Agenda 07/09/2013 Item #16A 3 7/9/2013 16.A.3.
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 Canopy, (Application Number PPL-PL20120002575) 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 Canopy, a subdivision of lands located in Section 35, 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 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 Canopy. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is within the Buttonwood Preserve RPUD, Ordinance 2013-18. 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 A.4.b.
The Engineering Services Department recommends that the final plat of Canopy be approved for
recording.
FISCAL IMPACT: The project cost is $2,074,912.05 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $ 532,089.10
b) Drainage,
Paving, Grading $1,542,822.9.5
The Security amount, equal to 110% of the project cost, is
$2,282,403.25
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: $63,516.36
Packet Page -313-
7/9/2013 16.A.3.
The Fees are based on a construction estimate of$2,074,912.05 and were paid in March, and
June,2013.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,269.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $ 3,990.67
c) Drainage, Paving, Grading
(.75% const. est.) $11,571.17
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) $11,972.00
e) Drainage, Paving, Grading
(2.25%const. est.) $34,713.52
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, 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 construction plan final approval letter.
RECOMMENDATION: To have the Board endorse staff's recommendation to approve the
final plat of Canopy (Application Number PPL-PL20120002575) for recording with the
following stipulations:
1. Approve the amount of$2,282,403.25 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 Probable Cost
Packet Page-314-
7/9/2013 16.A.3.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.3.
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 Canopy, (Application Number PPL-
PL20120002575) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
Meeting Date: 7/9/2013
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering&Environm
6/4/2013 12:10:09 PM
Approved By
Name: PuigJudy
Title: Operations Analyst, GMD P&R
Date: 6/11/2013 11:30:00 AM
Name: McKennaJack
Title: Manager-Engineering Review Services,Engineering&Environmental Services
Date: 6/11/2013 5:29:15 PM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 6/12/2013 9:16:41 AM
Name: PepinEmily
Title:Assistant County Attorney, CAO Litigation
Date: 6/21/2013 11:33:38 AM
Name: KlatzkowJeff
Title: County Attorney
Date: 6/21/2013 2:17:35 PM
Name: OchsLeo
Packet Page-315-
7/9/2013 16.A.3.
Title: County Manager
Date: 7/2/2013 8:44:28 AM
Packet Page-316-
7/9/2013 16.A.3.
26 .
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085037000 21377700
7/9/2013 16.A.3.
CANOPY (FKA BUTTONWOOD PRESERVE)
OPINION OF PROBABLE COST
May 1,2013
SUM MARY
Earthwork $16,380.25
Paving $384,921..45
Drainage $293,385.00
C)ffsit:e Improvements $295,662.25
Sub-Total 118'
Wastewater S379,904.35
Water .1152:,184.75
Sub-Total n< 531!0S'9s
Code Minimum Landscaping $116,920.00
Miscellaneous Structures $156,105.00
Irrigation $157,949.00
Lighting $121,500.00
qk
Sub-Total 14SSZ471, [t
Notes:
1)This Opinion of Probable Cost(DPC)shall be used for budgeting 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 CPC,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 unpredictable and uncontrollable increases in the cost of concrete.,petroleum,or the
availability of materials and labor.
4) Does not:include permit fees or soft costs.
5) Does not include,enhanced landscape or hardscape features "
�. / r
—I
PPL-PL.20120002575 RE'V:2 L_
CANOPY Jeren Y.H.Arnold, R
DATE: 5/3/13 i j '
DUE:(31;33113 __ 1===.••'iii
Date
Florida License#66421
JX'.72-C3(Canopy)PPL.1ExcetOPC1Co.rnty OPCr 2013-02-11_EruttanvuoodP,...,•• r:nu•fvrloC RFV]?_1,t Ragut,
Packet Page-323-
EARTHWORK 7/9/2013 16.A.3.
Lltit rt �I 1.1� ....1+. ` rll a iId�r♦t qil 1 a �'�ti�
Sod(1' Behind Curb) 927 :SY $3.()0
2'Silt :ence(Single Row) 4,:L85 LF $1.75 $7,323.75
2'Silt =ence(Double Row) 1,793 LF $3..50 $6,275.50
SUBTOTAL= $16,380.25
Packet Page-324-
PAVING 7/9/2013 16.A.3.
.,..r. I T Ts� ,—yy �I ? ■ i Ii CN rwr. d
I it '�u a a+ �nr�r"�,>4 � 4 w -r ,u f" �.mii4 a y r
$L'IlCC 3Dl';1 a � n al p . (j ;t1 Cl ti. ' r+ SFr x
.....rte �.... .....-.. �...�����.+��.-.. L..a��
3/4"Asphaltic Concrete(Type S-III) First Lift, 9,653 SY $4.50 -_ $43,438.50
3/4"Asphaltic Concrete(Type S-III)Second lift 9,653 :5Y $4.50 -_r $43,438.50
8" Limerock Ease(Compacted and Primed) 9,653 :SY $7.00 -_$67,571.00
12"Stabilized Subgrade(Onsite Material) 1.2,358 SY $2.25 -_ $27,805.50
Valley Gutter 6,999 LF $8.00 -_M $55,992.00
Type"A"Curl)&Gutter 403 LF $11.25 -_+ $4,533.75
Type"F"Curb&Gutter 941 LF $9.50 -__ $8,939.50
4" Concrete Sidewalk(Reinforced) 4,165 SY $28.38 $118,202.70
Signin,3 and Marking 1 LS $1000.00 $15,000.00
SUBTOTAL= $384,921.45
Packet Page-325-
DRAINAGE 7/9/2013 16.A.3.
t„ d u hSl� ti?d ' 2 y k � 4 ��a !�■ r
� o f I a r T]i 'it il.Prrixi� ���r O40
h i t 1 + gtiai + ,
12”HOPE 1,759 LF $16.00 $28,144.00
15"HOPE 259 LF $19.00 $4,921.00
15" RC:P 2B9 LF $27.00 $7,803.00
18"RCP .525 LF $43.00 $22,575.00
24"RC:P 5D3 LF $54.00 $27,162.00
30" RC:P 772 LF $65.00 $50,180.00
36" RCP .390 LF $90.00 $35,100.00
15" Flared End 1 E0. $1,200.00
18"Flared End 1 E.A $1,400.00 $1,400.00
24"Flared End 3 EA $2,100.00
30"Flared End 4 E.A. $2,750.00
36" Flared End 2 E.0. $3,200.00 $6,400.00
Type q Inlet 2 EA $2,750.00
Valley Gutter Inlet 1.4 EA $:2,800.00 $39,200.00
Type"C"Grate Inlet 3 EA 52,500.00
Yard Drain 20 EA $1,000.00 20,000.00
Junction Box 2 EA $5,000.00 $10,000.00
Control Structure 1 EA, $9,000.00
SUBTOTAL= $293,385.00
Packet Page -326-
1
WAS TEWATER 7/9/2013 16.A.3.
De c!`'ti3ttdrl i;7nit ILjtl,t.Pti '9 w ,
.. ., ' Civarittal u' '.- w.
Connect to Existing Force Main 1 EA $2,500.00 $2,500.00
4",)VC:Force Main(C.900, DR-18) 192 LF $14.00 $2,688.00
Pump Station,Complete 1 EA $146,766.35 $146,766.35
8" PVC:Sanitary Sewer SDR-26(0-6') 666 LF $19.00 $12,654.00
8" PVC:Sanitary Sewer SDR-26(6-8') 1037 LF $24.00 $24,888.00
8" PVC:Sanitary Sewer SDR-26(8-10') 918 LF $31.00 $28,458.00
8" PVC:Sanitary Sewer SDR-26(10-12'1 7D5 LF $38.00 $26,790.00
8" PVC:Sanitary Sewer SDR-26(12-14'] :310 LF $41.00 $12,710.00
Manhole 4' Diameter with IET Coating(0-6') 2 EA $5,000.00 $10,000.00
Manhole 4' Diameter with IET Coating(6-8') 2 EA $5,800.00 $11,600.00
Manhole 4' Diameter with IET Coating(8-10') 3 EA $6,500.00 $19,500.00
Manhole 4' Diameter with IET Coating(10-:12') 3 EA. $7,450.00 $22,350.00
Manhole 4' Diameter with IET Coating(12-14') 1 EA $8,000.00 -_ $8,000.00
Manhole 4' Diameter with IET Coating(14-16') 2 EA $8,500.00 -_! $17,000.00
6"Single PVC Sewer Service WI Cleanout 8 EA $500.00 $4,000.00
6" Double PVC Sewer Service w/Cleanout 50 EA $600.00 ._� $30,000.00
SUBTOTAL= $379,904.35
Packet Page-327-
POTABLE WATER 7/9/2013 16.A.3.
4 r W*x d i p r i W- i ka-ti rratecL{ i t 7 1 1} " C'i t ,1.+9 I'�'N'
��` r'a," � �w � � � � �fi1'[ X I3rari't P�'�a"� � I�� � in �•4' 2 ...rte -
Connect to Existing 12"Water Main 1 EA i_ $1,700.00 $1,700.00
1.5"Single Water Service,Complete S EA $650.00 $3,250.00
1.5"Double Water Service,Complete 52 EA $9D0.00 $46,800.00 _
6" PVC:Water Main(C900, DR 18) 2,603 LF $1:3.00 $33,839.00 _
8" PVC Water Main(0900, DR 18) 1,240 LF $17,00 $21,080.00 _
8" PVC:Water Main(C900, DR 14) 49 LF �_ $7:9.00 _ $931.00 _
12"PVC Water Main (C900, DR 18) 3 L.F �,228.25 $84.75
6" Gate Valve 4 EA $900.00 $3,600.00 _
8" Gate Valve. 2 EA $1,350.00 $2,700.00 _
Fine Hydrant,Complete 9 EA —_ $4,000.00 $36,000.00 _
Permanent Bacterial Sample Point 1 EA $1,000.00 $1,000.00
Temporary Bacterial Sample Point 4 EA $300.00 $1,200.00
SUBTOTAL = $152,184.75
Packet Page-328-
CODE MINIMUM LANDSCAPING 7/9/2013 16.A.3.
41stiodatedg
gi4tiarittWA:4,44P4
Code Minimum Landscaping 1 LS $a:L6,9:20.00 $116,920.00
SUBTOTAL= $116,920.00
Packet Page-329-
IRRIGATION 7/9/2013 16.A.3.
5 1',j,j 5 , l Lk i „.� 0 i�ulm •� it.,.a.r t IkY t ii#i P�L4"' 6 � . '! um
.rr..J..,,7K„A :.....1 :..__s.:.�,,,F4„.,;...._�.�......r i.��, �R 'j _.. 4 Jilt r Mr"�s k��,d u".rl ;�.c '� rs,,
Irrigation Pump Station (Complete) 1 EA $50,000.00 $50,000.00
4" PVC:Irr.Main (C900, DR].8), 4,584 LIF $12.00 $55,008.00
4" PVC:Irr. Main (C900,DR 14) 119 LF $13.00 $1,547.00
6" PVC:Irr. Main (C900,DR].8) 290 LF $15.00 $4,350.00
6" PVC:Irr. Main (C900, DR. 14) 34 LF $16.00 $544.00
4" Gate Valve 5 EA $840.00 $4,200.00
6" Gate Valve 1 EA $950.00 $950.00
Single Irrigation Service,Complete 9 EA $550.00 $4,950.00
Double Irrigation Service, Complete 52 EA $700.0D $36,400.00
SUBTOTAL= $157,949.00
Packet Page -330-
LIGHTING 7/9/2013 16.A.3.
• N� -YI note.
9���0,
7rW'r!
LigIt Fixtures 27 EA $4,500.00_____ $121,500.00
SUIBTC)TA,L= $121,500.00
Packet Page -331-
OFFSITE IMPROVEMENTS 7/9/2013 16.A.3.
i x v " i k / : stimated 9 p�i RR{ 7 I Fj 9g°,.y P�yi irr r +s�¢,y � �w�_
„„II t d 1 ,, 0. .., '� lio nit pru : {' F+'� 4
,• . ' , i Gig' c : 1 �� r �
Maintenance of Traffic 1 LS $25,000.00 $25,000.00
Mill Existing Roadway 3,810 SY ._____ $2.55 $9,715.50
1" Type Sill Asphalt 3,810 SY $7.00 $26,670.00
3"Type S-1 Structural Course 1,119 SY $18.75 $20,989.58
10"Lirnerock Base(compacted and primed) 1,119 SY $12.&) $14,105.00
12"Type"B"Stabilization(Min LBR 40) 1,119 SY $4.20 $4,701.67
Side Walk Demo Existing 50 SY $6.00 $300.00
Side Walk 50 SY $36.00 $1,800.00
24' RCP 1,751 LF $55.00 $96,305.00
Junction Box 7 IF $2,850.00 $19,950.00
24' Flared End Section 1 EA, _$2,850.00 $2,850.00
Type F Curb&Gutter 50 LF $14.00 _____ $700.00
Signage and Striping 1 LS $15,000,00 $15,000.00
Right-of-way Permitting and Design 1 LS $25,000.00 $25,000.00
SUB-TOTAL= $263,086.75
West Bound Lanes
Mill Existing Roadway 3,810 SY $2.55 $9,715.50
1"Type Sill Asphalt 3,810 SY $6.00 $22,860.00
SUB-TOTAL= $32,575.50
TOTAL= $295,662.25
Packet Page-332-
MISCELLANEOUS STRUCTlJRES 7/9/2013 16.A.3.
cc * F uLmt , p , _ 'tAt1F1
rrrrrr rrrrr�rrrrrrrrrrrrrr
8'Masonry Buffer Wall 1,:315 LF $75.00 $98,625.00
8'Perimeter Chain link fence 1,91E LF $30.00 $57,480.00
SUBTOTAL= $156,105.00
Packet Page-333-