Agenda 03/11/2014 Item #16A 3n
3/11/2014 16.A.3.
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 Carrara at Talis Park, (Application Number PL20140000139) 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 (BCC) approve for recording the
final plat of Carrara at Talis Park, a subdivision of lands located in Section 7, Township 48
South, Range 26 East, Collier County, Florida, following the alterative procedure for approval
of subdivision plats pursuant to Resolution 99 -199. This procedure allows for the BCC 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 Carrara at Talis Park. These documents
are in compliance with the County Land Development Code and Chapter 177, Florida Statutes.
This project is within the Tuscany Reserve PUD, Ordinance No. 2012 -11. 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 Engineering Services Department recommends that the final plat of Carrara at Talis Park be
approved for recording.
FISCAL IMPACT: The project cost is $1,186,410.17 (estimated) to be borne by the
developer.
The cost breakdown is as follows:
a) Water & Sewer $419,244.50
b) Drainage, Paving, Grading $767,165.67
The Security amount, equal to 110% of the
project cost, is $1,305,051.19
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: $36,642.31
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3/11/2014 16.A.3.
The Fees are based on a construction estimate of $1,186,410.17 and were paid in January, 2014.
The breakdown is as follows:
a)
Plat Review Fee ($1,000.00 + $5. /ac)
$ 1,050.00
b)
Construction Drawing Review Fee
Water & Sewer (.75% const. est.)
$ 3,144.33
C)
Drainage, Paving, Grading
(.75% const. est.)
$ 5,753.74
d)
Construction Inspection Fee
Water & Sewer (2.25% const. est.)
$ 9,433.00
e)
Drainage, Paving, Grading
(2.25% const. est.)
$17,261.23
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: Recommendation that the BCC endorse staff's recommendation to
approve the final plat of Carrara at Talis Park (Application Number PL20140000139) for
recording with the following stipulations:
1. Approve the amount of $1,305,051.19 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 10.02.04. 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
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3/11/2014 16.A.3.
^ COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.3.
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 Carrara at Talis Park, (Application
Number PL20140000139) approval of the standard form Construction and Maintenance
Agreement and approval of the amount of the performance security.
Meeting Date: 3/11/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior, Engineering & Environmental Services
2/10/2014 11:59:03 AM
�. Approved By
Name: PuigJudy
Title: Operations Analyst, Community Development & Environmental Services
Date: 2/13/2014 8:44:46 AM
Name: McKennaJack
Title: Manager - Engineering Review Services, Engineering & Environmental Services
Date: 2/18/2014 5:22:41 PM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 2/24/2014 2:55:42 PM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 2/26/2014 1:28:19 PM
Name: KlatzkowJeff
Title: County Attorney,
Date: 2/26/2014 2:48:40 PM
n
Name: FinnEd
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3/11/2014 16.A.3.
Title: Management/Budget Analyst, Senior, Transportation Engineering & Construction Management
Date: 2/26/2014 4:02:42 PM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 2/27/2014 3:31:11 PM
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3/11/2014 16.A.3.
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3/11/2014 16.A.3.
CARRARA AT TALIS PARK,.
A CONDOMINIUM
SDP
OPINION OF PROBABLE COST
SUMMARY
June 7, 201.3
Wastevvater
$331,575.50
Water
$87,669.00
Drainage
$1.61,656.50
Paving
$605,509.67
Su Total
Notes:
1.) This Opinion of Probable Cost (OPC) shad be used for Permitting Purposes Only.
2) This OPC is based on the engineer's understanding of the current rules; regulations, ordinances,
and construction costs in effect on the date of this document. Interpretations of these
construction costs, may affect this OPC, and may require adjustments to delete, decrease, or
increase portions of this OPC.
3) All costs provided in this OPC are based on recent contract prices, or the engineer's latest known
unit costs. These costs cannot be guaranteed at this time due -to unpredictable and uncontrollable
increases in the cost of concrete, petroleum, or the availability of materials and labor.
A244 -18 (Talis PFU1:) CarramkExoar,OF'C\? -18 Courny OPC:
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SDP•- PL20130000714 - - REV: 1 _ - -
CARRARA AT TALIS PARK,
A CONDOMINIUM
DATE: 6"13/13
DUE: 7/12/13
3/11/2014 16.A.3.
WASTEWATER
Estimated
Item # Description _ Quantibr Unit Unit: Price _— Amount
S -1
6' Single PVC Sewer Service with Cleanout 14 _
EA
$575,00
$8,050.00
S -2
PV
8" PV C Sanitary Sewer SDR -26 (0_E1_—
_ -429 __
---429------LF
LF
$33.00
$14,157.00
S -3
8" Pt C Sanitary Sewer SDR - 261'6 -8') _---
485 --.--LF
_ $36.00
$17,460.00
S-4
8" PVC Sanitary Sewer SDR -26 f.8 -10' 139
LF
$40.25
$5,594.75
S -5
8" PVC Santry Sewer SDR_26_ 1( 0- 12'x 43
LF
—_— $49.50
$2,128.50
S -6
8" Sanitary anitary Sewer SI7R -26 (`12- 14]_ —_ 194
PVC --
LF
$57.75
$11,203.50
—
S 7
8" E'VC Sanit Sewer SDR -26 14 -16 125
LF
$64.00
$8,000.00
S-8
8" PVC Sanitary Sewer SDR -26 1_6_18') _— _ - -___— 62
LF
— $70.00
$4,340.00
S.9
Manhole 0 -6'
3 —_
EA
$4350.00
$13,050.00
S-10
—
Manhole (6-:T) ------ - - - - --
1
EA------$S"105.00
_
$5,105.00
S -11
Manhole (14-16')
2
EA _
— $7,600_00
_ $15,200.00
S -12
Manhole f 16 -18')
1
_ EA
$8,100.00
$8,100.00
S-13
Hot Ta�to Existing 12" Force Main. — __ - -_—
1
--EA
$3,500.00
S -14
—
8" PVC ForceMain DR -18 --
--------------------------
5,199
LF
_ -- $13.25
$68,886.75
S-15
8" PVC ForceM:ain DR -14 - - --
160
LF
$15.25
$2,440.00
—
-- - - - - -- ------- - -
S-16
Pump Station, Complete __ --
1
EA
$135,000.00 _
$135,000.00
S -17
Preliminary Acc:epta.nce and Turnover
— 1
I.S
$5,750.00
_ $5,750.00
L S -18
Televi -cion In ection
1,805
I LF
$2.00
$3,610.00
TOTAL = $331,575.50
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3/11/2014 16.A.3.
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1s:;Iirnated
Item # Description QuantiLif Unit unit Price Arr.ourit
W-1
Connect to Eidsting 10" Water Main
I
EA
— S2,500.00
$2,500.00
W-2
6" PVC Water Main DR-18
87
LF
$12.00
$1,044.00
W-3
6" PVC Water Main DR-14
60
LF
$900.00
W-4
8" PVC Water Main DR-18
1,209
LF $17.50
$21,157.50
W-5
8" PVC Water Main DR-14
34
LF $18.00
$612.00
W-6
10" PVC Water Main DR-18
573
LF $21.50
$1.�,119.50
W-7
10"MIC Water Main DR-14
89
LF $23.00
$2047.00
W-8
1" Single Water Service,
1
Mk $775.00
S775.00
W-9
_L.!jjSiNje Water Service, Complete
5
EA $850.00
$4,250.00
W-10
1.5" Double Water Service, Complete
5
EA $965.00
$+.825.00
W-11
Fire Hydrant Assembly
7
—EA $2,287.00
$:1.6,009.00
W-12
Temporary Blow Off
2 ---
E k $300.00
—AL+-
$600.00
W -13
6" Gate Valve
8
F-4 1 $1,010.00
$8,080.00
78'—Gate
T--------- - - - - --
W-L4
Valve ---------------------
1
2
EA $1,400.00
$2,800.00
W -15
10" Gate Valve
2
EA $2,000.00
$4,000.00
W- L6
Automatic Flushing Device
1
EA
$+.200.00
$4,200.00
W -17
Air Release Valve
1
EA
5550.00
$550.00
W-18
Permanent Bacteria] Sample fl(!int
1
EA
$1,000.00
$1,000.00
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TOTAL=— $87,669.00 —
3/11/2014 16.A.3.
DRUNAGE
Estimated
Item # Description Quantity Unit Unit Price Amount
TOTAL. $161,656.50
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1.1. $1.4.00
$8,512.00
D -1
12" HDPE
608 ----- - - - - --
- --
—
----------------------------------- - - - - --
---- - - - - -- -- - - - -]-
i
T-
D-2
15" HDPE
561 LF $1.6.00
$8,976.00
D-3
—
15" RCP
---------------------------
247 LP $22.50
$5,557.50
D -4
18" RCP
51 LF $31.00 _ _
$23,281.00
D -5
—
24" RCP
-- - --- -- ------ - - - - --
300 LF $42.50
$12,750.00
D-6
—
36" RCP
-------------------------
643___ ' _ IS $60.00 _
$38,580.00
D-7
—
Head'Wall
-----------------------------
-- 3------- EA - - - - -- $2,500_00 —
-- $7,500.00
D-8
—
Valley_Gutter Inlet
----------------
-_- 7 EA —_ _$2,400_00
$16,800.00
D -9
Junction Box _ —___ - - - - - --
1 1iA $2,000.00
$2,000.00
—
D -LO
Grate Inlet - - - - --
- -_1'ct _ IA —_ $2,40000 -__
- -
-___ $31,200.00
—
D -11
------------------------------------
Yard Drains
1(I LN $650.00 —_L
$6,500.00
TOTAL. $161,656.50
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3/11/2014 16.A.3.
PAVING
Estimated
_aem # Description Quantity Unit Unit Price Amount
P -1
Sipiilj .and Marking
1 �LS
__ $650_00
$650.00
P -2
Va11e1 Gutter
2,497
LF
$18,103.25
— __$7_25
_
P-3
T Ie_'7Y' Curb & Gutter
1,ti6:3
_LF! _
$8,10 _
$13,470.30
P -I
;Type "F" Curb & Gutter
-------------------------------- - - - - --
- 1,264
__$9_15 _ —_
$11,565.60
P -5
14" Concrete Sidewalk and Cart: Patti (Reinforced)
3,376
SY
$21.60
$72,921.60
-
P-5
Hand! capped Curb Ramp w,t ADA Detectable Surface
22
EE►
$375.00
$8,250.00
—_
P -7
Brick Pavers (To be used in-place of asphalfl-- __- ______
12,158
_S }' -
-- - -$3:1 _88
$387,632.17
P -3
6" L rnerock Base (compacted and primed—
$60,790.00
P -9
12" Stabilized SubgradeOnsite Material) ------ - - -------
_13,001 SY
$1.75
$22,751.75
P -1.0
I Wheel Stops
125 EA
i $7 .5.00
$9,375.00
3376 TOTAL = $605,509.67
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