandscape / lrrigation / Lake Littoral Plantings Unit Quantity Price Total
Lake Littoral Plantings SF 63,390 5 o.1o s 5,339.00
sub-Total $ 6,339,00
Revlew & ln Fee Calculation
Total $ 879,534.s6
Construction Review &Fee Calculation
Total S 858,586.93
Less Excavation Bond $ (81s,760.00)
Performance Bond s 922,367.49
Maintenance Bond {10% of Performance)s 92,236.15
Total 5 2,848,550.92
Sanitary Sewer System 5 s28,922.23
Potable Water Distribution System s 3s0,512.33
General Conditions 8,162.40s
Earthwork s 179,340.77
Roadway 5 392,146.09
Storm Drainage s 238,348.66
Electric / Street Lights / Conduit s 94,2s0.00
Landscape / lrri8ation / Lake Littoral Plantings 5,339.00s
PaBe 3
Total
Base
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Oyster Harbor at Fiddler's Creek Phase 2
Subdivision Performance Bond Calculations
April 13,2016
This calculation is based upon l0% of the original cost to construct plus 100% of the cost
to complete. The attached Engineer's Cost Estimate includes the original cost estimate
and the cost estimate to complete construction as of April 13,2016.
Bond Amount Calculated
o Original Cost Estimate
o Less Excavation ( bonded
by excavation permit)
o Net Original Cost
l0 Yo: $200,917.49
= (-)
. Cost to Complete =o Less Remaining Excavation = C). Net Cost to Complete :
$3,835,137.24
$1.82s.962.30
$2,009,174.94
$2,848,550.92
$1.007.922.00
$1,840,629.92
BOND
Page 2090 of 7162
RESOLUTION NO.2.I-
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA AUTHORJZING FINAL ACCEPTANCE
OF CERTAIN ROADWAY AND DRAINAGE IMPROVEMENTS AND
PLAT DEDICATIONS IN OYSTER HARBOR AT FIDDLER'S CREEK
PHASE 2, ACCORDING TO THE PLAT THEREOF RECORDED IN
PLAT BOOK 6I, PAGES 22 THROUGH 27, AND RELEASf, OF THE
MAINTENANCE SECURITY.
WHEREAS, the Board of County Commissioners olCollier County, Florida, on June 14,
2016, approved the plat ofOyster Harbor at Fiddler's Creek Phase 2 for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and drainage
improvements in accordance with the approved plans and specifications as required by the Land
Development Code (Collier County Ordinance No.04-41, as amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and drainage
improvements and release ofthe maintenance security; and
WHEREAS, the Development Review Division has inspected the roadway and drainage
improvements, and is recommending acceptance of said facilities.
NOW, THERIFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements and plat dedications in Oyster Harbor at
Fiddler's Creek Phase 2, pursuant to the plat thereof recorded in Plat Book 61, Pages 22 through
27, and the Clerk is hereby authorized to release the maintenance securifi.
BE IT FURTHER RESOLVED AND ORDERED that rhe roadway and drainage
improvements within Oyster Harbor at Fiddler's Creek Phase 2, will be maintained privately in
the future and will not be the responsibility of Collier County.
This Resolution adopted after motion, second and majority vote favoring same, this
_ day of _2024.
DATE: BOARD OF COTINTY COMMISSIONERSATTEST: COLLIER COLINTY. FLORIDA
CRYSTAL K. KINZEL, CLERK
B1'
Deputy Clerk
Approved as to form and legality:
Chris Hall, Chairman
Derek D. Perry
Assistant County Attomey
[22-EtS-047 23 / t 884929 / tl age 1of 1
cNo
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