Agenda 04/23/2013 Item #16A 94/23/2013 16.A.9.
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 Bent Creek Preserve, (PL201200001267) 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 Bent Creek Preserve, a subdivision of lands located in Section 26, Township 48
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 of
County Commissioners (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 Bent Creek Preserve. These documents
are in compliance with the County Land Development Code and Chapter 177, Florida Statutes.
This project is within the Bent Creek Preserve RPUD, Ordinance 2012 -026. The roadway and
drainage improvements will be maintained by the Bent Creek Property Owners Association. The
plat dedicates easements to Collier County for emergency and service vehicles. The potable
water and sanitary sewer facilities will be maintained by Collier County upon acceptance of the
facilities. 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 AA.b.
The Engineering Services Department recommends that the final plat of Bent Creek Preserve be
approved for recording.
FISCAL IMPACT: The project cost is $2,753,480.03 (estimated) to be borne by the
developer.
The cost breakdown is as follows:
a) Water & Sewer $1,088,820.00
b) Drainage,
Paving, Grading $1,664,660.03
The Security amount, equal to 110% of the
project cost, is $3,028,828.03
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Packet Page -661-
4/23/2013 16.A.9.
Cost Center: 138327 -- Land Development Services / Revenue generated by this
project: Total: $83,804.40. The Fees are based on a construction estimate of
$2,753,480.03 and were paid in August, 2012.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,200.00
b)
Construction Drawing Review Fee
Water &
Sewer (.75% const. est.)
$ 8,166.15
C)
Drainage,
Paving, Grading (.75% const. est.)
$12,484.95
d)
Construction Inspection Fee
Water &
Sewer (2.25% const. est.)
$24,498.45
e)
Drainage, Paving,
Grading (2.25 %const.est.)
$37,454.85
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 final approval letter and plat recordation.
RECOMMENDATION: Recommendation that the Board of County Commissioners endorse
staff's recommendation to approve the final plat of Bent Creek Preserve, (PL20120001267)
for recording with the following stipulations:
1. Approve the amount of $3,028,828.03 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) Opinion of Cost
Packet Page -662-
4/23/2013 16.A.9.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.9.
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 Bent Creek Preserve,
(PL201200001267) approval of the standard form Construction and Maintenance Agreement
and approval of the amount of the performance security.
Meeting Date: 4/23/2013
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering & Environm
3/26/2013 2:28:19 PM
Approved By
Name: PuigJudy
Title: Operations Analyst, GMD P &R
Date: 3/29/2013 11:06:26 AM
Name: McKennaJack
Title: Manager - Engineering Review Services,Engineering & Environmental Services
Date: 4/2/2013 3:06:18 PM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 4/10/2013 10:46:40 AM
Name: PepinEmily
Title: Assistant County Attorney, CAO Litigation
Date: 4/10/2013 3:15:35 PM
Name: KlatzkowJeff
Title: County Attorney
Date: 4/10/2013 4:47:09 PM
Name: FinnEd
Packet Page -663-
Title: Senior Budget Analyst, OMB
Date: 4/14/2013 1:29:57 PM
Name: OchsLeo
Title: County Manager
Date: 4/14/2013 9:52:44 PM
Packet Page -664-
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4/23/2013 16.A.9.
"DA INC.
T Planning
Visualization
CONSULTING Civil Engineering
Z t T TL 1 Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
BENT CREEK PRESERVE - PHASE 1
Engineer's Opinion of Probable Construction Costs
SUMMARY
SANITARY SEWER SUB -TOTAL
$715,909.00
POTABLE WATER SUB -TOTAL
$372,911.00
ESTIMATED UTILITY COST
$1,088,820.00
Due at
Due at
Permit
Submittal
Approval
PPL Fee Calculations for Utilitv Construction
0.75% for Construction Document Review
$8,166.15
2.25% for Construction Inspection
$12,249.23
$12,249.23
Total PPL fee based on OPC
$20,415.38
Less $20,175.00
(Paid 8/31/12)
$240.38
(Amount Remaining)
STORM DRAINAGE SUB -TOTAL
$556,326.00
PAVING AND GRADING SUB -TOTAL
$679,411.03
LIGHTING SUB -TOTAL (2)
$135,000.00
LANDSCAPE AND IRRIGATION SUB -TOTAL (3)
$293,923.00
ESTIMATED PAVING, GRADING AND DRAINAGE COST $1,664,660.03
Due at
Due at Permit
Submittal Approval
PPL Fee Calculations for Roadway. Pavine, and Drainage
0.75% for Construction Document Review $12,484.95
2.25% for Construction Inspection $18,727.43 $18,727.43
Total PPL fee based on OPC $31,212.38
Less $22,803.58 (Paid 8/31/12)
$8,408.80 (Amount Remaining)
Note:
1. This Engineer's Opinion of Probable Cost represents the estimated cost for constructing the
listed infrastructure for Bent Creek Preserve Phase 1 (RWA, Inc. File No. 03008.05.01 rev I
November 12, 2012).
2. Lighting probable cost from Norman J. Trebilcock, P.E. signed and sealed 10/29/12.
3. Landscaping and Irrigation probable cost from Chuck Yannette signed and scaled
RWA, Inc.
6610 Willow Park Drive
Naples, Florida 34109
Phone: 239 - 597 -0575
Fax: 239 -597 -0578
Packet Page -680-
Michael C.
."Sol �PFIR P14
-�S E '• 9�
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ESSI�NP•.
11/15/2012
4/23/2013 16.A.9.
DIA [A INC.
Planning
Visualization
CO3N S U L'I' 1 N G Civil Engineering
.Z %, f VA. 1 Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Project: Bent Creek Preserve - Phase 1
Date: November 8, 2012
Estimated By: Phil Naylor
Checked B Michael Pappas
SANITARY SEWER
DESCRIPTION UNIT I QUANTITY I COST I TOTAL I
S -1 8" PVC Sanitary Sewer Main (0' -6' cut)
LF
1,666
$24.00
$39,984.00
S -2 8" PVC Sanitary Sewer Main (6-8' cut)
LF
1,201
$30.00
$36,030.00
S -3 8" PVC Sanitary Sewer Main (8' -10' cut)
LF
1,074
$40.00
$42,960.00
S-4 8" PVC Sanitary Sewer Main (10' -12' cut)
LF
1,201
$63.00
$75,663.00
S -5 8" PVC Sanitary Sewer Main (12' -18' cut)
LF
1,364
$74.00
$100,936.00
S -6 4' Diameter Manhole (.0' -6' depth)
EA
7
$3,800.00
$26,600.00
S -7 4' Diameter Manhole (6-8' depth)
EA
4
$4,300.00
$17,200.00
S -8 4' Diameter Manhole (8' -] 0' depth)
EA
5
$4,800.00
$24,000.00
S -9 4' Diameter Manhole (10' -12' depth)
EA
2
$5,500.00
$11,000.00
S -10 4' Diameter Manhole (12' -18' depth)
EA
10
$6,800.00
$68,000.00
S -11 Drop Manhole Connection
EA
2
$1,300.00
$2,600.00
S -12 Single Sewer Lateral
EA
18
$800.00
$14,400.00
S -13 Double Sewer Lateral
EA
80
$950.00
$76,000.00
S -15 Lift Station
LS
1
$130,000.00
$130,000.00
S -16 6" PVC Force Main (DRIB)
LF
1,378
$18.00
$24,804.00
S -17 6" PVC Force Main (DR14)
LF
81
$20.00
$1,620.00
S -16 Air Release Valve
EA
2
$2,500.00
$5,000.00
S -16 6" Plug Valve
EA
2
$1,300.00
$2,600.00
S -17 Connect to Existing Force Main
EA
1
$1,500.00
$1,500.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls 11115/2012
Packet Page -681-
4/23/2013 16.A.9.
"DIX / TA INC.
Planning
Visualization
CONS U L'I' I NQ Civil ringineering
Z ♦ T TL 1 Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Project: Bent Creek Preserve - Phase 1
Date: November 8, 2012
Estimated By: Phil Naylor
Checked By: Michael Pappas
SANITARY SEWER
DESCRIPTION UNIT I QUANTITY UNIT TOTAL
COST
S -18 Lower Existing Force Main on Immokalee Road LS 1 $2,000.00 $2,000.00
S -19 Television Inspection LF 6,506 $2.00 $13,012.00
Sanitary Sewer Sub -Total $715,909.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls
Packet Page -682-
11/15/2012
4/23/2013 16.A.9.
INC.
"DIA TA V sualiaation
Pi
C C) N S Ll LT 1 N C➢ Civil Fngineering
Z \ T Tl 1 Surveying X Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Project: Bent Creek Preserve - Phase 1
Date: November S, 2012
Estimated By: Phil Naylor
Checked By: Michael Pappas
POTABLE WATER
W -1 8" PVC Water Main (C -900, DR 18, PC] 50)
LF
6,221
$21.00
$130,641.00
W -2 8" PVC Water Main (C -900, DR 14, PC200)
LF
314
$23.00
$7,222.00
W -3 10" PVC Water Main (C -900, DR 18, PC 150)
LF
597
$24.00
$14,328.00
W-4 10" PVC Water Main (C -900, DR 14, PC200)
LF
45
$26.00
$1,170.00
W -5 Jack and Bore 20" Steel Casing
LF
136
$200.00
$27,200.00
W -6 6" Gate Valve w/ Box
EA
1
$1,400.00
$1,400.00
W -7 8" Gate Valve w/ Box
EA
25
$1,400.00
$35,000.00
W -8 Air Release Valve
EA
1
$2,700.00
$2,700.00
W -9 Fire Hydrant Assembly w/ Valve
EA
14
$3,600.00
$50,400.00
W -10 Permanent Sample Point
EA
3
$2,000.00
$6,000.00
W -11 Hot -Tap (Includes 36 "x10" Tapping Sleeve and Valve)
LS
1
$7,500.00
$7,500.00
W -12 2" Single Water Service
EA
1
$750.00
$750.00
W -13 Single Water Service
EA
68
$500.00
$34,000.00
W -14 Double Water Service
EA
54
$650.00
$35,100.00
W -15 Temporary Gap Configuration
EA
1
$2,000.00
$2,000.00
W -16 Automatic Flushing Device
EA
5
$3,500.00
$17,500.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls
Potable Water Sub -Total
Packet Page -683-
$372,911.00
11/15/2012
4/23/2013 16.A.9.
VXUAINC.V
Plo ualruion
C' O N S U L'T I N Q Civil Engineering
Z t T Vl 1 Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Project: Bent Creek Preserve - Phase 1
Date: November 8, 2012
Estimated By: Phil Naylor
Checked By: Michael Pappas
I DESCRIPTION I UNIT I QUANTITY I COST I TOTAL
D -1 15" RCP
LF
876
$26.00
$22,776.00
D -2 18" RCP
LF
111
$41.00
$4,551.00
D -3 24" RCP
LF
1,197
$51.00
$61,047.00
D-4 30" RCP
LF
1,176
$60.00
$70,560.00
D -5 36" RCP
LF
1,931
$70.00
$135,170.00
D -6 42" RCP
LF
224
$85.00
$19,040.00
D -7 3' x 4' Valley Gutter Inlet
EA
29
$3,100.00
$89,900.00
D -8 Y x 6' Valley Gutter Inlet
EA
1
$3,600.00
$3,600.00
D -9 Throat Inlet
EA
2
$4,000.00
$8,000.00
D -10 Type'C' Inlet
EA
4
$2,300.00
$9,200.00
D -11 Type'D' Inlet
EA
5
$2,600.00
$13,000.00
D -12 Type 'E' Bubble -up Inlet
EA
2
$3,000.00
$6,000.00
D -13 Control Structure
EA
1
$5,500.00
$5,500.00
D -14 3' X 3' Junction Box/Inlet
EA
1
$2,500.00
$2,500.00
D -15 4'X 4' Junction Box/Inlet
EA
5
$2,800.00
$14,000.00
D -16 4'X 4' Conflict Box
EA
1
$3,500.00
$3,500.00
D -1 7 5'X 5' Junction Box /Inlet
EA
3
$3,200.00
$9,600.00
D -18 15" FES
EA
3
$1,350.00
$4,050.00
D -19 24" FES
EA
8
$1,500.00
$12,000.00
D -20 30" FES
EA
7
$1,700.00
$11,900.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls
Packet Page -684-
11/15/2012
4/23/2013 16.A.9.
INC
'DIX TA Vlisunlniation
Pai
CQ N S LI L-IA N G Civil Engineering
Z L V Il Z Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Storm Drainage Sub -Total $556,326.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls 11115/2012
Packet Page -685-
Project: Bent Creek Preserve - Phase i
Date: November 8, 2012
Estimated By: Phil Naylor
Checked By: Michael Pappas
STORM DRAINAGE
DESCRIPTION
UNIT
QUANTITY
UNIT
TOTAL
COST
D -21 36" FES
EA
3
$1,850.00
$5,550.00
D -22 42" FES
EA
1
$2,200.00
$2,200.00
D -23 Yard Drain
EA
15
$700.00
$10,500.00
D -24 10" Yard Drain Pipe
LF
1,963
$15.00
$29,445.00
D -25 12" Yard Drain Pipe
LF
161
$17.00
$2,737.00
Storm Drainage Sub -Total $556,326.00
2012 -11 -08 OPC Phase 1- Collier Fees.xls 11115/2012
Packet Page -685-
INC•V i ualnig DIXTA ation
CONS LI L -r i N Ci Civil Engineering
Z L T Il 1 Surveying & Mapping
Certificate of Business Certificate No. EB- 0007663
Engineer's Opinion of Probable Construction Costs
Project: Bent Creek Preserve - Phase 1
Date: November 8, 2012
Estimated By: Phil Naylor
Checked By: Michael Pappas
PAVING AND GRADING
DESCRIPTION
4/23/2013 16.A.9.
UNIT I TOTAL
P -1 Remove Existing Curb/Pavement and Dispose
LS
1
$1,500.00
$1,500.00
P -2 Remove Existing Drainage Pipe and End Sections
LS
1
$1,000.00
$1,000.00
P -3 12" Stabilized Subgrade (LBR 40)
SY
23,247
$2.00
$46,494.00
P-4 8" Limerock Base (LBR 100)
SY
18,271
$8.00
$146.168.00
P -5 3/4" Type S -111 ACSC (1 st Lift)
SY
18,271
$4.70
$85,873.70
P -6 3/4" Type S -III ACSC (2nd Lift)
SY
18,271
$6.00
$109,626.00
P -7 Concrete Valley Gutter
LF
13,250
$7.00
$92,750.00
P -8 Type "A" Curb
LF
188
$10.00
$1,880.00
P -9 Type "F" Curb
LF
1,289
$9.00
$11,601.00
P -10 Type "D" Curb
LF
482
$11.00
$5,302.00
P -11 5' Sidewalk
LF
14,300
$10.50
$150,150.00
P -12 ADA Curb Ramps
EA
18
$500.00
$9,000.00
P -13 Sod (4' strip between curb and sidewalk)
SY
6,378
$1.50
$9,566.33
P -14 Signing and Striping
LS
1
$8,500.00
$8,500.00
Paving and Grading Sub -Total $679,411.03
2012 -11 -08 OPC Phase 1- Collier Fees.xis 11/15/2012
Packet Page -686-
P PQL
Lighting Opinion Of Cost
Project: Bent Creek
County: Collier
4/23/2013 16.A.9.
Manufacturer
Description
QUANTITY
UNIT
UNIT PRICE
COST
Edison IV
FPL Decorative Acorn Post Top fixture mounted on 15' fluted stone pole
(above grade) furnished and Installed by FPL
17.00
EA
$3,000.00
$51,000.00
CooperLighting
Streetworks
General Electric
FPL Town & Country Post Top fixture mounted on 15' direct buried
fiberglass pole
FPL Cobra Head fixture mounted on 25' direct burried concrete pole
54.00
2.00
EA
EA
$1,500.00
$1,500.001
$81,000.00
$3,000.00
$135,000.00
NORMAN J. TRERtLCOCK, P.E.
6660 MANGROVE WAY -
NAPLES, FL 34109
FL REGISTRATION NO. 47116
s.A .
Packet Page -687-
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