Agenda 05/13/2014 Item #16A 6 5/13/2014 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 Brandon, (Application Number PL20130001578) 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 Brandon, a subdivision of lands located in Section 13, Township 48 South, Range 25
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 Brandon. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is within the Brandon PUD, Ordinance 08-13, as amended. 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 Engineering Services Department recommends that the final plat of Brandon be approved
for recording.
FISCAL IMPACT: The project cost is $2,707,961.90 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $1,001,901.00
b) Drainage, Paving, Grading $1,706,060.90
The Security amount, equal to 110% of the
project cost, is $2,978,758.09
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: $82,494.86
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5/13/2014 16.A.6.
The Fees are based on a construction estimate of$2,707,961.90 and were paid in October, 2013.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,256.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) $ 7,514.26
c) Drainage, Paving, Grading
(.75%const. est.) $12,795.46
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) $22,542.77
e) Drainage, Paving, Grading
(2.25% const. est.) $38,386.37
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
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: That the Board of County Commissioners endorse staffs
recommendation to approve the final plat of Brandon (Application Number PL20130001578)
for recording with the following stipulations:
1. Approve the amount of$2,978,758.09 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 10.02.04 F.2 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 Cost
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5/13/2014 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 Brandon, (Application Number
PL20130001578) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
Meeting Date: 5/13/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior, Engineering&Environmental Services
4/23/2014 7:28:08 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 4/23/2014 11:15:19 AM
Name: McKennaJack
Title: Manager-Engineering Review Services,Engineering&Environmental Services
Date: 5/1/2014 8:47:16 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 5/1/2014 11:24:16 AM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 5/1/2014 1:36:46 PM
Name: KlatzkowJeff
Title: County Attorney,
Date: 5/1/2014 2:32:05 PM
Name: IsacksonMark
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5/13/2014 16.A.6.
Title: Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 5/2/2014 9:15:49 AM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 5/2/2014 9:49:13 AM
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5/13/2014 16.A.6.
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5/13/2014 16.A.6.
P!PL-P1_20130001578 REV:2
BRANDON
DATE: 1/27/14
DUE:2/25/14
1:7411■ INC.
T I'lann;ing
visualization
CO O N S U L]'1 N C i Civil Engineering_
Z 'IL 1 T./L. a►. Surveying & Mapping=
Certificate of Business Certificate No.:E.B-OOC7663
BRANDON
Ein ;lacer's Oie in:ion of Probable. Construction Costs
SUMMARY
SANITARY SEWER SUBTOTAL 5622,443.00
POTABLE WATER SU13..TOTAL ___5379,458.00
ESTIMATED UTILITY COST IS 1,001,901.00
Due at
Duc at Permit
Submittal Approval
PPL Fee Calculation,for Utility Conscrucdor..
0.75%fo-Construc ion I)o omnen: Review 17,514-.26
'2'.25%fir Cons-ruction Inspection 522,542.77
STORM DRAINAGE 51113-TOTAL 5426,166.0D
PAVING AND GRADING SUB-TOTAL 5598,877.60
OFF-SITE PAVING,GRADING AND DRAINGAE SU13-TOTAL SI 16,617.30
.ESTIMATED PAVING,GRADING ANII DRAINAGE COST 51,141,660.90
Due at
Due at: Permit
Submittal Approval
F'PL Fee s.leu!arim 15r Rondv;1y,.Pavingoand Drainay'e;
0.75%for Con.struction I ocurne t.Review 53.562 41ii
2.25%for Construction Inspectiori $2:5.687.37
Total PPL fee based on 0IPC 516,0'16.71 5.43.230.14
,tr
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1. This Engineers Opinion of Proba')'e Cost represents the estimated cost for crust-meting tife above
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listed infranu:ture lot 13rinclon�,lt'R/A Inc.File Tic. 130003,01),C2 dated Septa.mber._2013)7• /77:
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RNA, Inc.
6(310 Willow Park Drive
Naples, Floridta 34109
Phone:2:39-597-057'5
Fax:239-537-0578
10/2/2013
Packet Page-431-
5/13/2014 16.A.6.
D ' :) ,l '► to.uuf in'ion
<-U N: ;l'LT 1 N(; Civil Fnginceri„g
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Certificate of Business Certificate No.EB-0007663
Engineer's Opinion of Probable Construction Costs
Project: Brandon
Date::,0octolber 1,2013
Estimated By:Joel Blikstad
Checked 13;0_:: Pdichacl 1 pas
SANITARY SEWER
------------------------- ---------
F....
— ---
DF:';t�F:IPT110N TOTAL
S-I 8”PVC Sanitary Sewer Main(0'-6 cut) LE 2,0(04 S24.00 $48,096.00
S-2 8"PVC Sanitary Sewer Main(6'-8'cut) LF 730 532.00 523,360.00
S-3 8"PVC Sanitary Sewer Main(8'40'cut) LF 888 $42.00 $37,296.00
S-4 8"PVC Sanitary Sewer Main(l0'-12'cut) LF 4)41i $54.00 $50,814.00
S-S 8"PVC Sanitary Sewer Main(32'-18'cut) U 712 $74.00 552,688.00
S-6 4'Diameter Manhole(0'-6'depth) EA it $4,000.00 $32,000.00
S-7 4'Diameter Manhole(6'-8'depth) EA 4 $4,500.00 518,000.00
S-8 4'Dsame:ter Manhole(R'-10'depth) EA 6 $5,:00.00 $31,200.00
S-9 4'a amefer Manhole(10'-12'depth) EA 5 56,000.00 530,000.00
5-10 4'Diameter Manhole(12'-1(3'depth) EA 6 56.800.00 $40,800.00
5-11 Drop Manhole Connection EA. I 51,300.00 $1,300.00
5-12 Single Sewer lateral :EA 14 56:50.00 $9,100.00
5-13 Doub':e S,ewe.r Lateral .'EA. 59 57:50.00 544,250.00
5-14 Lip!Statcr, LS I $135,006.0!) $135,000.00
5-15 4"PVC'Force Main(DR13) LF 2,645 $15.(X) $39,675.00
S-16 4"PVC Force Main(DR14) LF 3:3 $18.00 S1,494.00
5-17 Air Release Valve IAA 3 52,50(101) $7,500.00
S-18 4"Plug Valve EA 2 S1,300.00 S2,600.00
5-19 Connect to Eiisti Fcrce Main with I 2',n4"Reducer EA I 52,500.00 S2,500.00
5-20 Television Inspection 11.F 5,275 52.80 514,770.00
Sanitary Sewer Sub--/rot I $622,443.00
21)13-09•-27 OPC Collier Fees 10/2/2013
Packet Page-432-
5/13/2014 16.A.6.
'D A ) )"J4 IN .
Pia:ming
Visuafi,ai.ion
CONS I. 1-'1'1 N C 7 Civil Iline:inecri IT
.Z 'IL 7 VJL aL. Surveying.K.Mapping
Certificate of Business Certificate No E8-0C'07653
Engineer's Opinion of Probable Construction Costs
Project. Brandon
Date:October 1,2013
Estimated By:Joel Blilcstad
Clecketi 1lf: Michael M films ----- - --�---
E P C(T_AB,LE:WATER
--�-IDESC'R.IPOIV—'- -III1ILJOTAL li'NllT Ql1.AMTITV LINI'f T
----------- -- - ----
W-I 6"PVC Water Main(C-900, DR 18,PC150) L.F 153 $20.00 53,060.00
W-2 8"PVC Water Main IC:900. DR 18,PC1 50) L.F 5,384 $22.00 5118,448.00
W-3 8"PVC Water Main(C-900,DR 14,PC200) L.F 133 $25.00 $3,325.00
W-4 Directional Drill 8"HOPE:Water Main ii 18"HOPE Casing: L,F 165 5325.00 $53,625.00
W-5 6"Gate Valve v 'Box EA 4 $1,200.00 54,800.00
W-6 8"Gate Valve v-'Box EA 8 51,400..00 $1 1,200.00
W-7 Air 1Lelease Valve EA 10 52,500.00 $25,000.00
W-8 Fire Hydrant Asserbby v 'Valve EA 13 53,800.00 549,400.00
W-9 Permanent Sample Point EA 3 $2,000.00 $6,000.00
VV-10 Hot-Tap(Includes 16"x8"Tapping Sl;eve:and Valve) LS I $7,500.00 $7,500.00
VV-11 Hot-Tap(Includes 10"x8"Tapping Sleeve and Valve) LS I $7,500.00 $7,500.00
W-12 Single;Water Service EA 57 5700.0(1 539,900.00
W-13 Double Water Service IEA. 38 5850.00 532,300.00
V✓-14 Ternix.m;ry Gap Configuration FA. 2: 52,400.00 54,800.00
W.15 Automatic Flushing Device EA. 3 54,200.00 $12,600.00
Potable Water Sall-Total ►379,458.00
21)13-09-27 OPC Collier Fees 10/2/2013
Packet Page-433-
5/13/2014 16.A.6.
` udc.
111 Ai/ 1 \/isualit;uion
C'C)N S t'L i'I N C i Civil Engineering
AIL t. 4 1'AL M.. iry ey ing& Mapping
Certificate of Business Certificate Nu.:EB-0007653
Engineer's Opinion of Probable Construction Costs
Project: Brandon ~-�-
Date:October 1,2013
Estimated By:Joel Rlilistad
Checked It;,,: Michael Pttppas
STORM DRAINAGE
E DESCR.IPTIO'V�_��~-_�____ UPIIT J QUANTITY _- 'T 1 TOTAL
CST
D-1 15"RCP LF 537 524.00 $12,888.00
D-2 18"RCP LF 448 .530.00 513,440.00
D-3 24"!RCP Lk' 2,12119 5:55.00 5120,395.00
D-4 30"RCP LT' 1,147 $154.00 573,408.00
D-5 29":c 45"ERCF' L.F. 223 595.00 $21,185.00
D-6 3'x.4'Valley Clutter l.rdei EA 17 $3.100.00 552,700.00
D-7 Curb Inlet EA 7 53,500.00 524,500.00
D-8 Type'C Inlet :EA 7 52,000.00 514,000.00
D-9 Type'C"Bubble-up Inlet EA 1 52,300.00 $2,300.00
I3-10 Type D'Inlet EA. 6 $2;600.00 $15,600.00
D-11 Type'D'Bubble-up Inlet EA E'• 5.3,000.00 $24,000.00
D-12 Comml Structure EA. 3 54,000.00 $12,000.00
D-13 3'X 3'Junction Bcxi:inlc: EA 5 12,500.00 514,000.00
D-14 18"FES EA 1 5850.00 $850.00
D-1S 24"FES EA 3 $1,200.00 $3,600.00
EI-16 30"FES EA 5 51.500.00 57,500.00
D-17 24"Endwa`J EA l $1,800.00 51,800.00
D-18 29"x 4:5"Endv.•aII EA 5 52.000.00 $10,000.00
D-19 24"MEE EA 2 $1,000.00 $2.000.00
Storm Drainage Sub-Total _$426,166.00
2013-09-27 C)PC Collier Fees; 10/2/2013
Packet Page -434-
5/13/2014 16.A.6.
1:fli-X TA
Mani tint:
I ► Vimializsuian
C'Cf N S I.:1.'1-1 CI Civil Engineering
Z IL. 'V V.A. .7►. Surveying.&. Mapping
Certificate ofBtuiness C'ertilic to No.EB-0007663
Engineer's Opinion of Probable Construction Costs
Project:: Brrmdoia— ------
Mtn October 1,2013
Estimated By:Joell Bli4stad
Checked By:: Michael plejons_ ____
PAVING AND GRADING__ _ _ _ __
— DESCB:IP11.&N pffJOUANflrc{ UNErJTOTAL
- �- --
COST
P-I 12"Stabilized Sabgradc(ILBR 40) SY 16,996 52.80 $47,588.80
P-2 8"Limerock Base(LBR 100) SY 13,224 $.8.50 $112,404.00
P-3 3/4"Type S-Ill ACSC(1st Lill) SY 13,224 54.70 $62,152.80
P-4 3/4"Type S-111 ACSC(2nd l,ifl) SY 13,224 $6.01) $79,344.00
P-S Concrete Vgdley Gutter LT' 7,527 57.50 $56.452.50
P-6 Type"A"Curb LF' 179 $10.00 $1,790.00
P-7 Type."F"Curb LF' 3.301 $8.50 $28,058.50
P-8 Type "D"Curb LF 194 S11.00 52,134.00
P-9 12''Ribbon Curb LF 48 578.00 $864.00
P-10 24'Ribbon Curb LF 157 528.00 $4,396.00
1'-11 5'Sidewalk LF 7,270 5112.OD $87,240.00
F-12 ADA,Curb Ramps EA 7 5500.00 53,500.00
1'-13 Sod(_ ship between curb and sidewalk) S'Y 3,802 SI.5(1 $5,703.00
I'-14 Sign.irig;and Striping LS 1 $8,50).00 $8,500.00
P-15 3'Retaining Wail along preserve LF 910 525.00 522,750.00
F'-16 Street Lights EA 38 52,000.00 576,000.00
Paying and Grading Sub-Total 5598,877.60
2013-09-27 OPC Collier Fees, 10/2/2013
Packet Page-435-
1i
. 5/13/2014 16.A.6.
D,11,,\ TA F'Intainit:1 ► \/iuuliz:uivn
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,A \. 4 ¶.4L AL Surveying x Mapping
Certificate of Business Certificate No.E8-0007663
Engineer's Opinion of Probable Construction Costs.
Pr(Ti ea Ilrlwdon-- ------ - —~--
Pate:October 1,2013
Estimated By Joel Biikstod
Checked Bv: Michael Pa a m;
OFF-SITE(TURN LANESZ PAVING,GRADING AND DRAINAGE
EDESCRIPTION EU:41111 Q!U.A.N'f[TY'r C OS'T � TOTAL
P-I 12"Stateilized Sagradc SY 1,84',1 1 12.80 55,154.80
P-2 8"Limerock Base(i?rimcd) SY 1,511' $8.50 $13,064.50
P-3 1.5"Type S-111 A.0 SC SY 1,527 $9.60 $14,755.20
P4 1"Friction Course SY 1,531 $6.40 $9,836.80
P-5 Type F Curb LF 822 58.75 $7,192.50
P-6 5'Concrete Sidewalk LF 43 $15.00 5645.00
P-7 6'Concrete Sidewalk LF' 235 $18.00 $4,230.00
P-8 8'Concrete Sidewalk LF 272 $24.00 $6,528.00
P-9 15"RCF' LF 208 $24.00 $4,992.00
P-10 18"RCP LF 63 532.00 $2,016.00
P-11 36"RC'F' LF 111 578.00 58,658.00
I'-12 Type'D'Inlet IEA. 2 52,600.00 53,200.00
t'-13 Connection to Existing Type 6 Throat Inlet 13A. 2 51,500.00 $3,000.00
P-14 Cud Intel EA 2 $2,500,00 $7,000.00
1'-15 Type:5 Throat Inlet EA. 1 54,000.00 54,000.00
I'-i6 Convert Inlet to Junction Box EA 1 51.300.00 51,500.00
I'-17 Sawcut and Remove Existing Type F Curb LF 974 S5.00 $4,870.00
I'-18 Sawcut and Remove Existing G Sidewalk LF 244 $8.50 $2,074.00
1'-19 Sawcut and Remove Existing 8'Sidewalk LF 363 $8.00 $2,904.00
F'-20 Turn Lane Striping(includes removal of existing) LS 1 53,000.00 53,000.00
P-21 Cuib Ramp EA 4 $500.00 52,000.00
2013-WV oPS':e,IF,r∎Feu 10(2/2013
Packet Page-436-
i
5/13/2014 16.A.6.
D'IVX TA Il\C.Pannmg
1 V ikualira:ion
C'()1 S l 1..'1-1';(i Civil Engineering
Z \. V 11.IL .16. Siurveying.. Mapping
Certificate.of'Business C'eniticate No.EB-0007663
Engineer's Opinion of Probable Construction Costs
Projject: J3randon
Date: 'October 1,2013
Estimated By Joeil 813stod
Checked Jiy: Michael Piosas--_____ _
OFF-SITE(TURN LANES)PAVING,GRADING AND DRAINAGE
E - DESCRIPTION --� UNIT fjQuruNrrj j 'TOTAL
COST'
P-22 Erosion Control Silt Fence LF 131 $1.50 $196.50
P-23 Maintenance of Traffic Thru Workzono LS I 53,800.00 $3,800.00
Paving&Grading Sub Total 5116,617.30
2013-0947 OPC C.<0 IN Faros 10/2/2013
Packet Page -437-
5/13/2014 16.A.6.
p4-1 ellivairst 00414
irgIOL,0011 II 404dliNkl: liksii)
d rr s, i g, n 0 r o u p
October 3;2013
Project: Brandon PUD
Livingston Road
Naples, Florida
OPC LETTER:
We have created the following cost opinion for the attached Gode Level Landscape and Irrigation plan
sets.
I3uffer LandscapinyLCOsts (The following items listed below are included into landscaping buffer OPC
costs.)
• Buffer Trees.
• Buffer sh rubs
• Mulch beds
• Sod areas
• Tot Costs=$224,400.00
IrrieatiorCc'sts:i;The following items listed below are included into irrigation buffer OPC costs.)
• Irrigation mainline
• Valves
• Pump station
• Rain sensor
• Clock
• Total Costs= $340,000.00
li/t4t7f" /
Robert R.Mel er, RLA
Elotanic:s Design Group, 11C
Vice President.
orsoommosenorymerahtattoommtem
l andscope Arc,±,,ita_cture 4 irri,2ctio • De Sign COMpOnYr Vvcbsite: 4vuww.Botanis:desig group.com
Main:lectdqucrrters:3027 Oa Sort Marco Court For`Myers, F)3390.5 E'usirness List/--1.1,26000503
•
Packet Page-438-