Agenda 01/12/2016 Item #16A 6 1/12/2016 16.A.6.
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 Fiddler's Creek Marsh Cove — Phase 2, (Application Number
PL20150001903) 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 Fiddler's Creek Marsh Cove —Phase 2, a subdivision of lands located in Sections 13 & 24,
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 Fiddler's
Creek Marsh Cove — Phase 2. These documents are in compliance with the County Land
Development Code and Chapter 177, Florida Statutes. This project is within the Marco
Shores/Fiddler's Creek PUD, Ord. 2000-84. 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 Fiddler's Creek Marsh Cove—
Phase 2 be approved for recording.
FISCAL IMPACT: The project cost is $2,446,625.00 (estimated)to be borne by the developer.
The cost breakdown is as follows:
a) Water& Sewer $1,066,514.00
b) Drainage, Paving. Grading $1,380,111.00
The Security amount, equal to 110% of the
project cost, is $2.691.287.50
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: $74,718.75
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1/12/2016 16.A.6.
The Fees are based on a construction estimate of$2,446,625.00 and a portion of the fees were paid in
2006, under the Fiddler's Creek Phase Six, Unit One plat, and the remaining fees were paid in 2015.
The breakdown is as follows:
a) Plat Review Fee($1,000.00 + $5./ac) $ 1,320.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $ 7,998.86
c) Drainage, Paving, Grading
(.75%const. est.) $10,350.83
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $23,996.57
e) Drainage,Paving, Grading
(2.25%const. est.) $31,052.50
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 Fiddler's
Creek Marsh Cove — Phase 2 (Application Number PL20150001903) for recording with the
following stipulations:
1. Approve the amount of$2,691,287.50 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.6.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.6.
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 Fiddler's Creek Marsh Cove - Phase
2, (Application Number PL20150001903) 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
12/4/2015 10:33:34 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, Operations &Regulatory Management
Date: 12/7/2015 8:49:47 AM
Name: PuigJudy
Title: Operations Analyst, Operations &Regulatory Management
Date: 12/7/2015 8:50:33 AM
Name: FrenchJames
Title: Deputy Department Head -GMD, Growth Management Department
Date: 12/14/2015 2:02:57 PM
Name: McLeanMatthew
Title: Project Manager, Principal, Development Review
Date: 12/14/2015 5:39:45 PM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 12/15/2015 9:05:50 AM
Name: MarcellaJeanne
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1/12/2016 16.A.6.
Title: Executive Secretary, Transportation Administration
Date: 12/15/2015 4:34:26 PM
Name: IsacksonMark
Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget
Date: 12/16/2015 9:50:39 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 12/16/2015 2:37:35 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 12/27/2015 11:12:08 AM
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1/12/2016 16.A.6.
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• ENGINEER'S OPINION OF PROBABLE COST * : NO <(--•Fiddler's Creek-Marsh Cove, Phase 2 Plat Bond Requirements" T� ; 4'''347
• (Marsh Dr&Arboretum) _x ; ? rw
HM File No.2015033 ::0 �STA T it,* V
August 19,2015 K� ,. ...671.(
.UTILITIES J Units J Quentity] Unit Cost] 'iiI r r i.� 4
Sanitary
10'FM DRIB LF 1345 $32.00 $43,040.00
10"FM DR14 LF 20 $36.50 $730.00
8"FM DRIB LF 930 $24.50 $22,785.00
8"FM DR14 LF 320 $26.50 $8,480.00
6"FM DRIB LF 190 $18.60 $3,534.00
6"FM DR14 LF 310 $21.00 $6,510.00
4"FM DR18 LF 905 $14.50 $13,122.50
4"FM DR14 LF 190 $15.20 $2,888.00
10"Plug Valve EA 1 $2,620.00 $2,620.00
8"Plug Valve EA 1 $1,960.00 $1,960.00
6"Plug Valve EA 3 $1,725.00 $5,175.00
4"Plug Valve EA 3 $1,460.00 $4,380.00
Air release valve(sewage) EA 12 $3,580.00 $42,960.00
Existing Utility Crossing-Forcemain EA 4 $965.00 $3,860.00
Connect to Existing Force Main EA 1 $1,000.00 $1,000.00
Pump Station#16(8'diameter,20HP,230V-3ph) EA 1 $200,000.00 $200,000.00
Pump Station#17(8'diameter, 15HP,230V-3ph) EA 1 $185,000.00 $185,000.00
8"PVC Gravity Sewer 10'-12'cut LF 75 $60.00 $4,500.00
8"PVC Gravity Sewer 12'-14'cut LF 246 $78.00 $19,188.00
8"PVC Gravity Sewer 14'-20'cut LF 436 $98.00 $42,728.00
Manhole 10'-12' EA 1 $7,990.00 $7,990.00
Manhole 12'-14' EA 2 $8,960.00 $17,920.00
Manhole 14'-16' EA 2 $10,850.00 $21,700.00
Manhole 16'-20' EA 3 $12,550.00 $37,650.00
Existing Utility Crossing-Sanitary Sewer EA 1 $1,300.00 $1,300.00
Video Gravity Sewer LF 757 $2.00 $1,514.00
Video Gravity Sewer(1 year after acceptance) LF 757 $2.00 $1,514.00
Subtotal Sanitary System $704,048.60
Water Distribution
16"PVC Water Main DR25 LF 2370 $60.30 $142,911.00
16"PVC Water Main DR18 LF 455 $68.60 $31,213.00
12"PVC Water Main DRIB LF 960 $42.40 $40,704.00
12"PVC Water Main DR14 LF 225 $46.60 $10,485.00
10"PVC Water Main DRIB LF 110 $32.00 $3,520.00
10"PVC Water Main DR14 LF 180 536.50 $6,570.00
8"PVC Water Main DR14 LF 85 $26.50 $2,252.50
[Fire Hydrant Assembly EA 14 $3,360.00 $47,040.00
Air Release Valve EA 2 $1,990.00 $3,980.00
16"GN&V/Box EA 5 $5,140.00 $25,700.00
12"GN&V/Box EA 2 $2,390.00 $4,780.00
10"GN&V/Box EA 4 $1,985.00 $7,940.00
H:',2015\201503YSS'FP SUBMITTAL1EOPC-MARSH COVE PH 2 PLAT BOND REQUIREMENTS 150818.4s 1
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•
8"GN&V/Box EA 1 $1,390.00 $1,390.00
2"GN&Box EA 1 $640.00 $640.00
Temporary Sample Point EA 5 $495.00 $2,475.00
Permanent Sample Point EA 2 $1,450.00 $2,900.00
1"Single Water Service EA 2 $590.00 $1,180.00
2"Single Water Service EA 1 $1,785.00 $1,785.00
8"Fire Detector Check Assy EA 1 $25,000.00 $25,000.00
connnect to ex.WM LS 1 $5,000.00 $5,000.00
Testing,chlorination,prelim turnover LS 1 $15,000.00 $15,000.00
Subtotal Water Distribution System $362,465.50
ROAD DRAINAGE Units Quantity Unit Cost Total
15"RCP LF 1060 $36.00 $38,160.00
18"RCP LF 520 $45.00 $23,400.00
24"RCP LF 38 $58.00 $2,204.00
15"Flared End Section EA 4 $1,400.00 $5,600.00
18"Flared End Section EA 2 $1,450.00 $2,900.00
Bubble up structure in Littoral Zone EA 2 $3,250.00 $6,500.00
Junction Box EA 3 $3,650.00 $10,950.00
Valley Gutter Inlet EA 14 $2,985.00 $41,790.00
Subtotal Road Drainage $131,804.00
PAVING AND GRADING Units Quaantltk Unit Cos( Total
silt fence LF 13,380 $2.00 $26,760.00
12"Stabilized Subgrade SY 19,100 $2.00 $38,200.00
8"Limerock Base SY 13,630 $17.00 $231,710.00
Type"E"Curb LF 7,040 $14.00 $98,560.00
2'Valley Gutter LF 1,255 $8.00 $10,040.00
3'Valley Gutter LF 80 $12.00 $960.00
F-Curb LF 638 $12.00 $7,656.00
3/4"Asphalt Paving-Type S-Ill.(1st lift) SY 13,630 $4.00 1 $54,520.00
3/4"Asphalt Paving-Type 5-Ill-(2nd lift) SY 13,630 $4.50 1 $61,335.00
6'Sidewalk(4"concrete) LF 7,600 I $20.00 $152,000.00
Seed and Mulch AC 4.0 I $1,500.00 $6,000.00
Sod-1'Strip LF 15,000 $0.45 $5,750.00
Subtotal Paving and Grading $694,491.00
H:1201512015033\SSSFP SUBMITrAL\EOPC-MARSH COVE PH 2 PLAT BOND REQUIREMENTS 150819.xts 2
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•
SIGNAGE MARKING AND LIGHTING Units Quantity Unit Cost Total
Handicap mats EA 14 $500.00 $7,000.00
Stop Signs EA 8 $1,250.00 $10,000.00
9 Button Reflector Signs EA 4 $200.00 $800.00
Speed/Traffic Signs EA 6 $1.250.00 $7,500.00
Street Signs(name) EA 5 $1,250.00 $6,250.00
24"Stop Bar,White(thermoplastic) LF 120 $20.00 $2,400.00
12"Crosswalk,White(thermoplastic) LF 651 $5.00 $3,255.00
6"Solid White Striping LF 804 $5.00 $4,020.00
Directional Arrows/Markers EA 8 $300.00 $2,400.00
Fire Hydrant Markers - EA 14 $15.00 $210.00
Street Lighting EA 40 $5,000.00 $200,000.00
Street Light Service _ EA 2 _ $1,750.00 $3,500.00
Subtotal Signage/Street Lighting $247,336.00
STREET LANDSCAPING Units Quantity Unit Cost I Total
Required Trees ' EA 190 $350.00 $66,500.00
Required Shrubs EA 3500 $12.00 I $42,000.00
Mulch CY 6000 $20.00 I $120,000.00
Subtotal Street Landscaping(code minimum) $228,500.00
Irrigation Units Quantity Unit Cost Total
10"PVC Irrigation DR18 LF 30 $32.00 $960.00
10"PVC Irrigation DR14 LF 35 $36.50 $1,277.50
6"PVC Irrigation DR14 LF 110 $19.60 $2,156.00
4"PVC Irrigation DR14 LF 435 $15.10 $6,568.50
6"GN&V/Box EA 2 $1,195.00 $2,390.00
4"GN&V/Box EA 8 $1,100.00 $8,800.00
4"PVC Conduits LF 168 $8.00 $1,344.00
Air Release Valve EA I 1 $3,520.00 I $3,520.00
16"x4"Hot Tap Connection To Existing Irr.Main EA 3 $5,500.00 $16,500.00
12"x4"Hot Tap Connection To Existing Irr.Main EA 5 $4,830.00 $24,150.00
Existing Utility Crossing-Deflect Irrigation Main EA 11 $965.00 $10,615.00
Subtotal Irrigation $78,281.00
Natal Construction Costs $2,446,625.001
1110`/0 of Total Construction Costs $2,691,287.501
H:1201 5 42 01 50 33\SS\FP SUBMITTAt1EOPC-MARSH COVE PH 2 PLAT BOND REQUIREMENTS 150819.xts 3
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