Agenda 06/10/2014 Item #16A 8 6/10/2014 16.A.8.
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 Indian Hill Estates, (Application Number AR-9784) 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"Indian Hill Estates, a subdivision of lands located in Sections 25 and 36, 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 Indian Hill Estates. These documents are
in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This
project is not in a PUD and is being developed utilizing Transfer of Development Rights
(TDR's) credits. 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 Indian Hill Estates be
approved for recording.
FISCAL IMPACT: The project cost is $7,913,832.89 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $3,249,260.00
b) Drainage,Paving, Grading $4,664,572.89
The Security amount,equal to 110%of the
project cost,is$8,705,216.18
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: $241,064.99
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6/10/2014 16.A.8.
The Fees are based on a construction estimate of$7,913,832.89 and were paid in May,2006,and
January,2014.
The breakdown is as follows:
a) Plat Review Fee($1,000.00+$5./ac) $ 3,650.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const.est.) $24,369.45
c) Drainage,Paving, Grading
(.75%const. est.) $ 34,984.30
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $73,108.35
e) Drainage,Paving, Grading
(2.25%const. est.) $104,952.89
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 endorse staff recommendations to approve the final
plat of Indian Hill Estates (Application Number AR-9784) for recording with the following
stipulations: 1
1. Approve the amount of $8,705,216.18 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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6/10/2014 16.A.8.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.8.
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 Indian Hill Estates, (Application
Number AR-9784) approval of the standard form Construction and Maintenance Agreement
and approval of the amount of the performance security.
Meeting Date: 6/10/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering&Environmental Services
5/13/2014 1:31:00 PM
Approved By
Name: PuigJudy
Title: Operations Analyst,Community Development&Environmental Services
Date: 5/20/2014 9:17:48 AM
Name: McKennaJack
Title: Manager-Engineering Review Services,Natural Resources
Date: 5/21/2014 10:17:27 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 5/21/2014 3:50:21 PM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 5/28/2014 7:51:25 AM
Name: IsacksonMark
Title:Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 5/28/2014 9:03:17 AM
Name: KlatzkowJeff
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6/10/2014 16.A.8.
Title: County Attorney,
Date: 5/28/2014 3:37:01 PM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 5/29/2014 3:27:49 PM
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6/10/2014 16.A.8.
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Packet Page -662-
6/10/2014 16.A.8.
IP Indian Hill Estates (a,.k.a. Knoliwoodi;
Engineers Opinion of Probable Cost
....----. PART'I-MOBILIZATION&MCIT
?EM' ---- CIMl7 ESTCdY EST UNO'COST EST ITEM COST
Mobilization � LS 1 $75 O00.0D : r5,000.00
Mobilization_M&E 10?/_- __------__-- LS 1 -63 1000.00 X35,000.00
Maintenance of Traffic_ ______ $1,000.00 55
LS 1 {X)0.00
Preconslruction A.udic)Video Records _ LS 1 $1000.0) 51,000.00
-----------
'8
Record C)rawir s - --
------ LS__ __ 1 A5(1DDO.Dry _ $1.SC1,000.00
F.el6 Office Trailer _-------DAY - - 270 $1.10.00 17,800.00
Project Ski ------ EA 2 $1000.DI 000.00
ESTIMATED SUBTOTAL 5205,800.00
PART 2-GENERAL
Erosion Control __- EA 1.0 _ $1:i000.00 15 000.00
Silt Fence ,1= 23 776__-- 51.30 a$3 ,286.40
Clearing 5 Grubbing_ __- _----- AC 44.4 _§11500_00 _166,8[10.00
IExcavalkm _- CY :291;:300 $2.00 _5891,900.00
Imported fill ------------ CY 152,700 512.00-_31,132,400.00
Landscaping_ -_-_--_-- LS •I $200.00(•_00 $200,000.00
lahtfnq -__-- EA 50 _ $1,_200.00--__360,000.0)
Concrete F'enel Wall---_----- -------- I.F -__11799 ----$00_00 _1143,170.00
Guard Rail 7.0(_
I.F 390 1
---- __-1 __- $6,630.00
Sod(BAHLAL --- AC _ 7.06 $5 000.00 _335,300.00
ESTIMATED SUBTOTAL. $3,285,086.40
PART 3-ROADWAY
ITEM - -- Ma EST OTY EST UNTr COST EST ITEM COST
Stabil¢ed Subgrad 122"LB 4.C! __--_Y' 55240 $3.00 _ $165.720.00
l.lrnernck Base i8'1.1511 1001 ;;l 4.4 871 $8.75 $392.621.25
I Asphalt Pavements1.5"Tyros S--L_--_ ___ SY 44 EI_71____ 4.75
S fiLr ge and St ping_ - LS L 1 15 0 0.00 $215000 00
Vall y urbaGutler __- L.F 27,611 $6.75 _31.813,171.75
Type"F"Curb _-_-- --- L.F 956 $775_ $1,409.00
Type"RA"Curb -_---_- L.F 189 $7..50 $1417.50
�� TYE'=D_Curb LF 107 $7.50 $802.50
5'Sidewalk ---_- IS V _15L C6 320.00 $31 ,120.00
Limerock Base L4"L.EF:1(Xf ---__- CY 15,606 -_67.00 51013,242.00
ESTIMATED SUBTOTAL $9,403,64125
PART 4-DRAINAGE SYSTEM
ITEM LIMIT EST On' EST UNIT COST EST ITEM COST
NIES 15" __--_-_-_- EA 3 $1,200.00 EE1600.00
NIES 24" EA 2 ;2 500.00 :65 000.00
MES 48" EA 1 $4,570.00 $mi 570.00
Control Structure -__ EA 1 _ $3,200.001 5:1200.00
Junction Eicx 4' EA 2 $2 500.0,D1 5111000.00
Junction Bcx 6' _ EA 3 $31000.001 59,000.00
Curb Inlet EA 55 $2,500.O2_ :3137,500.00
TyLxl"C"i:nletiStanclerd bottom) EA 14 $3.200.00' $14 600.00
Tyu C"inlet 1TyQ__J'baton EA 4 $3,50001, t 4,000.00
Tyz_'C'inleIVaDTT(Gutteri EA -_-_64 $3 500.00 t i41)00.00
Type"H"Bile': EA 1 _-$421X).00 1:4;200.00
Yard Drain • wA 11 _ $500.00 $5500.00
18"End Wall --------k IE.A 4 $000.00 118,1100.00
24"End Well 1E4 7 $2.400011 $162300.00
30"End'A'aII EA 9 53,000.00 $27,000.00
36"End Well - - EA 5' S 700.00 $18Si00.00
42"End Wall -_- ISA 4 SA600_00 $19,200.00
18"End,A'all FA 3 56,000.00 $48,000.00
Pipe•15'RCP LI: 274 $25_00 A61350.00
Pipe.18"FRCP LF 11049 $28.00__ 29 372.00
Pipe•24"RCP - I_I= _150 $32.1X) - $68,ES0000
Pipe 30"RCP -___- I-F 1075 $34.00_ $104,650.00
Pipe.36"RCP LI= ,4313 $80.00 1115,040.00
Pipe.42"RCP 1.F- 947 $105_00 _.99.435.00
Pio,48'RCP --------- LF" _31373 $125,00 -1_459,125.00
Ei_X6'Box Culvert _ LF 152--- $850.00 129 200.00
!ESTIMATED:SUBTOTAL. $1,610,242.00
,„■■
•
PPL-2006-A,A-9784 REV:2
Project:2005080052
Date:1I2128,12006 DUE: 1/299/07
H02 00 500 0012 00 5 574R Indian hIIIlF'PL#1\Coat Estimate of Ki40.LWC)t)-121306.xls Johnson Engineering
Packet Page-663-
6/10/2014 16.A.8.
110 Indian Hill Estates {a.k.a. Knollwoodl)
Engineers Opinion cif Probabie Cost
PART 5-POTABLE WATER
�.�
mat UNi7 EST OTY EST UNIT COST EST ITEM COST
&"PVC-C-900 DR 14 WM ---_LF 709 _ j35.00 524.815.00
E"F'VC-C-900 DR 18 W M ---_LF _16268 ____530.00 _5503,640.00
10"PVC-0-900 DR 14 Y✓IN
L.F1 91 __-_540.00 53640.00
10"PVC-•C-900 DR 18 WKI LF' 953 135.00 533 355.00
r Gate Valve __---__- CA 38 __-51300.00 $49-,400.00
10'Gate Valve - EA 3 $1.500.00 _-_ t500.0O
TEF EA _ 1 _ $18.500,00 _-51&500.00
Short Water Service LF 696 520.00 $1:3 920.0D
Loi V✓aterService ____ LF 3,041 $40.00__ $121640.00
simile Water Service ------- ---- --EP, 58 $400.00 523200.00
Double Water Service EA_ 79 570 00 _ $51300.00
Connect to Existincngtillty MlairL26"Main) ____ _,__EA___ _ __2___ $5500.00 A11 000.00
Temporary 6 kw-off(10_Ternpor3ryBow-off) EA_-- 3 $600.00 Si 800.00
B_Benis and Tees n ____-----__EA 101 $700.00 __-.70 700.00
10"Bends and Tees EA 5 5850.00 _E4 50.00
8_
10"xReduce:r EA - - 1 _ -5850.03 :50.00
Sampling Pojnt EA _ 16 $900.00 _114 400.00
tyd ant.AssernblowfVatee EA 38 $3 200.00 __ $.12',600.00
ESTIMATED SUBTOTAL 11,07-6,510.00
PART 6•IRRIGATION WATER
ITEM Y_-_-_- UNIT ES'r QTY EST UNIT COST EST tray COST
4"PVC-C-900 DR 14 IM LF 105 $25.01) 12 625.00
4"PVC-C;-900 DF.16 IM ----_ LF --- ..,_ :40.00 $156.200.00
6"PVC-C-900 DR 14 i'M_-_-___-------__ LI' 457 30.00 $13,710.00
6"PVC-0.900 DR 18 IM LF 4,485 125.00 $112.125.00
Blow-off CA 6 E600.00 $3,600.00
6'Gate Valve CA 13 $800.00 $10,400.00
------ ---- ----------
a"Gate Valve 14 4 -$600.00-----_.2,400.00
-------- ------=---
Air Release Vale EA 15 _ $300.00 541500.00
6'Bends and Tees --__--+ EA 6 _ $540_00 A3,240.00
4"Bends and Tees EA 35 1.260.00 __--$9,100.00
6'x4"Reducer EA 3 15140.00 _51,620.00
ESTIMATED SUBTOTAL. $3.19,520.00
PART 7-SANITARY SEWEIR______
ITEM --__ UNIT EST Q r( EST UNIT COST EST ITEM COST
13"PVC Gray Main - LF •15�264 __-$75.00 $1.144,800.00
Sanfaar 4 Manhole ----- ------ EA A --_---- 71 7 E;Ci0.00 /532,500.00
1_PVC-C-900 DR14 FM LF- 8. -- $25.00 $2`50.00
4"PVC-C-9C0 DR113 FM ---__- LF ----745 _$20.00 $14,900.00
6"PVC-C-90Ki DR14 FM -_- LF -------54 $30.010 _51 620.00
Ei PVC-C-9CK0 OR18 FM LF 1252 __-125.00 $43&00.00
4"Bends and Tees -__- CA 5280,00 $520.00
6"Bends and Tees EA 9 8540.00 $4,660.00
Air Release Valves EA 2 6300.00 _51600.00
E Lateral and Cleanout _- LF° _,E3 28 $20.00 576,500.00
Single Sewer Service EA 30 $1600.00 518,000.00
Double Sewer Service EA 92 1600.00 ____573.600.00
Connection to Existing F°Me Main EA 1 $7,000.00 $7,000.00
Lilt Station - -___--__-- EA L 2 51125,000.00y $250.000.00
ESTIMATED SUBTOTAL 12,172,750.00
Fill Required 2.50,000 CY
"'Excavation Onsite 297,300 C;(
'"Net Fill encoded 152.700 CV
r-.
N:CF 0050)00120055748 Indian Hill\P'L!Y'\Cost E:dinale of KNOLLN'OOD-'12I 306.,Is Johnson Engineering
Packet Page-664-