Agenda 06/25/2013 Item #16A 7�1
6/25/2013 16.A.7.
EXECUTIVE SUMMARY
Recommendation to approve final acceptance of the private roadway and drainage improvements
for the final plat of Veronawalk Phase 3B, (AR -6688) with the roadway and drainage
improvements being privately maintained and authorize the County Manager, or his
designee, to execute the attached resolution authorizing final acceptance of the
improvements and acceptance of the plat dedications, and release of the maintenance
security in the amount of $352,552.
OBJECTIVE: To have the Board of County Commissioners accept final approval of the
infrastructure improvements associated within the subdivision accept the plat dedications, and to
release the maintenance security in the amount of $352,552.14.
CONSIDERATIONS:
1) On July 31, 2007, the Engineering Services Department granted preliminary acceptance of
the roadway and drainage improvements in Veronawalk Phase 3B.
2) The roadway and drainage improvements will be maintained by the project's homeowners
association.
3) The required improvements have been constructed in accordance with the
Land Development Code. The Engineering Services Department has inspected the
improvements and is recommending final acceptance of the improvements.
4) A resolution for final acceptance has been prepared and approved by the County Attorney's
Office. The resolution is a requirement of Section 10.02.05 C.3 of the Land Development
Code. A copy of the document is attached.
5) This PUD has been found to be in substantial compliance.
FISCAL IMPACT: The roadway and drainage improvements will be maintained by the
project's homeowners association. The existing security in the amount of $352,552.14 will be
released upon Board approval. The original security in the amount of $2,998,747.00 has been
reduced to the current amount based on the previous work performed and completed and
pursuant to the terms of the Construction and Maintenance Agreement dated January 5, 2006.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires
a majority vote for approval. - ERP
GROWTH MANAGEMENT IMPACT: There is no growth management impact.
Packet Page -413-
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6/25/2013 16.A.7.
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RECOMMENDATION: To have the Board of County Commissioners accept final approval of n
the infrastructure improvements associated within the subdivision known as Veronawalk Phase
3B, (AR -6688) and authorize the County Manager, or his designee, to execute the attached
resolution authorizing final acceptance of the improvements and acceptance of the plat
dedications, and release of the maintenance security in the amount of $352,552.14.
Prepared By: John Houldsworth, Senior Site Plans Reviewer, Engineering Services, Growth
Management Division, Planning and Regulation
Attachments: 1) Location Map, 2) Bond Basis, 3) Resolution
Packet Page -414-
6/25/2013 16.A.7.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.7.
Item Summary: Recommendation to approve final acceptance of the private roadway and
drainage improvements for the final plat of Veronawalk Phase 313, (AR -6688) with the roadway
and drainage improvements being privately maintained and authorize the County Manager, or
his designee, to execute the attached resolution authorizing final acceptance of the
improvements and acceptance of the plat dedications, and release of the maintenance security
in the amount of $352,552.
Meeting Date: 6/25/2013
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering & Environm
5/30/2013 7:55:04 AM
Approved By
Name: BeardLaurie
Title: Planner,Transportation Planning
Date: 5/30/2013 10:27:08 AM
Name: PuigJudy
Title: Operations Analyst, GMD P &R
Date: 5/31/2013 2:15:42 PM
Name: McKennaJack
Title: Manager - Engineering Review Services,Engineering & Environmental Services
Date: 6/3/2013 2:07:49 PM
Name: PepinEmily
Title: Assistant County Attorney, CAO Litigation
Date: 6/5/2013 4:32:30 PM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
n Date: 6/6/2013 11:37:09 AM
Packet Page -415-
Name: FinnEd
Title: Senior Budget Analyst, OMB
Date: 6/7/2013 5:50:12 PM
Name: KlatzkowJeff
Title: County Attorney
Date: 6/14/2013 9:59:56 AM
Name: OchsLeo
Title: County Manager
Date: 6/15/2013 12:36:12 PM
Packet Page -416-
6/25/2013 16.A.7.
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• � 6/25/201316.A.7.
VERONAWALK
PHASE 36
OPINION OF PROBABLE COST
Sanitary Collection System
Potable Water
Drainage
Paving
Lighting
Landscaping (Code Minimum)
Irrigation (Code Minimum)
Total Probable Cost
• 110% Bond Amount
C7
10/14/2004 -# 141649v1
N0506- P3"00 -EDES
$
787,176
$
511,313
$
246,058
$
714,507
$
101,825
$
97,750
$
267,504
$ 2,726,134
$ 2,998,747
David J. Hurst, P. E:-
FL Registration #60727
WilsonMiller, Inc. -FL Lic. #LC- 0000170
WilsonMlller, Inc. - Certificate of Authorization #43
Packet Page -418-
SANITARY COLLECTION SYSTEM
PHASE 3B
6/25/2013 16.A.7.
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
TV sewer (preliminary)
8511
LF
$ 2.88
$ 24,469.13
TV sewer (final)
8511
LF
$ 2.93
$ 24,958.51
8" PVC Gravity Main (0-6 cut)
3070
LF
$ 18.40
$ 56,488.00
8" PVC Gravity Main (6-8' cut)
1971
LF
$ 22.43
$ 44,199.68
8" PVC Gravity Main (8-10' cut)
1,595
LF
$ 31.63
$ 50,441.88
8" PVC Gravity Main (10 -12' cut)
885
LF
$ 40.25
$ 35,621.25
8" PVC Gravity Main (12 -14' cut)
5e6
LF
$ 49.45
$ 27,988.70
8" PVC Gravity Main (14 -16' cut)
424
LF
$ 59.80
$ 25,355.20
Manhole 4' Diameter (0-6 cut)
25
EA
$ 1,495.00
$ 37,375.00
Manhole 4' Diameter 6-8' cut)
9
EA
$ 1,667.50
$ 15,007.50
Manhole 4' Diameter (8 -10' cut)
7
EA
$ 2,185.00
$ 15,295.00
Manhole 4' Diameter(10 -12' cut)
7
EA
$ 2,645.00
$ 18,515.00
Manhole 4 Diameter(12 -14' cut)
6
EA
$ 3,105.00
$ 18,630.00
Manhole 4' Diameter(14 -16 cut)
7
EA
$ 3,450.00
$ 24,150.0D
6" Forcemain
3690
LF
$ 15.53
$ 57,287.25
6" Plug Valve
1
EA
$ 1,265.00
$ 1,265.00
Pump Station - Complete
1
EA
$ 150,000.00
$ 150,000.00
Single sanitary sewer service
38
EA
$ 368.00
$ 13,984.00
Double sanitary sewer service
90
EA
$ 483.00
$ 43,470.00
10/1 /2004 - # 1416490
N0506 -P3B- 000 -EDES
SUB -TOTAL SANITARY= $ 684,601
15 %CON7INGENCY= $ 102,676
TOTAL SANITARY= $ 787,176
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•
0
POTABLE WATER
Due co sR
0
6/25/2013 16.A.7.
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
2" PVC Double Service
13/4!'PVC
93
EA
$ 460.00
$ 42,780.00
Single Service
32
EA
$ 345.00
$ 11,040.00
Connect to existing water with gap configuration
2
LS
$ 2,000.00
$ 4,000.00
6" PVC Water Main (C -900, CL -150)
938
LF
$ 14.95
$ 14,023.10
6" PVC Water Main (C -900, CL -200)
170
LF
$ 17.95
$ 3,051.50
8" PVC Water Main (C -900, CLA 50)
1383
LF
$ 20.90
$ 28,486.70
8" PVC Water Main (C -900, CL -200)
40
LF
$ 23.35
$ 934.00
10" PVC Water Main, (C-9W, CLA 50)
3366
LF
$ 24.50
$ 82,436.13
10" PVC Water Main (C -900, CL -200)
119
LF
$ 25.80
$ 3,070.20
12" PVC Water Main (C -900, CLA 50)
3471
LF
$ 26.74
$ 92,810.53
12" PVC Water Main (C -900, CL -200)
217
LF
$ 27.17
$ 5,895.89
Fire Hydrant Assembly
38
EA
$ 2,415.00
$ 91,770.00
6" Gate Valve w/ Box
5
EA
$ 575.00
$ 2,875.00
8" Gate Valve w/ Box
4
EA
$ 1,096.65
$ 4,386.60
10" Gate Valve w/ Box
10
EA
$ 1,265.00
$ 12,650.00
12" Gate Valve w/ Box
16
EA
$ 1,700,00
$ 25,500.00
Permanent Blowoff 6"
6
EA
$ 1,650.00
$ 8,250.00
Temporary Bacterial Sample Point
4
EA
$ 977.50
$ 3,910.00
Permanent Bacterial Sample Point
6
EA
$ 1,125.00
$ 6,750.00
1011 /2004 - # 1416490
N0506- P3B- 000 -EDES
SUB -TOTAL POTABLE WATER= a 444,0w
15% CONTINGENCY- $ 66,693
TOTAL POTABLE WATER= $ 511,313
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STORM SEWER
PHASE 3B
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
15" RCP
832
LF
$ 25.30
$ 21,049.60
18" RCP
2810
LF
$ 27.56
$ 77,443.60
24" RCP
525
LF
$ 40.03
$ 21,015.75
Grate Inlet
31
EA
$ 1,340.90
$ 4,022.70
Valley Gutter Inlet (Top and Bottom)
40
EA
$ 1,908.18
$ 76,327.23
18" Flared End
15
EA
$ 806.00
$ 12,090.00
24" Flared End
2
EA
$ 1,007.241$
2,014.48
10/1 /2004 - # 141649V1
N0506 -P36- 000 -EDES
Packet Page -421-
SUB -TOTAL DRAINAGE = $ 213,963
16% CONTINGENCY= $ 32,094.60
TOTAL DRAINAGE = $ 248,057.86
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• 6/25/2013 16.A.7.
PAVING
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DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
314" As haftic Concrete (Type S- 111)(1 st lift)
26,811
SY
$ 2.30
$ 61,665.30
314" Asphaltic Concrete (Type S- I11)(2nd lift)
26,811
SY
$ 1.76
$ 47,173.95
12" Stabilized Subgrade
31,355
SY
$ 2.42
$ 75,723.34
29,943.27
4' Limerock Base for Sidewalk
8,679
SY
$ 3.45
$
6" Limerock Base
25,761
SY
$ 3.62
$ 93,319.29
8" Limerock Base
5,59
SY
$ 4.83
$ 27,020.95
Sodding (Bahia)
2,373
SY
$ 1.15
$ 2,729.21
24" Valley Gutter
21,359
LF
$ 5.18
$ 110,533.03
Curb & gutter (Type "E -2 ")
608
LF
$ 8.05
$ 4,894.40
Curb & gutter (Modified Type " F")
754
LF
$ 7.48
$ 5,636.15
4' Concrete Sidewalk
8,679
SY
$ 18.40
$ 159,697.46
17' Solid stripe thermoplastic
315
LF
$ 1.96
$ 615.83
24" Solid stripe thermoplastic
70
LF
$ 4.03
$ 281.75
Blue Reflective pavement marker
381
EA
$ 5.75
$ 218.50
Stop Sign
81
EA
$ 140.30
$ 1,122.40
Street Sign
81_
EA
$ 92.00
$ 736.00
TOTAL
PAVING —
$ 621311
1011 /2004 - # 1416490
N0506- P3B- 000 -EDES
SUB- —
15% CONTINGENCY - $ 93,196.63
TOTAL PAVING = $ 714,607.46
Packet Page -422-
Al
STREET LIGHTING
PHASE 36
6/25/2013 16.A.7.
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
25 concrete pole and fixture
10,260
LF
1 $ 8.631$
88,543.80
10/1 /2004 - # 1416490
N0506 -P3B- 000 -EDES
Packet Page -423-
SUB -TOTAL LIGHTING = $ 88,544
15% CONTINGENCY= $ 13,281.57
TOTAL LIGHTING = $ 101,825.37
0
LANDSCAPING
10 6/25/2013 16.A.7.
PHASt ses
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
1
LS
$ 85,000.00 11,$
85,000.00
Code minimum landscaping
—
$ 85 000
10/1/2004 - # 1416490
N0506 -P36- 000 -EDES
SUBTOTAL LANDSCAPING —
15% CONTINGENCY = $ 12,750.00
TOTAL LANDSCAPING = $ 97,750.00
Packet Page -424-
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IRRIGATION
PHASE 3B
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRIC
TOTAL PRICE
4" irrigation Main (C -900, CL 150)
12,294
LF
$ 11.50
$ 141,383.53
4" Irrigation Main (C -900, CL 200)
190
LF
$ 17.25
$ 3,277.50
8" Irrigation Main (C -900, CL 150)
3,643
LF
$ 19.79
$ 72,104.39
8" x 4" TEE
12
EA
$ 46.00
$ 552.00
8" Gate Valve w/ Box
_21
EA
$ 977.50
$ 1,955.00
4" Gate Valve w/ Box
121
EA
$ 805.00
$ 9,660.00
Controller w/ Rain Sensor
11
EA
$ 3,450.00
$ 3,450.00
Electric Solonoid Valve
1
EA
$ 230.00
$ 230.00
10/1/2004 - # 1416490
N0506- P3B- 000 -EDES
SUE - l V I AL IMU T14 "VOW — P aaFo i s
16% CONTINGENCY= $ 34,891.86
TOTAL IRRIGATION = $ 267,604.29
Packet Page -425-
6/25/2013 16.A.7.
RESOLUTION NO. 2013-
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA
AUTHORIZING FINAL ACCEPTANCE OF CERTAIN
ROADWAY AND DRAINAGE IMPROVEMENTS IN
VERONAWALK PHASE 3B, ACCORDING TO THE PLAT
THEREOF RECORDED IN PLAT BOOK 45, PAGES 5
THROUGH 11; RELEASE OF THE MAINTENANCE SECURITY;
AND ACCEPTANCE OF THE PLAT DEDICATIONS
WHEREAS, the Board of County Commissioners of Collier County, Florida, on July 20,
2005 approved the plat of Veronawalk Phase 3B for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and drainage
improvements in accordance with the approved plans and specifications as required by the Land
Development Code (Collier County Ordinance No. 04-41, as amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and drainage
improvements and release of his maintenance security; and
WHEREAS, the Engineering Services Section of the Growth Management Division has
inspected the roadway and drainage improvements, and is recommending acceptance of said
facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements in Veronawalk Phase 3B, pursuant to the
plat thereof recorded in Plat Book 45, pages 5 through 11, and the Clerk is hereby authorized to
release the maintenance security and accept the plat dedications.
BE IT FURTHER RESOLVED AND ORDERED that the County accept the plat
dedications; and the Veronawalk Homeowner's Association will maintain the roadway and
drainage improvements within this project, with Collier County having no responsibility for
maintenance of the roadway or drainage improvements.
This Resolution adopted after motion, second and majority vote favoring same, this
day of , 2013.
ATTEST: BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA
By: /`
Deputy Clerk GEORGIA A. HILLER, ESQ.
1 of 2
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Approved as to form and legality:
Emily R Pepin
Assistant County Attorney
CP \13- EIS - 02463 \3
2of2
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6/25/2013 16.A.7.