Agenda 04/22/2014 Item #16A 3 4/22/2014 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 Ponte Rialto, (Application Number PL20130002029) 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 Ponte Rialto, a subdivision of lands located in Sections 30 and 31, Township 50
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 Engineering Services Department has completed the review of the
construction drawings, specifications, and final plat of Ponte Rialto. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is within the Wentworth Estates PUD Ord. 03-51, as amended. 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 the County Land Development Code-- Section 10.02.04 F.2.
The Engineering Services Department recommends that the final plat of Ponte Rialto be
approved for recording.
FISCAL IMPACT: The project cost is $1,501,024.35 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $563,196.25
b) Drainage,Paving, Grading $937,828.10
The Security amount,equal to 110%of the
project cost, is $1,651,126.78
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: $46,615.73
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4/22/20144 16.A.3.
The Fees are based on a construction estimate of$1,501,024.35 and were paid in December,
2013 and February,2014.
The breakdown is as follows:
a) Plat Review Fee($1,000.00+$5./ac) $ 1,585.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $4,223.97
c) Drainage,Paving, Grading
(.75%const. est.) $ 7,033.71
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $12,671.92
e) Drainage,Paving, Grading
(2.25%const. est.) $21,101.13
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 Ponte Rialto (Application Number
PL20130002029)for recording with the following stipulations:
1. Approve the amount of$1,651,126.78 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 Cost
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4/22/2014 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 Ponte Rialto, (Application Number
PL20130002029) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
Meeting Date: 4/22/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering&Environmental Services
3/18/2014 11:36:16 AM
Approved By
Name: McKennaJack
Title:Manager-Engineering Review Services,Engineering&Environmental Services
Date: 3/19/2014 4:44:39 PM
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 3/21/2014 1:51:23 PM
Name:MarcellaJeanne
Title:Executive Secretary,Transportation Planning
Date: 3/25/2014 2:21:13 PM
Name: StoneScott
Title: Assistant County Attorney,CAO Land Use/Transportation
Date: 3/27/2014 5:07:06 PM
Name: KlatzkowJeff
Title: County Attorney,
Date: 3/31/2014 10:09:3 5 AM
Name: FinnEd
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4/22/2014 16.A.3.
Title: Management/Budget Analyst, Senior,Transportation Engineering&Construction Management
Date: 3/31/2014 5:34:38 PM
Name: IsacksonMark
Title: Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 4/8/2014 4:47:55 PM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 4/10/2014 2:40:37 PM
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4/22/2014 16.A.3.
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4/22/2014 16.A.3.
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mid
PONTE RIALTO
Revised February 2013
Engineer's Opinion of Probable Construction Costs
SUMMARY
Earthwork. $ 111,484.95
Paving $ 396,945.75
Drainage $ 164,121.90
Sanitary Sewer $ 400,295.75
Potable Water $ 162,900.50
irrigation $ 17.875.00
Landscape $ 160,973.00
Lighting $ 50,000.00
Erosion Control $ 36,427.50
Sub Total: $ 1,501,024.35
15% Contingency $ 225,153.65 \�i!! !!lrirrrorri��,
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Grand Total:: I 1.726,178.00 >• � .........•.m7,,,,,-,.".�
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PONTE RIALTO
DATE: 3:3/14
Packet Page-223- 3131!1.4
DUE:
4/22/2014 16.A.3.
STANTEC CONSULTING SERVICES, INC.
PONTE RIALTO
OPC for Construction
Earthwork
Esti matecl
Description Quantity Unit Unit Price Total Price
Rough Grading(Road, building slabs, Swale, etc.) 20,000 SY $ 020 $ 4,00100
Final Grading (Open Space) 3115,451 SY _$ 0.25 $ 78,862.75
Littoral Zone Grading 143,111 SF :$ 0.20 $ 28,622.20
Earthwork Total $ 111,484.95
/••
Packet Page-224-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
UPC for Construction
Paving
Estimated
Desclption Quantity Unit Unit Price Total Price
ROADWAY
3/4"Asphaltic Concrete, Type S-III (first lift) 12,500 SY $ X3.90 $ 48,750.00
3/4"Asphaltic Concrete, Type S-III (second lift) 12,500 SY $ _ 3.90 $ 48,750.00
6"Limerock Base(compacted&primed) 12,500 SY .$ _ 6.85 $ 85,625.00
12"Stabilized Subgrade(compacted) 14,925 SY $ 1.85 $ 27,611.25
SIDEWALK
4"Thick Reinforced Concrete Sidewalk 3:554 SY $ 27.00 S 95,958.00
MISCEL_ANEOLIS
Saw-Cut and Connect to Ex. Pavement 1 LS $ 500.00 S 500.00
Type"F"Curb and Gutter 4,112 LF $ _ 10.25 $ 42,143.00
Type"A" Curb '1,051 LF $ 11.00 $ 11,561.00
Valley Gutter 2,041 LF $ _ 7.50 $ 15,307.50
Transition Curb 100 Li: $ 10.25 $ 1,025.00
'.ADA Curb Ramps 12 EA $ 385.00 $ 4,62100
Blue-13lue Reflector 6 EA $ 15.00 $ 91100
Signing and Striping 1 LS :$ 15,000.01) $ 15,001.00
Paving Total $ 396,945.75
Packet Page-225-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
OPC for Construction
Drainage
Estimated
Description Quantity Unit Unit Price Total Price
15" RCP' 210 LF $ 26.55 $ 5,575.50
18" R.CF' 222 LF $ 28.25 $ 6,27' .50
30" R.CF' 378 LF $ 55.05 $ 20,808.90
42" RCP 148 LF $ 87.00 $ 12,876.00
48" RCF 465 LF $ 100.00 $ 46,50(1.00
15" Headwall 2 EA $ 1,250.00 $ 2,500.00
18" Headwall 1 EA $ '1,570.00 $ 1,570.00
30" Headwall 4 EA $ 2,100.00 $ 8,400.00
42" Headwall 1 EA $ 3.250.00 $ 3,250.00
48" Headwall 4 EA $ 3.875.00 $ 15,500.00
Grate Inlet 2 EA $ 2,425.00 $ 4,850.00
Double Valley Gutter Inlet 4 EA $ 2.425.00 $ 9,70C1.00
Throat Inlet 8 EA $ 2.915.00 $ 23,320.00
Relocate Ex. C.S. 2 LS $ 11;500.00 $ 3,000.00
Drainage Total $ 164,121.90
Packet Page-226-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
OPC for Construction
Sanitary Sewer
Estimated
Descrion Quantity Unit Unit Price Total Price
Double Sanitary Sewer Service 7 EA $ 575.00 $ 4,025.00
8"PVC Sanitary Sewer(SDR.26)
(0'-6'cut) 278 LF $ 24.50 $ 6,811.00
8"PVC Sanitary Sewer(SDR 26)
(6'-8'cL.t) 310 LF $ 28.75 $ 8,912.50
8" PVC Sanitary Sewer(SDR 26)
(8'- 10'cut) 421 LP' $ 33.00 $ 13,893.00 •
8" PVC Sanitary Sewer(SDR 26)
(10'- 12'cut) 195 0' $ 38.25 $ 7,453.75
8" PVC Sanitary Sewer(SDR 26)
(12'- 14'cut) 964 L,F $ _ 43.55 $ 41,98220
8" PVC Sanitary Sewer(SDR 26)
(16'- 18'cut) 219 LF $ 62.00 $ 13,5713.00
Manhole, 4'Diameter
(0'-6'cut) 2 EA $ 4,080.00 $ 8,160.00
Manhole,.4'Diameter
----Ns(6'-8'cut) 1 EA $ 5,055.0() $ 5,055.00
Manhole, 4' Diameter
(8'- 1'0'cut) 1 EA $ 5,975.00 $ 5,975.00
Manhole, 4' Diameter
(10'- 12'cut) 1 EA S 6,1335.00 $ 6,835.00
Manhole, 4'Diameter
(12'- 14'cut) 6 EA S 7,66(1.00 $ 45,960.00
Manhole, 4' Diameter
(14'- 16'cut) 0 EA $ 7,66000 $ -
Manhole, 4'Diameter
(14'- 16'cut) 3 EA $ 9,600.00 $ 28,800.00
Connect to existing force rneiin 1 EA $ _ 1,300.00 $ 1,300.00
4" Force Main 1,633 LF $ 20.40 $ 33,31320
Force Merin Air Release Valve 1 EA $ 8,360.00 $ 8,360.00
Pump Station 1 EA $ 152,000.00 $ 152,000.00
TV Sewer w/mandrel (preliminary) 2,387 LF $ 1.65_ $ 3,938.55
TV Sewer w/mandrel (final) 2,387 LF $ 1.65 $ 3,938.55
Sanitary Sewer Total $ 400,295.75
Packet Page-227-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO,
OPC for Construction
Potable Water
n
Estimated
Desc 1pf on _ Quantity Unit Unit Price Total Price
Connect to Existing Water Main with Gap
Configuration 2 EA $ 2,525.0() $ 5,050.00
Single Water Service 4 EA $ 665.00 $ 2,660.00
Double Water Service 5 EA $ 865.00 $ 4,325.00
8" PVC Water Main (C-900, CL 50) 1,314 LF $ _ 19.50 $ 25,623.00
8" PVC Water Main (C-900, CL-200) 51 LF $ _ 22.00 $ 1,122.00
10" PVC Water Main (C-900, CL-150) 2,145 LF $ _ 25.00 $ 53,625.00
10" PVC Water Main (C-9001, CL 200) 233 LF $ 28.50 $ 6,640.50
Fire Hydrant Assembly, Complete 6 EA $ 3,570.00_ $ 21,420.00
Permanent Bacterial Sample Point 1 EA $ - 1,525.00 $ 1,525.00
8" Gate Valve 3 EA $ 1,285.00 $ 3,855.00
10" Gate Valve 9 EA $ 1,490.00 $ 13,410.00
Automat c Flushing Device w/Gale Valve 3 EA $ 6,730.00 $ 20,190.00
4"3M Magnetic Bal Markers Allowance
(Every 200 LF and at Each Pipe Elbow Location) 65 EA $ 27.00 $ 1,755.00
Chlorination &Testing 1 EA $ 1,700.00 $ 1,700.00
n
Potable Water Total $ 162,900.50
•
Packet Page-228-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
OPC for Construction
Irrigation
Estimated
Description Quantity Unit IJnit Price Total Price
Irrttion Allowance 1 LS $ 17,87:5.00 $ 17,875.00
Irrigation Total _$ 17,875.00
•
Packet Page-229-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
• OPC for Construction
Landscape
Estirn ated
Description Quantity Unit Unit Price Total Price
GENERAL LANDSCAPE
Landscape Allowance 1 LS $ 160,973.00 $ 160,973.00
Landscape Total $ 160,973.00
Packet Page-230-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
OPC for Construction
• Lighting
Estimated
Descr•i�fion w Quantity Unit Unit Price Total Price
Lighting Allowance 1 LS $ 50,000.00 $ 50,00100
Lighting Total 50,000.00
Packet Page -231-
STANTEC CONSULTING SERVICES, INC. 4/22/2014 16.A.3.
PONTE RIALTO
•
OPC for Construction
Erosion Control
Estimated
Description Quantity Unit Unit Price Total Price
Silt Fence 25,60() LF $ 1.40 $ 35,84D.00
Turbidity Barrier 50 LF ;$ 11.75 $ 587.50
Erosion Control Total $ 36,427.50
Packet Page-232-