Agenda 04/13/2010 Item #16A 9
Agenda Item No. 16A9
April 13, 2010
Page 1 of 10
EXECUTIVE SUMMARY
Recommendation to grant final approval of the roadway (public) and
drainage improvements for the final plat of Market Center with the roadway
improvements being maintained by Collier County and the drainage
improvements being privately maintained.
OBJECTIVE:
To grant final approval of the infrastructure improvements associated with that
subdivision known as Market Center.
CONSIDERATIONS:
1. On October 19, 2004, Engineering, Environmental, Comprehensive
Planning and Zoning Services Department granted preliminary
acceptance of the roadway and drainage improvements in Market Center.
2. The roadway will be maintained by Collier County and the drainage
improvements, including those within the right-of-way, will be maintained
by the project's Master association.
3. The required improvements have been constructed in accordance with the
Land Development Code. The Engineering, Environmental,
Comprehensive Planning and Zoning Services Department has inspected
the improvements and is recommending final acceptance of the
improvements.
4. A resolution for final acceptance has been prepared and approved by the
County Attorney's Office. A copy of the document is attached.
5. This PUD has been found to be in substantial compliance.
FISCAL IMPACT:
The roadway maintenance costs will be funded through the Transportation
Services operations and maintenance budget; approximately 6,261 linear feet of
roadway.
GROWTH MANAGEMENT IMPACT: There is no growth management impact.
LEGAL CONSIDERATIONS:
The County Attorney's Office has reviewed and approved the Resolution for legal
sufficiency. This item is ready for Board consideration and approval. STW
Agenda item No. 16A9
Aprii 13,2010
Page 2 of 10
RECOMMENDATION:
That the Board of County Commissioners grant final acceptance of the roadway
and drainage improvements in Market Center and release the maintenance
security.
1. Authorize the Chairman to execute the attached resolution authorizing
final acceptance.
2. Authorize the release of the maintenance security.
PREPARED BY: John Houldsworth, Senior Site Plan Reviewer, Engineering,
Environmental, Comprehensive Planning and Zoning Services Department
ttem Number:
Item Summary:
Meeting Date:
Agenda Item No. 16A9
April 13, 2010
Page 3 of 10
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
16A9
Recommendation to grant final approval of the roadway (public) and drainage improvements for
the final plat of Market Center with the roadway improvements being maintained by Collier County
and the drainage improvements being privately maintained.
4/13/20109:00:00 AM
Date
Prepared By
John Houldsworth
Community Development &
Environmental Services
Site Plans Reviewer, Senior
Engineering & Environmental Services
3123/20101:43:49 PM
Date
Approved By
Lauren Beard
Transportation
Planner
Transportation Planning
3124/20108:48 AM
Date
Approved By
Steven Williams
County Attorney
Assistant County Attorney
County Attorney
3f2412010 2:44 PM
Date
Approved By
Judy Puig
Community Development &
Environmental Services
Operations Analyst
Community Development &
Environmental Services
3/24/20102:45 PM
Date
Approved By
Jeff Klatzkow
County Attorney
3/30/20109:06 AM
Date
Approved By
William D. Lorenz, Jr., P.E.
Community Development &
Environmental Services
Director. CDES Engineering Services
Engineering & Environmental Services
3/30/20109:46 AM
Date
Approved By
Nick Casalanguida
Transportation Division
Director - Transportation Planning
Transportation Planning
3/31/20108:30 AM
Date
Approved By
OMB Coordinator
County Manager's Office
Office of Management & Budget
4/1120109:14 AM
Date
Approved By
Mark Isackson
Office of Management &
Budget
Management/Budget Analyst, Senior
Office of Management & Budget
4/5120106:31 PM
KIMLf?Y-HORN AND ASSOCIATES. INC.
601 21st STREET, SUITe 400
VERO I)lEACH.'FlORIDA 329&0
(772) 562-1881
Agenda Item "'0. 16A9
April 13, 2010
_PaQe 4 dMei"
Naples (SE), Fl - Benderson (Westport) Site
STORE NO. 5055-00, N.wsc
KHAJOB NO. 0472S31D1.1114
Modified Contractor's Opinion of Probable Cost
Reference Civil Plans revised 5/14/03
SITEWORK Quantity Unit Unit Cost Dry Wet
General
Mobilization Lump Sum 50,000.00 50,000 50,000
Survey Lump Sum 76,500,00 76,500 76,500
Earthwork
Sile prep., dearing, grubbing, soli removal 24.24 Acr8s 5,855,00 141,925 163,214
Construction Entrance 1 Lump Sum 15,000,00 15,000 15,000
Temporary Roads 1 Lump Sum 40,000.00 40,000 40,000
Blasting 1 Lump Sum 12,500,00 12,500 12,500
1m""" 168,052 C,Y, 7,50 1,260,390 1,260,390
Fill - placement and compaction 168,052 C.y, 0.50 84,026 84,026
Topsoil S1rip 24,24 Acres 1,50000 36,365 41,819
Site Grading 24,24 Acres 1,000,00 24,243 27,879
Building Pad 273,777 SF 0.10 27,378 27,378
Rock Import (Building Pad) 273,777 SF 0,30 82,133 82,133
Sub-Iotal 1,850,460 1,880,839
Storm Drainage
Erosion control system Lump Sum 9,500.00 9,500 10,925
Storm S.wer
2' PVC 80 LF 7,00 560 644
24" PVC 490 LF 42,00 20,580 23,667
lS"RCP 381 LF, 22,00 8,382 9,639
24" RCP 1,069 LF, 3400 37,026 42,580
30' RCP 923 L,F, 40,00 36,920 42.458
36" RCP 1,152 L,F, 52,00 58,904 68,890
420 RCP 1,239 L,F, 61,00 75,579 86,916
48' RCP 310 L.F, 74,00 22,940 26,381
Misc. Fittings 1 Lump Sum 5,400.00 5,400 6,210
Or.ln.get Structures
Type ogo Inlet 4 EACH 4,200.00 16.800 19,320
Type P-6 Inlet 8 EACH 3,450.00 27,600 31,740
Type "C' Inlet 60 EACH 2,850,00 171,000 195,650
Manhole J-7 4 EACH 4,7S0,OO 19,000 21,850
Stormceptor 0 EACH 6,850,00 0 0
Conlrol StuctU1'9 2 EACH 4,850,00 9,700 11,155
other items(Slone Bedding) 1.120 C,Y. 30,00 33,600 38,640
Sub-Ialal 554.491 637,665
Landscaping
Sod, Seeding, mulching, etc. 200,000 S.F. 0.30 60,000 60,000
Irrigation 1 Lump Sum 123,000.00 123,000 123,000
Asbuilts 1 Lump Sum 9,350,00 9,350 9,350
Water Source . pump and well 1 Lump Sum 15,000,00 15,000 15,000
Maintenance 1 Lump Sum , 10,000.00 110,000 11 0,000
Tree Fencing 1 Lump Sum 23,360,00 23,360 23,360
Benning 1 Lump Sum 30,000.00 30,000 30,000
Planters 1 Lump Sum 9,600,00 9,600 9,600
Landscaping 1 Lump Sum 460,000.00 460,000 460,000
Sub-Iota! 840,310 840,310
Miscellaneous
Silt Fence 2,914 LF, 3,00 8,742 8,742
Turbidity barrier 250 LF. 10,00 2,500 2,500
Combo SilVTree Protection 3,090 LF. 3,00 9,270 9,270
Panel screen woJl 5.250 S,F, 13,00 68,250 58,250
Sub-total 88,762 88,762
ISlrEWORK TOTAL 3,334,023 3,447,5761
Paga 1 of 5
Agenda Item,No. 16A9
April 13, 2010
UTI~ITIES Quantity Unit Unit Cost Dry Pag~tof 10
Gen'l"Ill
Mobilization Lump Sum 15,000,00 15,000 17,250
Dewatering Lump Sum 30,870.00 30,870 35,501
Layout and Staking Lump Sum 20,056.00 20,056 23,064
Rock Trenching Lump Sum 116,130.00 116,130 133,550
Water and Fir. Linea
2'PVC 280 L.F. 7,00 1,960 2,254
4' PVC 720 L.F. 8,00 5,780 6,624
4'PVCDR.14 40 L.F. 10,00 400 460
6" PVC DR-14 200 L.F. 11,00 2,200 2,530
8'PVCDR.14 40 L.F. 14,00 560 644
10 PVC OR. 14 3,160 L,F. 16,00 50,560 58,144
8' DDCVA 2 EACH 18,500,00 37,000 42,550
Post Indicalor Valve 1 EACH 2,450,00 2,450 2,818
10' Gate Vatve, MJ 7 EACH 1,185,00 8,295 9,539
3' Blow Off Assembly 2 EACH 340,00 680 782
Hydrant Assembly. Fire 10 EACH 2,875,00 28,750 33,063
10' X2' Tap 1 EACH 800,00 800 920
2" Meter Assembly 1 EACH 3,600,00 3,600 4,140
3" Backflow Assembly 1 EACH 3,600,00 3,600 4,140
Yard Hydrant Assembly 1 EACH 1,850,00 1,850 2,128
10' Bend, MJ 23 EACH 517,00 11,891 13,675
10' X 8' TEE, MJ 1 EACH 685,00 685 788
S" Gate Valve, MJ 1 EACH 895,00 895 1,029
10' MJ Tee 2 EACH 890,00 1,780 2,047
Fire Department Connection 1 EACH 2,500,00 2,500 2,875
10' X4'Tee,MJ 1 EACH 685,00 685 788
4" M.J Bend 8 EACH 225,00 1,800 2,070
4" MJ Gate Valve 2 EACH 495.00 990 1,139
10' x B" Reducer, MJ 4 EACH 550,00 2,600 2,990
S" Check Valve 1 EACH 1,450,00 1,450 1,668
4" X 3" MJ Bends 2 EACH 225.00 450 518
1.5" Backflow Assembly 1 EACH 850.00 850 978
," Meier Assembly 1 EACH 850,00 850 978
Misc, Fittings. MJ 1 Lump Sum 7,500,00 7.500 8,625
Sub-tota! 365.447 420,264
Sanitary Sewer
S" PVC gravily 1,139 L.F. 16,50 18.794 21,613
S" pve gravity 218 L.F, 11.00 2,398 2,758
Clean outs 2 EACH 450.00 900 1,035
Stone Bedding 390 C,Y. 30,00 11,700 13,455
T.V. Inspection 1,139 L.F, 4,00 4,556 4,556
Tops and Inverts 5 EACH 300,00 1,500 1,725
Tie into existing 1 L.S. 1,250,00 1,250 1,250
Manholes 5 EACH 5,600.00 28,000 32.200
Sub-total 69,098 78,591
IUTlLITIES TOTAL 434,545 498.8551
PAVING AND PARKING LOT Quantity Unit Unit Cost Dry Wet
PAVING
Standard duty COQaete 7,665 S,F, 2.85 21,845 21,845
Regular duty asphalt 47,899 S.Y. 19,40 929,241 929,241
Heavy duty asphah 9,576 S.Y, 22,50 215,460 215,460
Heavy duty concrete stab/4' gravel base 8,072 S.y, 29.25 236,106 236,106
Sidewalks 7,131 S,F. 2.50 17,828 17,B28
Colored sidewalks 3,740 S.F. 6.00 22,440 22,440
Colored lex1ured -concrete plaza 13,650 S,F, 5,00 81,900 81,900
Plaza s'ruclute 1 Lump Sum 30,000 30,000 30,000
Curl> 14,308 L.F, 9,75 139,503 139,503
Sub-total 1,694,322 1,694,322
Page 2 of 5
Agenda Item,No, 16A9
Parking Lot April 13, 2010
Striping and Signage 1 Lump Sum 54,750.00 54,750 Page 6 'lt4~0
P~ing 101, U~hting (bases, conduit wiring, etc.) 46 EACH 2,500,00 115,000 115,000
Cart Corral 10 EACH 25.00 250 250
BoIlarda 7 EACH 250,00 1,750 1,750
Benches 41 EACH 1,400,00 57,400 57.400
Sub-total 229,150 229,150
PAVING AND PARKING LOT TOTAL 1.923.472 1,923.472
ITOTAL SITEWORK COST $5,692,039 $5,869,9041
OFF-SITE IMPROVEMENTS Quantity Unit Unit Cost Dry Wet
Buslnea Circle Drive
Utilities layout & Staking 1 Lump Sum 24,512.00 24,512 28,189
Ullllties Dewatering 1 Lump Sum 42,630,00 42,630 49,025
Storm Drainage 1 Lump Sum 429,815,00 429,815 494,287
Water Lines 1 Lump Sum 271,504,00 271,504 312,230
5aniWy Sewer 1 Lump Sum 401,578,00 401,578 461,815
Earthwork 1 Lump Sum 8n,046,oo 8n,046 1,008,603
Paving 1 Lump Sum 1.420,355,00 1.420,365 1 ,420,365
Concrete - curbs and sidewalk 1 Lump Sum 373,175,00 373,175 373,175
Silt Fence 21,786 L,F, 3,00 65,358 65,358
De-watering 1 Lump Sum 78,580,00 78,560 78,560
Surveying 1 Lump Sum 32,450,00 32,450 32,450
Sod 1 Lump Sum 48,76500 48,765 48,765
Landscape 1 Lump Sum 85,570,00 85,670 85,670
IlTigalfon 1 Lump Sum 20,000,00 20,000 20,000
Pump 1 Lump Sum 10,000,00 10,000 10,000
Fletaining wan 800 L.F, 112.00 89,600 89,600
10' Privacy wan 2,500 L,F, 135.00 337,500 337,500
6' Privacy Wall 1,025 L.F, 86,00 67,650 57,650
Geo T extiJe 130,855 S,F, 0,37 48,416 48.416
Goo Texlile planting 1 Lump Sum 50,700,00 60,700 60,700
Rip-Rap 1 Lump Sum 24,875,00 24,875 24,875
Mttigalioo 1 Lump Sum 798,600,00 798,600 798,600
Mitigalion - 3 lakes 1 Lump Sum 8,000,00 8,000 8,000
Exotic tree etadication Tract Rl 1 Lump Sum 9,750,00 9.750 9,750
RU, offsite ditch bay 4,888 C,Y, 10,00 48,880 48,880
Signalization 1 Lump Sum 100,294,00 100,294 100,294
Gazebo 825 S,F, 25,00 15,625 15,625
Fountains 0 EACH 12,000.00 0 0
Sub-total 5,724,176 6,021,168
OFF-SITE TOTAL $5,724,176 $6,021,168
Sanderson Reimbursement 1 L,S, ($1,841,058,00) ($1,841,058.00) ($1 ,841 ,058,oo}
Total Wal-Afan cost for Offsite 1m rovements 1 L.S, $3,883.118,35 $3,883,118 $4,180,110
Sub-total $3,883,118 $4,180,110
TOTAL WAL-MART OFF-SITE IMPROVEMENT COSTS $3,883,118 $4,180,110
OTHER FEES auanUty Unit Unit Cost Dry Wet
ENGINEERING A~D CONSULTING 1l1AU April 2003
(200020160) Ctvil engineering L.S, 328,867,50 328,868 328,868
(200020190) Geotechnical engineering L,S, 49,586,00 49,586 49,586
(200020190) GeoIechnical engineering (Off-Site) L.S. 3,267,00 3,267 3,267
(200020180) Environmental engineering (phase I) L.S, 2,000.00 2.000 2,000
(2000.20180) Environmental engineering (phase II) L.S, 4,586,00 4,586 4,588
(2000.20180) Environmental Eng. (Monitoring Wells) L.S. 3,548,50 3,549 3,549
(200020200) Wetlands engineering L.S, 35,500,00 35,500 35,500
(2000.20100) Traffic engineeringfRoadway Design L.S, 283,952,50 283,953 283,953
(200020210) survey EnQ, L.S. 124,000,00 124,000 124,000
(200020130) Landscape engineering-sile L.S, 35,825.00 35,825 35,825
(200020140) Broker Seller Assistance L.S, 37,500,00 37,SOO 37,500
Reimbursabte Expenses L.S, 12,On.36 12,On 12,On
Allocation L.S, 12,255,78 12,256 12,256
Sub-lotal 932,966 932,966
Page 3 oj 5
AgenGJa item, No. 16A9
April 13, 2010
E,,!GINEERING AND CONSULTING TO COMPLETE Page 7 of 10
(1750.005PO).Zoning L.S. 0.00 0
(2000:'20160) Civil Engineering L.S. 52,132.50 52,133
(200020190) Geotechnical Engineering L,S. 1,859.00 1,859
(2000.20190) Geotechnical Engineering loft-site) L.S. 0,00 0
(2000.20180) Environmental Engineering (Phase Q L.S. 0.00 0
(2000.201 SO} Environmental Eng. (Monitoring Wetls) L,S. 1,251,50 1,252
{2000.20200) WetlandslSpecies angin~ring L.S, 0,00 0
(2000.20100) Traffic EngineeringlRoadway Design L.S, 13,527,50 13,528
(2000.20210) Survey Eng. L.S. 0,00 0
(200020130) Landscape Engineering-Si1e L.S. 5,175,00 5,175
(2000.20130) Landscape Eng.-Urban Forester Deslgn L.S. 0,00 0
(200020140) Broker Sefler Assislance L.S, 0.00 0
(1800.15950) Construc1ion Observation CEe (On & Onsile) L.S. 157,150.00 157,150
Reimbursable Expenses L,S. 25,318.64 25,319
Allocation L.S. 10,928.22 10,928
Benderson to reimburse on art at off-site consult. Fees L.S, (227,259,00 (227,259
Sub-total 40,083
(1292) IMPACT & CONNECTION FEES BLOG SF= 225000
(2100.21010) Collier County Road Impact Fee 1 L.S. 1,015,650.00 1,015,650 1,015,650
(2100.21010) Impact Fee Credit for Righ1~ol.Way Dona1ion 1 LS. (850,000.00) (650,000) (850,000)
(210021010) Collier County Jail Impact Fee 1 L,S. 245,700.00 245,700 245,700
(2100.21010) ColJier Cnty Water, Sewer, and Irr. Impact Fee 1 L.S, 53,000.00 53,000 53,000
(2100.21010) Collier County Are rnpact Fee 1 L,S. 67,500.00 67,500 67,500
(2100.21010) Collier County EMS Impact Fee 1 L,S. 38,925.00 38,925 38,925
(2100.21010) CoUfer County BCAI Fee 1 L.S, 1,125.00 1,125 1,125
(2.100.21010) Collier County Radon Fee 1 LS. 1,125.00 1,125 1,125
2100.21010 Collier Cnt 1m act&Conn. Fees-Gas Station 0 L.S, 46,980,44 0 0
SlJb-lotal 573,025 573,025
(1292) PERMIT FEES
(210021010) Collier County Sile Plan Review Fee LS. 10,000.00
(210021010) CoIlierCnty Rdwy & Utl/ On-Sile Rev Fee L.S. 46,889,80
(2100.21010) Collier County Utll. On-Sile Review Fee L.S. 3,897,42
(2100.21010) Collier Cnty Bldg Permit Application Fee L.S. 30,000.00
(2100.21010) CoIIierCounly EJecl/MechIPlumb Fee L.S. 5,000.00
(2100.21010) FOEP WaterlSewer L.S. t ,000.00
(2100.21010) FOOT DrivewaylDrainagelUtilily L.S. 3,000.00
(2100.21010) SFWMD Perm<< Fee L.S. 2,000.00
Sanderson 10 reimburse on. art at off-sile Fees L,S, (24,714,00
SlJb-lotal
10THER FEES TOTAL $1,623.200 $1,623,2001
TOTAL CIVIL DEVELOPMENT COSTS $11,198,400
ARCHITECTURAL UPGRADE COSTS b
Spacial ElevaUons L.S, $6S0,000.00 $650,000.00 $650,000.00
Hurricane Code L.S, $100,000,00 $100,000.00 $100,000.00
S 'al Foundation LS, $100,000,00 $100,000,00 $100,000,00
IGRAND TOTAL $12,048,400 $12.523,300]
Civil Development Cost
Comparison to Approved REC OPC (Dry Costs) On-SI1. Oll-Slle Fees Total
REC Approved OPC (20% contingency) $5,211,000 $317,800 $1,956,900 $7,485,700
Pre-Closing ope (100h contingency) $4,906,200 $3,929,400 $1,671,100 $10,506,700
Final ope $5,692,039 $3,883,118 $1,623,200 $11,198,400
Percent Difference between REC Approved 9% 1122% -17% 50%
and Final OPC
Page 4 01 5
W AL-MART SUPPLIED ITEMS
Light,Poles
Rl9I1ularlig~tr~ute!
Rood'ifght fixtures
war-Mart ID Sign
TLE Sign
Cart Corral
(1296) Legal fees/site
46
46
4
2
,
10
,
EA.
EA,
EA.
EA,
EA,
EA,
l.S,
Agenda,ltem .NO. 16A9
April 13, 2010
Page 8 of 10
Notes
1. This opinion of probable cost is based on Case Contracting's ope Dated 4130103.
2. Quantity of cart corrals per WaI-Mart requirements. This amount reflects labor cost for cart corral assembly only. Materials wUl be
furnished by WaI-Mart
3. legal fees are in addition to this ope.
Page 5 01 5
Agenda Item No, 16A9
April 13, 2010
Page 9 of 10
RESOLUTION NO. 10-_
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,
FLORIDA AUTHORIZING FINAL
ACCEPTANCE OF CERTAIN ROADWAY AND
DRAINAGE IMPROVEMENTS IN MARKET
CENTER, ACCORDING TO THE PLAT
THEREOF RECORDED IN PLAT BOOK 41,
PAGES 60 THROUGH 61; RELEASE OF THE
MAINTENANCE SECURITY; AND
ACCEPTANCE OF THE MAINTENANCE
RESPONSmILITY FOR THE ROADWAY AND
DRAINAGE IMPROVEMENTS THAT ARE NOT
REQUIRED TO BE MAINTAINED BY THE
MARKET CENTER ASSOCIATION, INC.
WHEREAS, the Board of County Commissioners of Collier County, Florida, on
July 29,2003, approved the plat of Market Center for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and
drainage improvements in accordance with the approved plans and specifications as
required by the Land Development Code (Collier County Ordinance No, 04-41, as
amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and
drainage improvements and release of his maintenance security; and
WHEREAS, the Engineering, Environmental, Comprehensive Planning and
Zoning Services Department of the Community Development and Environmental
Services Division has inspected the roadway and drainage improvements, and is
recommending acceptance of said facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements in Market Center, pursuant to the
plat thereof recorded in Plat Book 41, pages 60 through 6], and the Clerk is hereby
authorized to release the maintenance security.
Agenda Item No. 16A9
April 13, 2010
Page 10 of 10
BE IT FURTI:lER RESOLVED AND ORDERED that the County accept the
future maintenance and other attendant costs for those roadway improvements within
Tract R-I Business Circle and Market Street, The drainage improvements throughout the
subdivision and within the right of way will be maintained by the Market Center
Association, Inc.
This Resolution adopted after motion, second and majority vote favoring same,
this_dayof ,2010,
DATE:
ATTEST:
DWIGHT E, BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
, Deputy Clerk
By:
FRED COYLE, CHAIRMAN
Approved as to form and legal
sufficiency:
JtJwyj
Steven T, Williams
Assistant Collier County Attorney