Agenda 01/12/2016 Item #16A 5 1/12/2016 16.A.5.
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 Winding Cypress Phase 2, (Application Number PL20140002533)
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 Winding Cypress Phase 2, a subdivision of lands located in Sections 26 and 35, Township 50
South, Range 26 East, and Section 2, Township 51 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 Development Review Division of the Growth Management Department
has completed the review of the construction drawings, specifications, and final plat of Winding
Cypress Phase 2. These documents are in compliance with the County Land Development Code and
Chapter 177, Florida Statutes. This project is within the Winding Cypress PUD, Ordinance 2014-09.
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 Development Review Division recommends that the final plat of Winding Cypress Phase 2 be
approved for recording.
FISCAL IMPACT: The project cost is $8,583389.31 (estimated)to be borne by the developer. The
cost breakdown is as follows:
a) Water& Sewer $2,358,792.00
b) Drainage, Paving. Grading $6.224.597.31
The Security amount, equal to 110% of the
project cost, is 59,441.728.24
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: $262,750.68
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The Fees are based on a construction estimate of$8,583,389.31 and were paid in July, 2015.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 +$5./ac) $ 5,249.00
b) Construction Drawing Review Fee
Water& Sewer (.75% const. est.) $ 17,690.94
c) Drainage, Paving, Grading
(.75%const. est.) $ 46,684.48
d) Construction Inspection Fee
Water& Sewer (2.25% const. est.) $ 53,072.82
e) Drainage, Paving, Grading
(2.25%const. est.) $140,053.44
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate
Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat
recordation, except when the applicant elects to delay obtaining a COA for non-residential
developments that are required to obtain approval of a site development plan prior to the issuance of
a building permit.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. - SAS
RECOMMENDATION: To endorse staffs recommendation to approve the final plat of Winding
Cypress Phase 2 (Application Number PL20140002533) for recording with the following
stipulations:
1. Approve the amount of$9,441,728.24 as performance security for the required improvements;
or such lesser amount based on work completed. and as is approved by the Growth
Management 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 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, Development Review Division, Growth
Management Department
Attachments:
1) Location Map
2) Plat Map
3) Opinion of Probable Cost
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1/12/2016 16.A.5.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.5.
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 Winding Cypress Phase 2,
(Application Number PL20140002533) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 1/12/2016
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer. Senior, Development Review
12/14/2015 6:48:20 AM
Approved By
Name: PuigJudy
Title: Operations Analyst,Operations & Regulatory Management
Date: 12/14/2015 2:31:47 PM
Name: PuigJudy
Title: Operations Analyst, Operations & Regulatory Management
Date: 12/14/2015 2:33:04 PM
Name: McLeanMatthew
Title: Project Manager, Principal, Development Review
Date: 12/14/2015 5:41:15 PM
Name: FrenchJames
Title: Deputy Department Head -GMD, Growth Management Department
Date: 12/14/2015 7:38:21 PM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 12/15/2015 8:40:04 AM
Name: MarcellaJeanne
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1/12/2016 16.A.5.
Title: Executive Secretary, Transportation Administration
Date: 12/15/2015 4:26:10 PM
Name: IsacksonMark
Title: Division Director-Corp Fin &Mgmt Svc, Office of Management&Budget
Date: 12/16/2015 9:46:09 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 12/16/2015 2:32:39 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 12/27/2015 11:10:19 AM
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6 APPENDICES
6.1 SITE LOCATION MAP
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5.0 ENGINEER'S OPINION OF PROBABLE COST
Winding Cypress Phase 2 Opinion of Probable Cost
6/30/2015
SUMMARY TOTAL COST
A. Paving $ 1,668,380.11
B. Earthwork $ 3,159,258.00
C. Street Lighting $ 327,800.00
D. Drainage $ 932,820.85
E. Potable Water $ 939,050.25
F. Wastewater $ 1,419,742.10
G. General Landscaping $ 75,000.00
Ii-i. Miscellaneous $ 61,338.00
TOTAL $ 8,583,389.31
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A.Paving
DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
3l4"Asphalt Concrete(type S-!!!)2nd P. SY 40,762 $ 3.78 $ 154,078.85
3/4 Asphalt Concrete(type S-III)1st lift SY 40,762 $ 4.22 $ 172,013.95
8"Lirrerock Base(cbrspact&prime) SY 42,580 $ 9.40 $ 400,253.60
12"Stabiized Subgrade SY 61,031 $ 2.25 $ 137,319.47
1'Sod-back of curb SY 7,167 $ 1.10 $ 7,883.70
Curb(7 Apron) LF 261 $ 12.27 $ 3,202 47
Curb(Type F) LF 2,726 $ 9.46 $ 25,787.01
Valley Cutter LF 26,833 $ 8.25 $ 221,372.25
Curb(Type A)
LF 446 $ 6.93 $ 3,091.82
4"Concref,Sidewalk SY 13,069 $ 28.61 $ 373,917.99
ADA CorrptantRarrps EA 35 $ 385.00 $ 13,475.00
LS 1 $ 15,000.00 5 15,000.00
Str page LS 1 $ 15,000.00 $ 15,000.00
Striping LF 7.874 $ 16.00 $ 125,984.00
6'Chain Link Fence TOTAL $ 1,668,380.11
B.Earthwork
DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
Clearing
AC 153 $ 3,200.00 $ 489,600.00
Excavation and Fill Placerr nt BCY 815,150 $ 2.10 $ 1,711,815.00
Silt Fence LF 31.068 $ 1.00 $ 31,068.00
Blasting
Lake 10-1 AC I 9.65 $ 22,500.00 $ 217,125.00
Lake 10-2 AC 4.81 $ 22,500.00 $ 108,225.00
Lake 10-3 AC 0.71 $ 22,500.00 $ 15,975.00
Lake 10-47 AC 1.77 $ 22,500.00 $ 39,825.00
Lake 10-5 AC 0.56 $ 22,500.00 $ 12,600.00 1
Lake 10-6 AC 1.99 $ 22,500.00 $ 44,775.00
Lake 11-1 AC I 2.09 $ 22,500.00 1 $ 47,025.00
Lake 11-2 AC 1.34 $ 22,500.00 $ 30,150.00
Lake 11-3 AC 3.00 $ 22,500.00 $ 67,500.00
Lake 11-4 AC 3.69 $ 22,500.00 $ 83,025.00
Lake 11-5 AC 5.79 $ 22,500.00 $ 130,275.00
- Lake 11-6 AC 5.79 $ 22,500.00 $ 130,275.00
TOTAL I $ 3,159,258.00
C.Street Lighting UNIT I OW UNIT PRICE TOTAL PRICE
DESCRIPTION EA 149 I $ 2,200.00 $ 327,800.00
SlreetLghts 1 TOTAL 15 327,800.00
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D.Drainage -
DESCRIPTION UNIT CITY " UNIT PRICE TOTAL PRICE
15"Mitred End Section EA 1 $ 920.00 $ 920.00
18"Mitered End Section EA 15 $ 1,000.00 $ 15,000.00
24"Mitered End Section EA 9 $ 1,225.00 $ 11,025.00
30"Mitered End Section EA 1 $ 1,450.00 $ 1,450.00
36"Mitered End Section EA 16 $ 1,580.00 $ 25,280.00
48'Mitred End Section EA 6 $ 2,180.00 $ 13,080.00
76"x 48"ERCP EA 1 $ 72,800.00 $ 72,800.00
6"ADS
LF 83 $ 8.50 $ 705.50
LF 163 $ 11.50 $ 1,874.50
8"ADS
12"ADS LF 1,264 $ 14.00 $ 17,696.00
15"RCP LF 1,694 $ 22.61 $ 38,301.34
18"RCP LF 3,084 $ 28.25 $ 87,123.00
LF 1,593 $ 38.39 $ 61.155.27
30"RCP
24"RCP LF 182 $ 49.12 $ 8,939.84
36"RCP LF 3,048 $ 65.97 $ 201,076.56
LF 1,212 $ 98.48 5 119,357.76
48"RCP
Junction Box EA 21 $ 2,420.00 $ 50,820.00
Ditch Bottom inlet EA 6 $ 2,050.00 $ 12,300.00
Yard Drain EA 19 $ 650.32 $ 12,356.08
Valley Guttr inlet EA 44 $ 3,180.00 $ 139,920.00
Curb inlet(Throat Inlet) EA 8 $ 3,265.00 $ 26,120.00
Spreader Swale(30 FT x 15FT) EA 2 $ 3,500.00 $ 7,000.00
Control Structure EA 2 $ 2,760.00 $ 5.520.00
Tide Flex Valve EA 1 $ 3,000.00 $ 3.000.00
TOTAL $ 932,820.85
E.Potable Watr
r DESCRIPTION 1 UNIT QTY UNIT PRICE TOTAL PRICE
W M C 150(DR18' LF 8,961 $ 23.60 $ 211,479.60
8"PVC WvdL:i Iviau�\.L 150�ui��"! 12,611.52
8"PVC Water Iviain CL 200(DR14) LF 453 $ 27.84 $
10"PVC Water Main CL 150 DR18 LF 2.355 $ 27.67 _$ 65,162.85
10"PVC Water Main CL 200(DR14) LF 34 $ 31.00 $ 1,054.00
12"PVC Water Main CL 150(DR 18) LF 1 3.934 1 $ 31.43 $ 123,645.62
112"PVC Water Main CL 200(DR14) LF 235 $ 35.42 $ 8,323.70
8"Gat Valve&Valve Box EA 25 $ 1,423.90 1 $ 35,597.50
10"Gat Valve&Valve Box EA 5 $ 2,098.90 $ 10,494.50
12"Gat Valve&Valve Box EA 9 $ 2,450.00 $ 22.050.00
Fire HydrantAssembly Complete EA 44 $ 4,041.09 $ 177,807,96
1"PVC Single Service wl Meter EA 59 $ 780.00 $ 46,020.00
1 112"Double Water Service,Complete EA 168 $ 1.020.00 $ 171,360.00
Connectto Existing wittl Gap Conig.(Tapping Sleeve and Valve) EA 1 $ 6,000.00 $ 6,000.00 EA 4 $ 7,060.00 $ 26,000.00
Perm Flushing Device EA 7 $ 1,710.00 $ 11,970.00
Air Release Valve EA 13 $ 141.00 $ 1,833.00
Te +or Sa » Point EA $ 1,350.00 $ 5,400.00
Permanent Sample e Point TOTAL $ 939,050.25
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F.Wastewater
DESCRIPTION I UNIT QTY UNIIPRICE:1 TOTAL PRICE
2"PVC Force Main SCH80 LF 170 $ 7.00 $ 1,190.00
4"PVC Force Main CL 150(DRIB) LF 2;561 $ 14.00 $ 35,854.00
4"PVC Force Main CL 200(DR14) LF 146 $ 18.42 $ 2,689.32
__•.-:-CL.150(DRIB) LF 2,387 $ 18.74 $ 44,732.38
6"PVC Force ividitt l.L �vu(DRIB)
6"PVC Force Main CL 200(DR14)
LF 134 $ 23.19 $ 3,107.46
8"PVC Force Main CL150(DR18) LF 1721 $ 23.48 $ 40,409.08
8"PVC Force Main CL 200(DR14) LF 41 $ 27.96 $ 1,146.36 i
3"Plug Valve EA 1 $ 740.00 $ 740.00
4"Plug Valve&Box EA 3 $ 860.00 $ 2,580,00
6"Plug Valve&Box EA 4 $ 1,537.60 $ 6,150.40
8"Plug Valve&Box EA 1 $ 2,215.20 $ 2,215.20_
Manhole 0'-6'cut EA 15 $ 4,870.00 $ 73,050.00
Manhole 6'-8'cut EA 16 $ 5,380.00 $ 86,080.00
Manhole 8'-10'cut EA 12 $ 6,150.00 $ 73,800.00
Manhole 10'-12'cut EA 5 $ 6,940.00 $ 34,700.00
Manhole 12'-14'cut EA 5 $ 8,250.00 $ 41,250.00
Manhole 14'-16'cut EA 2 $ 9,550.00 $ 19,100.00
8'PVC(SDR 26)0'-6'cut LF 4.160 $ 16.98 $ 70,636.80
8"PVC (SDR 26)6'-8'cut LF 4,289 $ 21.23 $ 91,055.47
8"PVC(SDR 26)8'-10'cut LF 2,291 $ 27.73 $ 63,529.43
8"PVC(SDR 26) 10'-12'cut LF 1,808 $ 34.98 $ 63,243.84
8"PVC(SDR 26) 12'-14'cut LF t 447 $ 41.98 $ 18,765.06 `
i0"PVC(SDR26) 12'-14'Cut LF 38 $ 64.35 1 $ 2,445.30
Lit Station 2N LS 1 $ 150,000.00 I $ 150,000.00
Lift Station 2S LS 1 $ 150,000.001 $ 150,000.00
Lit S St on 20 I LS 1 $ 40,000.00 , $ 40,000.00
Cleanout(in line)
EA I 4 I $ 150.00 $ 600.00
6"Single PVC Sewer Service w!Cleanout EA 76 $ 770.00 $ 58,520.00
6"Double PVC Sewer Service w(Cleanout EA 158 $ 870.00 $ 137,460.00
EA 1 $ 2,720.00 $ 2,720.00
Tie Existing LF 13.033 $ 4.00 $ 52,132.00
Television Inspection l
Air Release Valve _ EA 8 $ 6,230.00 $ 49,840.00
TOTAL $ 1,419,742.10
G.Landscaping
DESCRIPTION UNIT QTY UNIT PRICE `TOTAL DESCRIPTION PRICE I
General Landscaping LS I 1 $ 75,000.00 $ 75,000.00
I TOTAL $ 75,000.00
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H.Miscellaneous
DESCRIPTION UNIT QTY . ,'UNIT PRICE TOTAL PRICE
Preserve Boundary Signs(1 SF Sign Area) EA 53 $ 60.00 $ 3,180.00
Liilbral Signs(1 SF Sign Area) EA 37 $ 150.00 $ 5,550.00
Aluminum Handrail(FDOT index 862)wt Corlaeie Sidewalk Case 1 LF 91 $ 65.00 $ 5,915.00
Connection
Bahia Sod SY 31,301 $ 1.10 $ 34,431.10
Naive Ground Cover(Adiacentb Preserve) SY 17,517 $ 0.70 $ 12,261.90
TOTAL $ 61,338.00
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