Agenda 04/08/2014 Item #16A 44/8/2014 16.A.4.
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 Del Webb Naples, Parcels 110 & 113, (Application Number
PL20130002507) 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 Del Webb Naples, Parcels 110 & 113, a subdivision of lands located in Section 8.
Township 48 South, Range 29 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 Engineering Services Department has completed the review of the
construction drawings, specifications, and final plat of Del Webb Naples, Parcels 110 & 113.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. This project is within the Ave Maria Development of Regional Impact (DRI)
Development Order No. 2012 -02. Resolution 2012 -233. 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 I b.02.041.2 of the Land Development Code.
The Engineering Services Department recommends that the final plat of Del Webb Naples,
Parcels 110 & 113 be approved for recording.
FISCAL IMPACT: The project cost is $779,990.70 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $336,004.20
b) Drainage, Paving, Grading $443,986.50
The Security amount. equal to 110% of the
project cost, is $857,989.77
The County will realize revenues as follows:
Fund: Growth Management FunC 131
Agency: County Manager
Cost Center: 138327-- Land Development Services
Revenue generated by this project: Total: $14.404.60
Packet Page -598-
4/8/2014 16.A.4.
The Fees are based on a construction estimate of $443,986.50 (does not include Ave Maria
Utilities) and were paid in December, 2013.
The breakdown is as follows:
a)
Plat Review Fee ($1,000.00 + $5. /ac)
$1,085.00
b)
Construction Drawing Review Fee
Water & Sewer (.75% const. est.)
n/a
C)
Drainage, Paving, Grading
(.75% const. est.)
$3,329.90
d)
Construction Inspection Fee
Water & Sewer (2.25% const. est.)
n/a
e)
Drainage, Paving, Grading
(2.25% const. est.)
$9,989.70
LEGAL CONSIDERATIONS• This item has been approved as to form and legality and
requires a majority vote for Board approval. - SAS
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate
Public Facilities prior to the issuance of the construction plan final approval letter.
RECOMMENDATION: That the Board of County Commissioners endorse staff s
recommendation to approve the final plat of Del Webb Naples, Parcels 110 & 113
(Application Number PL20130002507) for recording with the following stipulations:
1. Approve the amount of $857,989.77 as performance security for the required improvements;
or such lesser amount based on work completed, and as is approved by the Engineering
Services Department.
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, or his designee on behalf of the Board pursuant to Section l 0.02.04 F.2 of
the Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Engineering Services, Growth
Management Division, Planning and Regulation
Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost
Packet Page -599-
4/8/2614 16.A.4.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.4.
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 Del Webb Naples, Parcels 110 &
113, (Application Number P1-20130002507) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 4/8/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer. Senior, Engineering & Environmental Services
3/11/2014 8:05:56 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, Community Development & Environmental Services
Date: 3/19/2014 3:09:13 PM
Name: McKennaJack
Title: Manager - Engineering Review Services, Engineering & Environmental Services
Date: 3/19/2014 4:44:16 PM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use /Transportation
Date: 3/25/2014 11:47:59 AM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 3/26/2014 3:22:11 PM
Name: IsacksonMark
Title: Director -Corp Financial and Mngmt Svs. Office of Management & Budget
Date: 3/26/2014 4:49:32 PM
Name: KlatzkowJeff
Packet Page -600-
Title: County Attorney,
Date: 3/31/2014 9:46:11 AM
Name: OchsLeo
4/8/2014 16.A.4.
Title: County Manager, County Managers Office
Date: 3/31/2014 2:27:55 PM
Packet Page -601-
4/8/2014 16.8.4.
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4/8/2014 16.A.4.
DEd Webb - Parcels 110 St 113
Countv PPL
Paging —_�
____..___�1
5257,570.50
Drainage
i
Earthwork
$43,091.00
l.ig n ti ng
;x10,000.00
1.andscap -einl;
525,000.00
Sub-Total $413,5186.50
10` . Cortingency
';44,:388.65
~?atoI —918,385.3.5
N.)tes:
1) This Opinion of Probable Cost: IOF'C) sha'I be used for budget rg purposes Only.
2) This OPC'. is based on the engineer's understanding of the current rules, regulations, ordinances, and constructior cost!; in effect on the date of
this document. Interpretations of these oon!�tructzn costs may affect this OPC, and may require adjustments to delete, bec• ease, or increase
portions of this OPC:.
3) All costs provided in this CPC are based on recent contrac: prices, or the engineer's atest known unit cats. These costs cannon be guaranteed
due to unpredictable and uncontrollable: ncreases in the cost of concrete, peticleurn, or the availaoiliq, of materials and tabor
4; Does not inc:ude permit: gees or so--t cosl:s.
e
S; Does not inc ude er handed lard scape or hardscape features
8;4?rQ3n D. Sloan, P. E.
•'��
Da
.�'Il
Florid )4,'
��'orrnrrt►�'�1j
PPL- PL1.O'1300025D7 REV:1
DEL.'VtlEBIB, (Parcels 110 8r 113)
DATE:: 12/2/13
DUE:: 1,2114
,1913£ -35 (Ave Maria) De 1Nabt Parcel t ' C Ft 1131EIx -W\1 t -Z2 -2913 OPC PPL
Packet Page -607-
4/$/2014 16.k.4.
i O�escri�tion
Estimated
Quant:"
Unit
Unlit Price
�_
Amount
_
_�_r - -
^ —_ �— --
P 1 3/4" Asphaltic Con:ret:E ;Type 5 -III) First I_ifi:
6,438
SY
$zL.50 ��
$28,971.00
P 2 3/4" Asphaltic Concrete ;Type S -III) Second Lift
6433
SY - --
$� 50
�$
$28,971.00
P 3 6" L.imerock Base ( ricbuding Temoonv Cul- de-saC)
7407
SY _
7.00 __��551,849.00
~$
P 4 12" Stabilized Sub €trade
8310
5Y
25
$18,697.50
P-5 Walley Gut-er
5,064
LF Y-
$; &Oc _�
$40,512.00
P -6 4" Concrete :;iCeWa,if ;Reinfxced;
2935
SY `-
$28,00 __$83,580.00
P -7 Signing and Marking
1.
LS �-
S`.i,000.00
$5,000.00
-_�
SUE',TOTAL ==
$257,580.50
Packet Page -608-
4/8/2014 16.A.4.
Item Description
-- -- -------------- --------
---- -- -
Estimated
DuiantiLv
Unit
Unit: Price
Amount
D-1 15" RCP
217
LF
$22..00
$4,774.00
D•2 24" RCP
3El/-
LF
$25.)D
$9,100.00
D.3 30" RCP
SE9
LF
$28.32!
$27,441.00
D•4 15" Headwall
_
LF
$1.666.E7
$5,000.00
D -5 30" Headwall
E
LF
$2,333.23 —
$14,000.00
D•6 Valley Gutter Inlet
12
Epp
$22333.33
$28,000.00
SUBT(DTX. =
$88,31S.00
Packet Page -609-
4/8/2014 16.A.4.
!Estimated
Item Descrilotion I I Urrit i Unit Brice Amount
E -1
!'Silt Fence (Single Row)
5204 _.
$1.75
$9,107.00
E -2
Sod (L off BCQ
22:78 S
$?.DDr� �
$6,834.00
E -3
Diskini;,'Stripping /Balancing
16.50 A5
$1500.00
$24,750.00
E -4
Floatir €jurbidity Barrier
43D L=
$5 DD_�
$2,400.00
SUBTOTAL =
$43,091.00
Packet Page -610-
4/8/2014 16.A.4.
L -1 L.i €;Mang 1 LS $30,000.00 $30,000.00
SUISTQTA IL = $30,000.00
Packet Page -611-
Item IDes,cription
LF. -1 Cccle MinimUiT'- andscapiri&
4/8/2014 16.A.4.
Estimated
_ I Unit I 4Jnitt Price I Amount
Packet Page -612-
;S, S25_0N.TO 525,000.00
SUBTOTAL _ $25,000.00
4/8/2014 16.A.4.
Del Webb - Parcells 110 &. 113
C011ier COu
V/ ast:ewater S138,34.3.00
Water 130,1388.00
Irrigatior $66,773.20
Sub.-Total $$336,004:20
1056 Contingency $33,600.42
Total 369,604.6:2 '
Motes:
1) This Opinion of Prcbable Cost (,:)PC) shall be used fcr budgeting purposes Orly.
2) This OP.' is based on the engineer's understanding of the current rules, regu ations, ordinances, anc construction co:sts in effect on the date of
tlis document. I nterpretatlons cf these construction costs may affect this OPC, and may require- adjustments to delete, decrease, or increase
portions of this -DPC.
3) All costs providec in this OPC are based on recent contract prices, or the engineer's latest known unit costs. These coo; cannot be guaranteed
cue to unpredictable and uncontrollable increases in the cost of concrete, petroieum, or the availability of materials and labor.
4) Does not include permit fees or soft costs.
E) Does not include enhancer- landscape or hardscape features
i
- Pror,dan D, S!ioan; P.E.
[W.e
Florida LICEMM! Pr 6997E)
PPL- PL.20130002507 REV:2
DEL. WEBEB (Parcels 110 & 113)
DATE: 113'1('14
DUE:: 3,13114
J:11f.3 -39 (Ave Marta) Del Wet.b Parcel '1108 1131Exce Ik0RC'B1- D -20 ^,4 Del Webb 1'IC G 113 OF)C CoNorCo. F2esuornbil
Packet Page -613-
Description
WW -1 S" PVC Gravity Sewer (0 -5')
WW -2 3" PVC Gravity `fewer (6'•8')
WW -3 9" PVC Gravit.V Sewer (8'•3.C)')
WW -4 4' (Manhole (0 -6')
WW -5 4' (Manhole 6' -V:;
WW -6 4' (Manhole (13' -10')
WW-7 61' Single PVC :sewer Service
WW -8 6" Double PVC: Se'wer Service
WW -9 Conr.ectto lExlsting iManhole
4/8/2014 16.A.4.
Estimated
Unit I Unit Price I Amount
677
LF
$12,863.00
1,026
LF -
$24.00
$24,624.00
576
LF
531.00
5
_
E.A
$!3,ClOC1.00
$25,000.00
4
EA -_ —_—
;i. °5,800.00
$23,200.00
'
1
EA
$(5,5 -00.00
$6,500.00
1:3
EA
$4)0.Ci0
$5,200.00
26
EA
�$fi!i0.001
$16,900.00
2
_
EA
5:3,100.00
$6,200.00
Packet Page -614-
SUBTOTAL = I '$138 343.00
4/8/2014 16.A.4.
Esttimated
Item Desc:ripttion Unit Unit: Price Amount
VI-1
6" PVC Water Main (DR -:031
1,081
E.F
$13.00
$14,053.00
W -2
13" IPVC Water Main (DR -18)
1,690
I.F
_
_$17.00 w
$28,730.00
V✓ -3
13" 'P'VC Water Main (DR -14)
90
1F
$19.:50
$1,755.00
VV -4
6" Sate Valve
2
E.F:
_W
$:1;150.00 _~
$2,300.00
V✓ -5
13" Sate Valve
7
EA
15:1.26(1.00
$9,450.00
VV -6
1" Single Water Service (Complete)
7
EA
$(;00.00
$4,200.00
VV -7
1.5" Double Water Service (Complete)
29
_
EA
$900..00 �
$26,100.00
W -8
Fire Hydrant
6
FA
J_ $4.000.00
$24,000.00
W -9
rern porary Pacterial Sample Point
3
EEA
$2,100.00
MI-10
Permanent Bacterial Sample Point
1
EA
_S71)0,00
$1,400.00
$1,400.00
W -11
TemporaryEllw -off
1
EA
5400.0[1
$400.00
W -12
Automatic Flushin13 Device
2
EA
$5,000.00 �
$10,000.00
W -13
Air Release Valve
2
EA
$1,! >OO.00
$3,000.00
W -14
Connect to Existing Water Main
2
EA
_
$1 r00.cc
$3,400.00
S ll BTOTAd = ;
$130,888:00
Packet Page -615-
1
Item Description
-1
4" PVC Irrigation IV'z in (DR -18)
i -2
4" F'VC Irrigation Main (DR -18)
1 -3
4" Gate'Valve
I-4
5lrigle Irrigation Seniice (Carnpl(?te)
1 -5
Double Irrigat�on Service (Compkre)
1 -6
Temporary Blow -off
1 -7
Irrigation Master Meter
1 -8
Connect to Existing; Irrigation Main
4/8/2014 16.A.4.
Estimated
Unit Unit Price Amount
2.,769
LF ._
$11.1_5__
$30,863.20
90
LF
$14.00
$1,260.00
4
LF
$900,00 —�
$3,600.00
7
_
EA
$550,
$3,850.00
29
EA
$Ei(i!i 5s2
$19,300.00
c:
—�
EA
00
$1,400.00
2
EA
>2.5(l0.00
$5,000.00
1
_�
EA —
5,750.00 —_
$1,500.00
Packet Page -616-
Rl TOTAL. = $66,773:20