Agenda 05/10/2016 Item #16A125/10/2016 16.A.12.
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 Cay of Naples at Hacienda Lakes, (Application Number PL20150002352)
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 Cay of Naples at Hacienda Lakes, a subdivision of lands located in Sections 14, 23
& 24, 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 Development Review Division has completed the review of the
construction drawings, specifications, and final plat of Cay of Naples at Hacienda Lakes. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Hacienda Lakes MPUD, Ord. 11-41. 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.
Staff recommends that the final plat of Cay of Naples at Hacienda Lakes be approved for
recording.
FISCAL IMPACT: The project cost is $3,528,032 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,502,314.57
b) Drainage, Paving, Grading $2,025,717.43
The Security amount, equal to 110% of the
project cost, is $3,880,835.20
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: $107,505.96
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5/10/2016 16.A.12.
The Fees are based on a construction estimate of $3,528,032 and were paid in December, 2015.
The breakdown is as follows:
a)
Plat Review Fee ($1,000.00 + $5./ac)
$ 1,665.00
b)
Construction Drawing Review Fee
Water & Sewer (.75% const. est.)
$11,267.36
C)
Drainage, Paving, Grading
(.75% const. est.)
$15,192.88
d)
Construction Inspection Fee
Water & Sewer (2.25% const. est.)
$33,802.08
e)
Drainage, Paving, Grading
(2.25% const. est.)
$45,578.64
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 approve the final plat of Cay of Naples at Hacienda Lakes
(Application Number PL20150002352) for recording with the following stipulations:
1. To approve the amount of $3,880,835.20 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. To 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 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
Packet Page -496-
5/10/2016 16.A.12.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.12.
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 Cay of Naples at Hacienda Lakes,
(Application Number PL20150002352) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 5/10/2016
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior, Development Review
4/12/2016 5:54:26 AM
Approved By
Name: McLeanMatthew
Title: Project Manager, Principal, Development Review
Date: 4/12/2016 1:46:07 PM
Name: PuigJudy
Title: Operations Analyst, Operations & Regulatory Management
Date: 4/19/2016 2:17:02 PM
Name: PuigJudy
Title: Operations Analyst, Operations & Regulatory Management
Date: 4/19/2016 2:38:29 PM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Administration
Date: 4/20/2016 8:57:39 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 4/20/2016 4:31:26 PM
Name: KlatzkowJeff
Packet Page -497-
Title: County Attorney,
Date: 4/20/2016 5:02:02 PM
5/10/2016 16.A.12.
Name: IsacksonMark
Title: Division Director - Corp Fin & Mgmt Svc, Office of Management & Budget
Date: 4/22/2016 2:52:32 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 4/29/2016 4:15:51 PM
Packet Page -498-
5/10/2016 16.A.12.
VICIMTY AP
NOT TO SCALE
Packet Page -499-
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THIS INSTRUMENT PRWARED BT:
JOHN SCOTT RHODES, P.6 M. /STY.
RHODES & RHODE.
l f `LAND SURVEYING, l
26100 BONITA GRANDE DRIVE. SURE E�
"NITA SPRINGS, FLORIDA 3413 1V
(239) A05-8166 FAX NO. (2391 M:
Cay of Naples at Hacienda Lakes
I PLAT BOOK PAGE
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A REPLAT OF A POR77ON OF 7RACT FD -1, HACIENDA LAKES OF NAPLES, RECORDED IN
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A REPLAT OF A POR77ON OF TRACT FD -1, HACIENDA LAKES OF NAPLES, RECORDED IN
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A REPLAT OF A POR77ON OF TRACT FD -1, HACIENDA LAKES OF NAPLES, RECORDED IN
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28100 BONITA GIU UIE DRIVE - SUITE /101
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SCOTT RHODES P.S.M. /5739
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28100 BONITA GRANDE DRIVE - SUITE /101
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(239) AT-5166
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FLORIDA BUSINESS LICENSE N0, LB 6897
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Cay of Naples at Hacienda Lakes
(FKA Hacienda Lakes Tract B)
Rev 02
Notes:
1) This Opinion of Probable Cost (OPC) shall be used for permitting purposes only.
2) This OPC is based on the engineer's understanding of the current rules, regulations, ordinances, and construction
costs in effect on the date of this document. Interpretations of these construction costs may affect this OPC, and
may require adjustments to delete, decrease, or increase portions of this OPC.
3) All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs.
These costs cannot be guaranteed at this time due to unpredictab`riwntrollable increases in the cost of
concrete, petroleum, or the availability of materials and tab0"
No.
riney H. Aryft
COA
Packet Page -509-
March 18, 2016
Wastewater
$1,065,834.57
Water
$436,480.00
Sub -Total $1,S02,314.S7
Earthwork
$175,362.13
Paving
$930,361.63
Drainage
$683,947.67
Landscape
$121,046.00
Lighting
$115,000.00
Sub -Total $2,02S,717.43
Total $3,528,032.00
Notes:
1) This Opinion of Probable Cost (OPC) shall be used for permitting purposes only.
2) This OPC is based on the engineer's understanding of the current rules, regulations, ordinances, and construction
costs in effect on the date of this document. Interpretations of these construction costs may affect this OPC, and
may require adjustments to delete, decrease, or increase portions of this OPC.
3) All costs provided in this OPC are based on recent contract prices, or the engineer's latest known unit costs.
These costs cannot be guaranteed at this time due to unpredictab`riwntrollable increases in the cost of
concrete, petroleum, or the availability of materials and tab0"
No.
riney H. Aryft
COA
Packet Page -509-
5/10/2016 16.A.12.
WW -1
Pump Station (Complete)
EstimatedUnit
EA
WW -2
Connect to Existing Force Main
Item #
Description
WW -3
6" PVC Force Main (DR -14)
Unit Price
Amount
WW -4
6" PVC Force Main (DR -18)
Quantity
LF
WW -5
6" Plug Valve
WW -1
Pump Station (Complete)
1
EA
WW -2
Connect to Existing Force Main
1
EA
WW -3
6" PVC Force Main (DR -14)
101
LF
WW -4
6" PVC Force Main (DR -18)
2,628
LF
WW -5
6" Plug Valve
2
EA
WW -6
Television Inspection
6,748
LF
WW -7
6" Single PVC Sewer Service
21
EA
WW -8
6" Double PVC Sewer Service
42
EA
WW -9
Multi -Family 6" Sewer Service
23
EA
WW -10
Air Release Valve
1
EA
WW -11
8" PVC Sanitary Sewer SDR -26 (0-6')
500
LF
WW -12
8" PVC Sanitary Sewer SDR -26 (6-8')
811
LF
WW -13
8" PVC Sanitary Sewer SDR -26 (8-10')
1,864
LF
WW -14
8" PVC Sanitary Sewer SDR -26 (10-12')
1,195
LF
WW -15
8" PVC Sanitary Sewer SDR -26 (12-14')
941
LF
WW -16
8" PVC Sanitary Sewer SDR -26 (14-16')
994
LF
WW -17
8" PVC Sanitary Sewer SDR -26 (16-18')
443
LF
WW -18
Manhole 4' Diameter with IET Coating (0-6')
3
EA
WW -19
Manhole 4' Diameter with IET Coating (6-8')
6
EA
WW -20
Manhole 4' Diameter with IET Coating (8-10')
7
EA
WW -21
Manhole 4' DROP Diameter with IET Coating (8-10')
1
EA
WW -22
Manhole 4' Diameter with IET Coating (10-12')
5
EA
WW -23
Manhole 4' Diameter with IET Coating (12-14')
1
EA
WW -24
Manhole 4' Diameter with IET Coating (14-16')
4
EA
WW -25
Manhole 4' Diameter with IET Coating (16-18')
5
EA
WW -26
Manhole 4' DROP Diameter with IET Coating (16-18')
1
EA
Packet Page -510-
$184,288.57
$184,288.57
$5,000.00
$5,000.00
$21.00
$2,121.00
$18.00
$47,304.00
$1,500.00
$3,000.00
$3.50
$23,618.00
$900.00
$18,900.00
$1,200.00
$50,400.00
$900.00
$20,700.00
$4,500.00
$4,500.00
$25.00
$12,500.00
$32.00
$25,952.00
$44.00
$82,016.00
$60.00 $71,700.00
$75.00 $70,575.00
$85.00
$84,490.00
$90.00
$39,870.00
$5,200.00
$15,600.00
$6,800.00
$40,800.00
$7,500.00
$52,500.00
$9,000.00
$9,000.00
$9,500.00
$47,500.00
$11,500.00
$11,500.00
$12,500.00
$50,000.00
$15,000.00
$75,000.00
$17,000.00
$17,000.00
SUBTOTAL= $1,065,834.57
�1
5/10/2016 16.A.12.
POTABLE WATER
PW -1
6" PVC Water Main (C900, DR -14)
EstimatedUnit
LF
�.i&00
�,4, 88.uu
Item #
Description
2,493
LF
Unit Price
Amount
PW -3
8" PVC Water Main (C900, DR14)
Quantity
LF
$22.00
$2,288.00
PW -1
6" PVC Water Main (C900, DR -14)
266
LF
�.i&00
�,4, 88.uu
PW -2
8" PVC Water Main (C900, DR18)
2,493
LF
$20.00
$49,860.00
PW -3
8" PVC Water Main (C900, DR14)
104
LF
$22.00
$2,288.00
PW -4
10" PVC Water Main (C900, DR18)
3,776
LF
$24.00
$90,624.00
PW -5
10" PVC Water Main (C900, DR14)
1,045
LF
$26.00
$27,170.00
PW -6
8" Gate Valve
11
EA
$1,300.00
$14,300.00
PW -7
10" Gate Valve
15
EA
$1,500.00
$22,500.00
PW -7
10" Gate Valve Relocation
1
EA
$1,000.00
$1,000.00
PW -8
1" Single Water Service, Complete
16
EA
$550.00
$8,800.00
PW -9
1.5" Double Water Service, Complete
45
EA
$600.00
$27,000.00
PW -10
Multi -Family -2" Water Service, Single
23
EA
$1,500.00
$34,500.00
PW -11
Permanent Bacterial Sample Point
3
EA
$1,300.00
$3,900.00
PW -12
Temporary Blow-off/Automatic Flushing Device
1
EA
$3,500.00
$3,500.00
PW -13
Temporary Blow -off
4
EA
$3,500.00
$14,000.00
PW -14
Aire Release Valve
2
EA
$4,500.00
$9,000.00
PW -15
Fire Hydrant, Complete
29
EA
$4,250.00
$123,250.00
SUBTOTAL $436,480.00
Packet Page -511-
5/10/2016 16.A.12.
EW -1 Single Row Silt Fence
EW -2 Double Row Silt Fence
EW -3 Sod (1' Behind Curb)
EW -4 Sod (20' LME)
EW -5 Lake Littoral Plantings
6,342
3,887
8,685
33,212
8,040
Packet Page -512-
LF $1.75
$11,098.29
Estimated
$13,605.55
SY $3.50
$30,397.50
Item #
Description
SF $0.50
Unit
Unit Price
Amount
Quantity
EW -1 Single Row Silt Fence
EW -2 Double Row Silt Fence
EW -3 Sod (1' Behind Curb)
EW -4 Sod (20' LME)
EW -5 Lake Littoral Plantings
6,342
3,887
8,685
33,212
8,040
Packet Page -512-
LF $1.75
$11,098.29
LF $3.50
$13,605.55
SY $3.50
$30,397.50
SY $3.50
$116,240.79
SF $0.50
$4,020.00
y�TOTAL = $175,362.13
r�
5/10/2016 16.A.12.
P-1
3/4" Asphaltic Concrete (Type 5 -III) First Litt
EstimatedUnit
SY
>5.00
3132,454.82
Item #
Description
26,491
SY
Unit Price
Amount
P-3
6" Limerock Base (Compacted and Primed)
Quantity
SY
$10.00
$264,911.62
P-1
3/4" Asphaltic Concrete (Type 5 -III) First Litt
26,491
SY
>5.00
3132,454.82
P-2
3/4" Asphaltic Concrete (Type S -III) Second Lift
26,491
SY
$6.00
$158,945.79
P-3
6" Limerock Base (Compacted and Primed)
26,491
SY
$10.00
$264,911.62
P-4
12" Stabilized Subgrade
28,254
SY
$3.00
$84,763.33
P-5
Type "A" Curb
927
LF
$12.60
$11,680.20
P-6
Type "D" Curb
404
LF
$9.00
$3,636.00
P-7
Type "I"' Curb
1,629
LF
$10.00
$16,290.00
P-8
2' Valley Gutter
5,725
LF
$12.00
$68,700.00
P-9
2' Ribbon Curb
103
LF
$100.00
$10,300.00
P-10
Handicapped Curb Ramp w/Detectable Warning
20
EA
$100.00
$2,000.00
P-11
5" Concrete Sidewalk
7,464
SY
$23.00
$171,679.87
P-12
Signing and Marking
1
LS
$5,000.00
$5,000.00
Packet Page -513-
5/10/2016 16.A.12.
D-1
12" HDPE
EstimatedUnit
LF
$18.00
$24,390.00
Item #
Description
483
LF
Unit Price
Amount
D-3
18" RCP
Quantity
LF
$40.00
$26,280.00
D-1
12" HDPE
1355
LF
$18.00
$24,390.00
D-2
15" RCP
483
LF
$36.00
$17,388.00
D-3
18" RCP
657
LF
$40.00
$26,280.00
D-4
24" RCP
1423
LF
$55.00
$78,265.00
D-5
36" RCP
3719
LF
$75.00
$278,925.00
D-6
24" Flared End
7
EA
$2,500.00
$17,500.00
D-7
36" Flared End
15
EA
$4,500.00
$67,500.00
D-8
Valley Gutter Inlet
23
LF
$3,500.00
$80,500.00
D-9
Yard Drain
9
EA
$1,200.00
$10,800.00
D-10
Type - 9 Inlet
5
EA
$3,500.00
$17,500.00
D-11
Type C Inlet
7
EA
$2,700.00
$18,900.00
D-12
Type H - Bubbler
3
EA
$3,000.00
$9,000.00
D-13
Junction Box
10
EA
$1,500.00
$15,000.00
D-14
Control Structure
3
EA
$7,333.22
$21,999.67
SUBTOTAL r# 47%
Packet Page -514-
5/10/2016 16.A.12.
Packet Page -515-
$12.50
Required Buffers:
$27.00
LA -1
Type A
1860 LF
Item #
Description
rEstimated
Unit
Unit Price
Amount
LA -4
Public Ancillary Buffer/ Sabal Palms
antit
LA -5
Mulch
1 LS
Packet Page -515-
$12.50
Required Buffers:
$27.00
LA -1
Type A
1860 LF
LA -2
Type B
1105 LF
LA -3
Type D
3062 LF
LA -4
Public Ancillary Buffer/ Sabal Palms
1 LS
LA -5
Mulch
1 LS
LA -6
Guardhouse Plantings
1 LS
Packet Page -515-
$12.50
$23,250.00
$27.00
$29,835.00
$15.50
$47,461.00
$5,500.00
$5,500.00
$5,000.00
$5,000.00
$10,000.00
$10,000.00
SUBTOTAL= $121,046.00
5/10/2016 16.A.12.
L-1 Street Lighting 46 EA $2,500.00 $115,000.00
SUBTOTAL= $115,000.00
Packet Page -516-
EstimatedUnit
Item #
Description
lQuantity
Unit Price
Amount
L-1 Street Lighting 46 EA $2,500.00 $115,000.00
SUBTOTAL= $115,000.00
Packet Page -516-