Agenda 04/09/2013 Item #16A 4 4/9/2013 16.A.4.
EXECUTIVE SUMMARY
Recommendation to approve for recording the final plat of Sabal Bay Commercial Plat - Phase
Four, AR-13453, 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 Sabal Bay Commercial Plat - Phase Four, a subdivision of lands located in Section
19, 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 Sabal Bay Commercial Plat—Phase Four.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. 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 10.02.05 A.4.b.
The Engineering Services Department recommends that the final plat of Sabal Bay Commercial
Plat—Phase Four be approved for recording.
FISCAL IMPACT: The project cost is $629,591.02 (estimated)to be borne by the
developer.
The cost breakdown is as follows:
a) Water& Sewer $177,034.02
b) Drainage,
Paving, Grading $452,557.00
The Security amount, equal to 110% of the
project cost, is $692,550.12
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: $20,387.73
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The Fees are based on a construction estimate of$629,591.02 and were paid in
June, 2008 and December, 2012.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $10./ac) $1,500.00
b) Construction Drawing Review Fee
Water&
Sewer(.75% const. est.) $1,327.76
c) Drainage,
Paving, Grading(.75% const. est.) $3,394.18
d) Construction Inspection Fee
Water&
Sewer(2.25%const. est.) $3,983.27
e) Drainage,Paving,
Grading (2.25%const.est.) $10,182.53
LEGAL CONSIDERATIONS: This item has been approved by the County Attorney's Office,
is legally sufficient, and requires a majority vote for approval. -ERP
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: To have the Board of County Commissioners endorse staff's
recommendation to approve the final plat of Sabal Bay Commercial Plat — Phase Four AR-
13453 for recording with the following stipulations:
1. Approve the amount of$692,550.12 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 10.02.05 A.4.b
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)Engineer's Opinion of Probable Cost(OPC)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.4.
Item Summary: Recommendation to approve for recording the final plat of Sabal Bay
Commercial Plat- Phase Four, AR-13453, approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 4/9/2013
Prepared By
Name:HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering&Enviromn
3/7/2013 9:30:44 AM
Approved By
Name:PuigJudy
Title: Operations Analyst,GMD P&R
Date: 3/19/2013 2:17:16 PM
Name:McKennaJack
Title: Manager-Engineering Review Services,Engineering&Environmental Services
Date: 3/22/2013 11:44:38 AM
Name:MarcellaJeanne
Title:Executive Secretary,Transportation Planning
Date: 3/27/2013 9:23:32 AM
Name: PepinEmily
Title:Assistant County Attorney, CAO Litigation
Date: 3/27/2013 10:26:52 AM
Name: FinnEd
Title: Senior Budget Analyst, OMB
Date: 3/27/2013 12:34:04 PM
Name:KlatzkowJeff
Title: County Attorney
Date: 3/28/2013 11:51:58 AM
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Name: IsacksonMark
Title: Director-Corp Financial and Mgmt Svs,CMO
Date: 3/29/2013 3:22:25 PM
Amok
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Paving
The Shops at Hammock Cove Phase 11
Description Quantity Unit Type Unit Price Total Price
1"FC-3 Friction Course Asphaltic Concrete(US 41 Turn Lane) 535 SY $ 6.25 $ 3,343.75
2.5"Type SP Structural Course Asphaltic Concrete(US 41 Turn Lane) 535 SY $ 11.63 $ 6,222.05
1.5"Type SP Structural Course Asphaltic Concrete(US 41 Shoulder) 135 SY $ 6.98 $ 942.03
6"ABC-3 Asphalt(Pave)(US 41 Turn Lane) 670 SY $ 9.50 $ 6,365.00
12"Stabilized Subgrade(US 41 Turn Lane) 670 SY $ 1.75 $ 1,172.50
3/4"Asphaltic Concrete(Type S-111)(1st Ilft) 2,632 SY $ 4.20 $ 11,054.40
3/4"Asphaltic Concrete(Type S-III)(2nd lift) 2,632 SY $ 4.20 $ 11,054.40
Brick Pavers 125 SY $ 30.82 $ 3,852.50
8"Limerock Base 2,973 SY $ 6.09 $ 18,096.80
12"Stabilized Subgrade 3,075 SY $ 2.00 $ 6,150.00
4"Limerock Base for Sidewalk(only in County ROW) 369 SY $ 3.75 $ 1,383.75
Sodding 2,530 SY $ 1.50 $ 3,795.00
Curb&gutter(Modified Type"F") 1,051 LF $ 13.85 $ 14,556.35
12"Concrete Ribbon 195 LF $ 17.50 $ 3,412.50
D-Curb 114 LF $ 12.85 $ 1,464.90
4"Concrete Sidewalk 865 SY $ 22.35 $ 19,332.75
Hand Rails 110 LF _$ 69.06 $ 7,596.60
Sub-Total $ 119,795.28
15%Contingency $ 17,969.29
Total $ 137,764.57
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Drainage
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
15" RCP 150 LF $ 28.19 $ 4,228.50
18" RCP 292 LF $ 38.23 $ 11,163.16
24" RCP 293 LF $ 51.50 $ 15,089.50
30" RCP 84 LF $ 67.25 $ 5,649.00
36" RCP 1,080 LF $ 83.00 $ 89,640.00
Throat Inlet 4 EA $3,250.00 $ 13,000.00
Grate Inlet 3 EA $2,500.00 $ 7,500.00
Junction Box 3 EA $3,340.00 $ 10,020.00
24" Flared End 1 EA $1,690.00 $ 1,690.00
36" FDOT Mitered End 6 EA $3,800.00 $ 22,800.00
Rip-Rap 256 SY $ 11.00 $ 2,816.00
3' PVC Pipe (Water Quality Bleeder) 15 LF $ 10.00 $ 150.00
Control Structure 1 EA $5,500.00 $ 5,500.00
Sub-Total $ 189,246.16
15%Contingency $ 28,386.92
Total $ 217,633.08
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Sanitary Sewer
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
TV sewer w/mandrel (preliminary) 685 LF $ 2.00 $ 1,370.00
TV sewer(final) 685 LF $ 2.00 $ 1,370.00
8" PVC Gravity Main (0-6' cut) 24 LF $ 18.74 $ 449.76
8" PVC Gravity Main (6-8' cut) 512 LF $ 21.24 $ 10,874.88
8" PVC Gravity Main(8-10' cut) 120 LF $ 27.24 $ 3,268.80
10" PVC Gravity Main (8-10'cut) 29 LF $ 38.14 $ 1,106.06
Manhole 4' Diameter(6-8'cut) 2 EA $5,420.00 $ 10,840.00
Manhole 4' Diameter(8-10' cut) 1 EA $6,300.00 $ 6,300.00
Core Existing Manhole 1 EA $1,450.00 $ 1,450.00
Sub-Total $ 37,029.50
15%Contingency $ 5,554.43
Total $ 42,583.93
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Potable Water
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
Connect to existing water with gap configuration 2 LS $1,530.00 $ 3,060.00
6" PVC Water Main (C-900, CL-150) 623 LF $ 18.80 $ 11,712.40
6" PVC Water Main (C-900, CL-200) 294 LF $ 20.12 $ 5,915.28
6" PVC Fire Main (C-900, CL-150) 15 LF $ 19.11 $ 286.65
8" PVC Fire Main (C-900, CL-150) 28 LF $ 21.07 $ 589.96
8" PVC Fire Main (C-900, CL-200) 35 LF $ 22.67 $ 793.45
12" PVC Fire Main (C-900, CL-150) 737 LF $ 25.76 $ 18,985.12
12" PVC Fire Main (C-900, CL-200) 80 LF $ 30.77 $ 2,461.60
Fire Hydrant Assembly 2 EA $3,820.00 $ 7,640.00
6" Gate Valve w/Box 6 EA $ 986.00 $ 5,916.00
8" Gate Valve w/Box 3 EA $1,260.00 $ 3,780.00
12"Gate Valve w/Box 3 EA $1,960.00 $ 5,880.00
Temporary Bacterial Sample Point 2 EA $ 200.00 $ 400.00
Permanent Bacterial Sample Point 1 EA $ 1,150.00 $ 1,150.00
Temporary Blow Off 2 EA $ 770.00 $ 1,540.00
Air Release Valve 3 EA $1,595.00 $ 4,785.00
Automatic Flushing Device 1 EA $5,800.00 $ 5,800.00
Jack and Bore (6" PVC w/14"Casing) 145 LF $ 249.78 $ 36,218.10
Sub-Total $ 116,913.56
15%Contingency $ 17,537.03
Total $ 134,450.59
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Irrigation
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
4" Irrigation Main (C-900,CL 150) 939 LF $ 10.65 $ 10,000.35
4" Irrigation Main (C-900, CL 200) 138 LF $ 12.45 $ 1,718.10
4"Gate Valve w/Box 3 EA $ 821.00 $ 2,463.00
Temporary Blow Off 1 EA $ 770.00 $ 770.00
Controller w/Rain Sensor 1 EA $4,250.00 $ 4,250.00
Electric Solenoid Valve 1 _ EA $ 325.00 $ 325.00
Sub-Total $ 19,526.45
15%Contingency $ 2,928.97
Total $ 22,455.42
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Landscaping
The Shops at Hammock Cove Phase H
Description Quantity Unit Type Unit Price Total Price
Code Minimum Landscaping 1 LS $ 8,000.00 $ 8,000.00
Sub-Total $ 8,000.00
15%Contingency $ 1,200.00
Total $ 9,200.00
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Lighting
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
25'concrete pole and fixture 870 LF $ 21.25 $ 18,487.50
Sub-Total $ 18,487.50
15%Contingency $ 2,773.13
Total $ 21,260.63
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Earthwork
The Shops at Hammock Cove Phase H
Description Quantity Unit Type Unit Price Total Price
Temporary Dry Pre-treatment 400 LF $ 12.00 $ 4,800.00
Temporary Drainage Swale 1,400 LF $ 12.00 $ 16,800.00
Sod Dry Pre-Treatment 445 SY $ 1.60 $ 712.00
Sod Temporary Drainage Swales 4,000 SY $ 1.60 $ 6,400.00
Floating Turbidity Barrier 480 LF $ 2.00 $ 960.00
Silt Fence 4,800 I LF _ $ 1.00 $ 4,800.00
Sub-Total $ 34,472.00
15%Contingency $ 5,170.80
Total $ 39,642.80
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The Shops at Hammock Cove
II
Engineer's Opinion of Probable Cost
Paving $ 137,764.57
Drainage $ 217,633.08
Sanitary Sewer $ 42,583.93
Potable Water $ 134,450.59
Irrigation (Code Minimum) $ 22,455.42
Landscaping (Code Minimum) $ 9,200.00
Lighting $ 21,260.63
Earthwork $ 39,642.80
Signing and Marking $ 4,600.00
Total Probable Cost $ 629,591.02
PPL-2008-AR-13453 REV: I
THE SHOPS AT HAMMOCK
COVE PHASE II -
Project:2008030032
Date: 6/25/08 DUE: 7/24/08 - ._
David J. Hurst,1 E.
FL Registration#6027
WilsonMiller, Inc.-FL Lic.#LC-C000170
WilsonMiller, Inc.-Certificate of Authorization#43
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Signing and Marking
The Shops at Hammock Cove Phase II
Description Quantity Unit Type Unit Price Total Price
Signing and Marking 1 LS $4,000.00 $ 4,000.00
Sub-Total $ 4,000.00
15%Contingency $ 600.00
Total $ 4,600.00
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