Agenda 09/09/2014 Item #16A12 9/9/2014 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 Quarry Phase 7, (Application Number PL20130002458) 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 Quarry Phase 7, a subdivision of lands located in Section 23, 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 Quarry Phase 7. These documents are in
compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is within the Heritage Bay PUD, Ordinance 03-40, 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
n 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 Quarry Phase 7 be
approved for recording.
FISCAL IMPACT: The project cost is $673,746.59 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $135,496.00
b) Drainage,Paving, Grading $538,250.59
The Security amount, equal to 110%of the
project cost,is$741,121.25
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: $21,252.40
The Fees are based on a construction estimate of$673,746.59 and were paid in March,2014.
Packet Page-568-
9/9/2014 16.A.12.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00+$5./ac) $ 1,040.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $ 1,016.22
c) Drainage,Paving, Grading
(.75%const. est.) $4,036.88
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $3,048.66
e) Drainage,Paving,Grading
(2.25%const. est.) $12,110.64
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 endorses staff's recommendation to approve the
final plat of Quarry Phase 7 (Application Number PL20130002458) for recording with the
following stipulations:
1. Approve the amount of$741,121.25 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 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
Packet Page-569-
9/9/2014 16Al2.
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 Quarry Phase 7, (Application
Number PL20130002458) approval of the standard form Construction and Maintenance
Agreement and approval of the amount of the performance security.
Meeting Date: 9/9/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Natural Resources
7/10/2014 9:42:46 AM
Approved By
Name: McKennaJack
Title: Manager-Engineering Review Services,Natural Resources
Date: 7/25/2014 11:50:16 AM
Name: PuigJudy
Title: Operations Analyst,Community Development&Environmental Services
Date: 8/5/2014 8:30:06 AM
Name: StoneScott
Title:Assistant County Attorney, CAO Land Use/Transportation
Date: 8/19/2014 9:19:47 AM
Name: MarcellaJeanne
Title:Executive Secretary,Transportation Planning
Date: 8/21/2014 10:15:10 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 8/21/2014 2:55:22 PM
Name: IsacksonMark
Packet Page-570-
9/9/2014 16.A.12.
Title:Director-Corp Financial and Mngmt Svs,Office of Management&Budget .--�
Date: 8/21/2014 3:02:02 PM
Name: FinnEd
Title:Management/Budget Analyst, Senior,Transportation Engineering&Construction Management
Date: 8/21/2014 4:30:26 PM
Name: OchsLeo
Title: County Manager,County Managers Office
Date: 8/25/2014 2:33:58 PM
Packet Page-571-
9/9/2014 16.A.12.
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■ 1111116.
PPL-PL20130002458 REV: 1 9/9/201416.A.12.
• QUARRY SOUTH BE.A,CHI
DATE: 3/13/14
,iolooN., DUE: 4/10/14
■
11111
��1 QUARRY SOUTH BEACH
1111'7
J .R . OPINION OF' PROBABLE COST
C:\'/COI S ENGINEERING;
RE=V'00 FEBRUARY 1 01
P
[O▪ U.ARRY SOUTH SE,4C:Fi�—__—„ I
EROSION CONTROL = $8,000.00
EARTHWORK =---- _--_ $299,440.00
-----------
-
PAVING —_---____—_—_----- _ $131,393.39
DRAINAGE _ $79,417.20
LANDSCAPING _—__--- $20,000.00
LIG--ITING _ _ __ $17,600.00
— — Total Paving,Earthwork,Landscape,Lighting&Drainage Costs — _ $538,250.59
▪ERDSION CONTROL --
DESCRIPTION UNIT CITY UNIT PRICE `TOTAL PRICE
[Lump Sum Estimate _ LS _ 1 —__$8!)00.00 _ $8,000.00
---- — SUBTOTAL. $8,000.00
EA-RTHWORK
•
... ..;4`
DESCRIPTION- UNIT QTY '•UNfr PRICE. TOTAL PRICE
Stripping/Cut Buy er AC_--- 12.9 $450 00 _ $5,805.00
Site Gradinglincl.Detention/Berms/FinallfA,sc j _ AC 12.9 $650.00 $8,385.00
Shoreline Excavation of Lake B-1 CY 9E,000 x$1.90 $186,200.00
Rip-Rap Shoreline(4.5 ft nal_ ----_—_-- _ SY _--- 2.850 —_—_ $33.00 _— $94,050.00
Demolition LS 1 $5,00 .00 _-- $5,000.00
`_ SUBTOTAL _-- $299,440.00
PAVING ____
_ DESCRIPTION _-__. UNIT-:.• QTY UNIT PRICE TOTAL PRICE
314"'Asphalt Concrete(type S-11181st lift — _ S1' _—_-83 $3.74__ $310.42
3/4 Asphalt Concrete(type S-III'2nd lift SY 83 $3.74 $310.42
4"Limerock Baselcompact 8. rim fl ____ _ SY__ ! 226 $4.00 $904.06
6"Limerock Base(compact 8.prime) _—_—__— SY —_ I 83 —_—_ $7.10 � $589.30
9"Limerock Base(compact 8.prim SY I 2,504 $7.00 $17,528.00
12"Stabilized Sub_grade SY J__ 3,317 $2.00 $6,634.00
4"Concrete Sidewalk SY ! 75 —__-- $21.79 $1,634.25
Pavers w/Bedding Sand — — SF__—J_ 22,500 $3.30 $80,850.00
Ty2e"A"Curb —_---_.,44.1111117 ii • LF 110 __— $11.88 $1,306.80
TEe"D"Curt! ---4'%,'arc—HAI '.i, LF--- 78 $9.90 $772.20
Valley Gutter .•'., _ •�_N.;�,E _, e.:==_F 2,0(16__— $7.00 $14,665.00
Tragic Signzi2e and Stripin ,i ., �`_— k __ __ 1 — 5,000.0(1 $5,000.00
Sod 2'back of curb) - •17' t4E`' 39 • i f -- 508 $1.75 $889.00
-- , — t • (Y: �- __ SUBTOTAL _-- $131,393.31 _
•�. Cad. -,,cl.O`tt��\w� �.`�.. Dani, C. Hartley, P.E.
'� FL License No. 73943
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QUARRY SOUTH BEACH
OPINION OF PROBABLE COST
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DRAINAGE
— DESCRIPTION UNIT" '-, ,-'I QTY, -;-' ', UNIT PRICE TOTAL PRICE
aping Exist II Structure EA 1 $1,500.00 $1,500.00
18"I2CP LF 380 $27.44 $10,427.20
24"RCP LF 518 $36.05 $18,673.90
36"RCP LF 40 $59.04 $2,361.60
36"Flared End EA 1 11,800.00 $1,800.00
Junction Box EA 1 12,420.00 $2,420.00
ly2)"C"Inlet EA 2 11,920.00 $3,840.00
Valley Gutter Inlet EA 4 $3,050.00 $12,200.00
8"PVC Drainace LF 725 $14.00 $10,150.0C
12" DVC Draira.ge LF 365 $15.30 $5,584.50
Yard Drain EA 13 — $920.00 $11,960.0C
SUBTOTAL. $79,417.20
.----
LANDSCAPING
DESCRIPTION UNIT F QTY UNIT PRICE -. % -. T OTALPR I C E'
Code Minimuri Lardscapirc LS 1 $20,000 00 $20,000.0C
SUB TOTAL $20,000.0C
LIGHTING
-
.- UNIT- ,- i CITY• UNIT PRICE L TOTA PRICE ---'
t Poles EA 8 $22)0 OC $17,600.00
_
SUBTOTAL $17,600.00
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J (('�� c r { ( ( (+ ` r[ 1-1), p I OPINION OF PROBABLE COST
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DO-ABLE\NATEF;!FIRE _ $60,556.00
VVASTEWATE:R = $64,080.00
IRRIGATION = $10,860.00
Total Utility Construction Costs = $135,496.00
POTABLE WATER I FIRE — __
_ �._ DESCRIPTION _ _ UNIT _ .'C1T UNIT PRICB T4 R10E:
•Tying Sleeve&Valve �--_--_—__� EA -_ 2 _ $6_490.00 $12,980.00
•o CL 200 PV0'_jDR1L) ______________ ____ _ LF 70 __—$16.00 $1,120.00
8"CL 150 PVCiDFl18) _---____—_— LF ___---- '1,086 $21 00 _-- $22,806.0C,
5"Gate Valve EA 2 $1_000.00 $2,000.00
8"Gate Valve EA 1 $1,220.00 $1,220.00
Sinc le Water Service Extention EA__—_— 6 $530.00 _-- $3,180.00
Double Water Service Exi:ention EA 4 '$880.00 $3,520.00
2"Water Service Lines LF __-57 $7.00 $350.00 --
FDC __-- ---------_—__-- EA --- 1 51,500.00 $1,500.00
3=SDR 11 HDF'E:fire main LF 72 $10.00 $720.00
Permanent Bacterial Sample Point EA 1 $1,350.00 $1,350.0C
Fire Hydrant_ EA 3 53,270.00 $9,810.00
SUBTOTAL $60,556.0C
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rill'' �` QUARRY SOUTH BEACH
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J .ic. L.i1/AINI SI [_.1 NICE.;11\1E C_1__1\IN 11==' F:EV00 FEBRUARY Page 20
41 41
"WA STEWATER�_____M�
DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE !'
Connect to Exist ng _ EA 1 --____— $1,500 00 _-- $1,500.0C
Manhole 0'-6'cut EA 1 $3,510.00 $3,510.0C
Mar hole 6'-8'cut: EA 1 $4,.400 00 $4,400.0C
Mar hole 8'-10'cut EA 2 $5,2i0.00 $10,400.0C
.Marhole 10'12'cu: --------------- EA----_-2 56_15100 $12,300.0C
8"PVC(SDR 26L6'-8'cut LF _---__ 247 $23.00 $13,110.0C
8"PVC(SDR 26L8'-10'cui�—_----_--__-_- LF 570--- _-_—_---$30.00--- $6,360.00
.8"PVC(SDR 26L10'-12'rui --_-- —_—__-- _ LF 1.L._-- —_$_40.00 $8,000.00
6"Sanitary Lateral LF 20(1 $12.00 $2,400.00
6"C leanout EA 7 —__ $300.00_-- $2,100.00
--- - --
SLII3TOTAL $64,080.00
IRRIGATION
DESCRIPTlDhi .. UNIT -QTY.- UNIT PRICES TOTAL PRICE, `'•;,
4"FVC LF � 1,086 $10_00_-- $10,860.00
Ta2ping Sleeve&Valve ------------' _ EA__—L_ 1 $6,490.00_— $6,490.00
16"HDPE(DR 11)casincLdireclional drill ___---_ _ LF---__L__-__45 ____ __ $150.00 $6,750.00
SUBTOTAL $10,860.00
\01� 111trf,,
c� 73943
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°�o-t►0',� STATE OF ,'
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Dandel C. Hartley, P.E.
F:l_License No.73943
Packet Page-578-