Agenda 06/09/2009 Item #16A 1
Agenda Item No. 16A 1
June 9, 2009
Page 1 of 12
EXECUTIVE SUMMARY
Recommendation to grant final approval of the roadway (private) and
drainage improvements for the final plat of Runaway Bay at Fiddler's Creek
with the roadway and drainage improvements being privately maintained,
OBJECTIVE:
To grant final approval of the infrastructure improvements associated with that
subdivision known as Runaway Bay at Fiddler's Creek,
CONSIDERATIONS:
1. On September 10, 2007, Engineering and Environmental Services
Department granted preliminary acceptance of the roadway and drainage
improvements in Runaway Bay at Fiddler's Creek.
2. The roadway and drainage improvements will be maintained by the
project's Community Development District.
3.
The required improvements have been constructed in accordance with the
Land Development Code. The Engineering and Environmental Services
Department has inspected the improvements and is recommending final
acceptance of the improvements.
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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 and drainage improvements will be maintained by the project's
developer and the Fiddler's Creek Community Development District.
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. This matter
is quasi-judicial and requires ex parte disclosures. A majority vote of the Board is
necessary for Board action. STW
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Agenda Item No. 16A 1
June 9, 2009
Page 2 of 12
RECOMMENDATION:
That the Board of County Commissioners grant final acceptance of the roadway
and drainage improvements in Runaway Bay at Fiddler's Creek 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 Engineer, Engineering and
Environmental Services Department
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Item Number:
Item Summary:
Meeting Date:
Page 1 of2
Agenda Item No. 16A 1
June 9, 2009
Page 3 of 12
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
16A1
Recommendation to grant final approval of the roadway (private) and drainage improvements
for the final plat of Runaway Bay at Fiddlers Creek with the roadway and drainage
improvements being privately maintained.
6/9/2009 9:00:00 AM
Prepared By
John Houldsworth
Community Development &
Environmental Services
Senior Engineer
Date
Engineering Services
5/2612009 9:08:49 AM
Approved By
Judy Puig
Community Development &
Environmental Services
Operations Analyst
Community Development &
Environmental Services Admin.
Date
Approved By
5/26/20093:27 PM
William D. Lorenz, Jr., P.E.
Community Development &
Environmental Services
Environmental Services Director
Date
Approved By
Environmental Services
5/26/2009 4:20 PM
Steven Williams
Attorney's Office
Assistant County Attorney
Date
Approved By
Attorney's Office
5/27/200911:19 AM
Jeff Klatzkow
County Attorney
County Attorney
Date
County Attorney Office
5/27/200911 :36 AM
Approved By
Joseph K. Schmitt
Community Development &
Environmental Services
Community Development &
Environmental Services Adminstrator
Date
Community Development &
Environmental Services Admin.
5/27/20098:31 PM
Approved By
OMB Coordinator
County Manager's Office
OMB Coordinator
Date
Office of Management & Budget
5/28/20099:35 AM
Approved By
Mark Isackson
County Manager's Office
Budget Analyst
Date
Office of Management & Budget
6/1/20098:36 AM
Approved By
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h/i/?009
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Agenda Item No. 16A 1
June 9, 2009
Page 4 of 12
Winona W. Stone
Assistant to the County Manger
Date
Board of County
Commissioners
County Manager's Office
6/3/2009 3:36 PM
file://C:\A2:endaTest\ExDort\ 131-June%209.%202009\ 1 h.%20rONSFNT%?OAGFNOA \ 1 i1A, i1/i/?009
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Agenda Item No. 16A 1
June 9, 2009
Page 5 of 12
PARCEL 31
BID SCHEDULE ItB"
DR.\INAGE IMPROVEMENTS
Furnishing and handling of all required materials. dewatering, bedding material (if necessary),
rock removal and disposal off-site (if necessary), installation, backfilling, compaction,
compaction testing in roadway areas, final grading, coordinating with other coordinating with
other contractors and utility companies, flushing, clean-up, seeding of all area disturbed by
construction, repair of any damage caused by construction and other items necessary to complete
the system and provide the owner with a complete working drainage system as sho\\'Il on the
drawings and specified on these contract documents.
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
B-1 15" RCP L.F. 196 $19 $3,724
B-2 18" RCP L.F. t ,987 $23 $45.701
B-3 24" Rep L.F. 280 $34 $9.520
B-4 36" RCP L.F. 491 $40 $19,640
B-5 V.G. Catch Basin EA. 14 $1.000 I $14.000
B-6 Catch Basin EA. 2 $1,000 $2,000
FOOT Type "C"
B-7 Junction Box EA, 3 $1 , 1 00 $3300
FDOT Type "C"
B-8 Junction Box EA. 3 $1,200 I $3.600
FDOT Tvpe "0" I
B-9 Remove existing L.S, 1 $2,500 $2,500
mitered end section &
connect to proposed
drainage system.
B-1O Construct rear lot line L.S, t S10,000 $10,000
swales and yard drains
B-ll 18" Flared End EA. 6 $600 $3,600
B-12 24" Flared End EA. 2 $900 $1,800
B-13 I 36" Flared End EA. 1 $1,000 $1,000 !
Total Bid Schedule "Bt! $120,385
}:'J::.F\FlODLER'S CREEK\fC13I'LliPomol 31 Cost Est fob 06.DOC
Page 20f6
Agenda Item No. 16A 1
June 9, 2009
Page 6 of 12
PARCEL 31
BID SCHEDULE "c"
SANITARY SEWAGE COLLECTION SYSTEM
Includes furnishing and handling of all required materials, connection to other pipelines, all
excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction
testing in roadway areas, televised tape, infiltration and exfiltration testing, flushing, grouting,
clean-up including resodding areas previously sodded, seeding all areas disturbed by
construction, providing complete as-built drawings and other items necessary to complete the
system and provide Owner, DEP and Collier County with a complete working sewage collection
system as shown on the drawings and specified in these contract documents.
ITEM DESCRIPTION UNIT QUANTITY UNIT PRlCE TOTAL PRICE
C-l 8" Gravity Sewer L.F. 2,123 $16 $33,968
0'-6' Cut
C-2 8" Gravity Sewer L.F. 935 $19 $17,765
I 6' - 8' Cut
C-3 8" Gravity Sewer EA. 404 $24 $9,696
8' - 10' Cut
C-4 8" Gravity Sewer L.F. 450 $29 $ 13,050
10' - 12' Cut
i C-5 18" Gravity Sewer L.F. 100 $34 $3,400
12'-14'Cut
C-6 8" Gravity Sewer L.F. 45 $39 $1,755
14'-16'Cut
C-7 Manhole 0' - 6' Cut EA. 8 $1,350 $10.800
I C-8 Manhole 6' -8' Cut EA. 6 $1.590 $9,540
I
C-9 Manhole 8' - 10' Cut EA. 3 $1,840 $5.520
C-I0 I Manhole 10' - 12' I EA. I $2,090 $2,090
Cut
C-ll Manhole 12' - 14' EA. I $2,340 $2,340
Cut
i C-12 Pump Station L.S. I $50,000 $50,000
i C-13 4" Force Main L.F. 2,850 $9 $25,650
I C-14 Connect to existing L.S. I $3,000 $3,000
! 4" frame
C-15 4" M1 Bends EA. 5 $175 $875
C-16 Service Laterals EA. 29 $450 $13,050
Total Bid Schedule "c"
$ 202,499
J'l>FFIDDLER'S CREEK\FClJPll\Parcd 31 Cost Est Fob 06 DOC
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Agenda Item No. 16A 1
June 9, 2009
Page 7 of 12
PARCEL 31
BID SCHEDULE "D"
WATER DISTRIBUTION SYSTEM
Includes furnishing and handling of all required materials, joint restraint, thrust blocks,
connection to other pipelines, all excavation (including rock and over-excavation if necessary),
dewatering, bedding material (if necessary), pipeline installation, back filling (imported fill if
necessary), compaction, compaction testing in roadway areas, pressure testing, disinfecting
pipelines, flushing, clean-up including resodding areas previously sodded, seeding all areas
disturbed by construction, providing complete as-built drawings and other items necessary to
complete the system and provide the Owner, DEP and Collier County with a complete working
water distribution system as shO'wn on the drawings and specified in these contract documents.
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
D-l 8" C-900 CLI50 L.F. 4,498 $12 $53,976
PVC Water Main
D-2 8" C-900 CL200 L.F. 69 $13 $897
PVC Water Main
D-3 8" lnline Gate Valve EA. 6 $730 $4,380
D-4 BSV (Permanent) EA. I $700 $700
D-5 Connect to Existing L.S, 1 $4,500 $4,500
8" Water Main
including jumper
assembly and temporary
meter
D-6 Water Services EA. 27 $500 $13,500
D-7 Fire Hvdrant Assembly EA, 11 $1,690 $18,590
D-8 Bends & Fittings EA. 12 $125 $1,500
Total Bid Schedule "D"
$ 98.043
J:\E-FIF!DDLER'S CREEK'lFCI3Pl1\Parcd 31 Cost Est F.b 06 DOC
Page 4 of6
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Agenda Item No. 16A 1
June 9, 2009
Page 8 of 12
PARCEL 31
BID SCHEDULE "E"
ROADWAY CONSTRUCTION
Roadway construction complete per Collier County specifications including compacted fill,
stabilized subgrade, stabilized shoulder, limerock base, tack coat, asphaltic concrete, required
testing by an independent laboratory, roadside grading for full width of right-of-way and
easements, finish grading, seeding, mulch and I foot strip of Floritam sod at edge of valley
gutter.
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE
E-l 1 ~ Asphalt S.Y. 12,494 $3.00 $37,482.00
(23/4" Type S-3 Lifts)
E-2 6" Limerock Base S.Y. 12,494 $5.00 $62,4 70.00
E-3 12" Stabilized Subgrade S.Y. 16,762 $2.00 $33,524.00
E-4 24" V alley Gutter L.F. 9,173 $4.50 $4 1,278.50
E-5 Type "E" Mod. Curb L.F. 120 $7.00 $840.00
E-6 Type "A" Curb L.F. 145 $7.00 $1,015.00
E-7 I'Sod L.F. 9,438 $0.20 $1,888.00
E-8 Seed & Mulch AC 7 $1,790.00 $12,530.00
E-9 24" Stop Bar L.F. 2 $50.00 $100.00
E-IO Signage, all signs and Lump $3,500.00 $3,500.00
sign posts as shown on Sum
the plans
E-Il Reflective Pavement Lump $450.00 $450.00
Markers Sum
E-12 Street Lights, complete EA. 20 $1,500.00 $30,000.00
(See Pelican Electric
Plans)
E-13 Connect to Existing L.S. I $5,500.00 $5,500.00
E-14 Conduit L.S, 1 $10,000.00 $10,000.00
E-15 Landscape L.S. 1 $ I 0.000.00 $ I 0,000.00
Total Bid Schedule "E"
$ 250.578
],\E.F\F1DDLER'S CREEK\FC 13PL T\P=\ 31 COSt Est Fob 06 DOC
Page 5 of6
Agenda Item No. 16A1
June 9, 2009
Page 9 of 12
PARCEL 31
BID SCHEDULE "AU
CLEARING AND EARTHWORK
The developer will have cleared, grubbed, filled and compacted the site prior to the site
contractor taking control of the job site. The developer will prepare the site with the final rough
finish grade equal to 6.0':t: NGVD. The site contractor shall then be responsible for constructing
the building pads, roads, berms, swales with imported clean sand material.
A-I. Imported off-site clean sand fill including placement and compaction offill to construct
the building sites, roadways, berms, swales and other areas as depicted on the plans
and/or designated by the Engineer in the field, including compaction testing in roadway
areas, per cubic yard truck measure.
UNIT QUANTITY UNIT PRICE TOTAL PRICE
Cubic Yard 0 $6.00 $0
A-2. Construct silt fence and maintain in place until completion of construction per plan and
details per lineal foot installed.
UNIT QUANTITY UNIT PRICE TOT AL PRICE
L.F. 9,423 $2.25 $21,202
Total Bid Schedule "AU
$ 21,202"00
: [.i' FlDDLER'S CRfF.K\FCDPLT\P."",IJI eml ESl Fob 06.DOC
Page I 0[6
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Agenda Item No. 16A 1
June 9. 2009
Page 1 0 of 12
BID SCHEDULE SUMMARY
SCHEDULE "A" Clearing and Earthwork $ 21.202
SCHEDULE "Brt Drainage Improvements $120,385
SCHEDULE "C" Sanitary Sewage Collection System $ 202.499
SCHEDULE liD" Water Distribution System $ 98.043
SCHEDULE "E" Roadway Construction $ 250.578
TOTAL BID
$692,707.00
Bond Amount:
$692,707 x 110% = $761,978.00
J:\E-F\FrODLER'S CREEK\FCl3PL1\Parcel 31 COS! Est Feb 06.00C
Page 6 of6
Agenda Item No. 16A 1
June 9, 2009
Page 11 of 12
RESOLUTION NO, 09-
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,
FLORIDA AUTHORIZING FINAL
ACCEPTANCE OF CERTAIN ROADWAY AND
DRAINAGE IMPROVEMENTS IN RUNAWAY
BAY AY FIDDLER'S CREEK, ACCORDING TO
THE PLAT THEREOF RECORDED IN PLAT
BOOK 45, PAGES 25 THROUGH 27; RELEASE
OF THE MAINTENANCE SECURITY; AND
ACCEPTANCE OF THE MAINTENANCE
RESPONSIBILITY FOR THE ROADWAY AND
DRAINAGE IMPROVEMENTS THAT ARE NOT
REQUIRED TO BE MAINTAINED BY GB 31,
LTD., AND THE FIDDLER'S CREEK
COMMUNITY DEVELOPMENT DISTRICT
WHEREAS, the Board of County Commissioners of Collier County, Florida, on
February 20, 2002, approved the plat of Runaway Bay at Fiddler's Creek 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 and Environmental Services Section 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 Runaway Bay at Fiddler's
Creek, pursuant to the plat thereof recorded in Plat Book 45, pages 25 through 27, and the
Clerk is hereby authorized to release the maintenance security.
Agenda Item No. 16A 1
June 9, 2009
Page 12 of 12
BE IT FURTHER RESOLVED AND ORDERED that the County accept the
future maintenance and other attendant costs for those roadway and drainage
improvements that are not required to be maintained by GB 31, Ltd., and the Fiddler's
Creek Community Development District.
This Resolution adopted after motion, second and majority vote favoring same,
this day of ,2009.
DATE:
ATTEST:
DWIGHT E. BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
, Deputy Clerk
DONNA FIALA, CHAIRMAN
Approved as to form and legal
sufficiency:
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Steven T. Williams
Assistant Collier County Attorney