Agenda 12/09/2014 Item #16A15 12/9/2014 16.A.15.
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 Heritage Bay Commons — Tract D Replat, (Application Number
PL20130002392) 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 Heritage Bay Commons — Tract D Replat, 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 Heritage Bay Commons—Tract D Replat.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. This project is within the Heritage Bay PUD, Ord. 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 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 Heritage Bay Commons
—Tract D Replat be approved for recording.
FISCAL IMPACT: The project cost is $605,556.35 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $147,908.00
b) Drainage, Paving, Grading $457,648.35
The Security amount, equal to 110% of the
project cost, is $666,111.99
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: $19,286.69
The Fees are based on a construction estimate of$605,556.35 and were paid in August, 2014.
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12/9/2014 16.A.15.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,120.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $ 1,109.31
c) Drainage, Paving, Grading
(.75% const. est.) $ 3,432.36
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) $ 3,327.93
e) Drainage,Paving, Grading
(2.25% const. est.) $10,297.09
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of
Adequate Public Facilities prior to the issuance of the construction plan final approval letter.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
RECOMMENDATION: That the Board of County Commissioners endorses staff's
recommendation to approve the final plat of Heritage Bay Commons — Tract D Replat
(Application Number PL20130002392) for recording with the following stipulations:
1. Approve the amount of$666,111.99 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, Growth Management Division
Attachments: 1) Location Map 2)Plat Map 3) Opinion of Probable Cost
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12/9/2014 16.A.15.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.15.
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 Heritage Bay Commons -Tract D Replat, (Application Number
PL20130002392)approval of the standard form Construction and Maintenance Agreement and approval
of the amount of the performance security.
Meeting Date: 12/9/2014
Prepared By
Name: houldsworth_j
Title: Site Plans Reviewer, Senior,Natural Resources
Approved By
Name: matthewmclean
Title:Project Manager,Principal, Operations and Regulatory Management
Date: 11/20/2014 12:30:45 PM
Name: puig_j
Title: Operations Analyst, Community Development&Environmental Services
Date: 11/20/2014 04:58:49 PM
Name: scottstone
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 11/20/2014 05:45:23 PM
Name: NickCasalanguida
Title: Administrator-Growth Management Div,Business Management&Budget Office
Date: 11/23/2014 09:55:41 PM
Name: klatzkowjeff
Title: County Attorney,
Date: 11/24/2014 08:52:39 AM
Name: markisackson
Title: Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 11/24/2014 09:16:34 AM
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12/9/2014 16.A.15.
Name: ochs_l
Title: County Manager, County Managers Office
Date: 11/30/2014 07:49:53 PM
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PPL:20i 30002392 12/9/2014 16.A.15.
HERITAGE SAY COMMONS
TRACT[)
DATE: 8/19/14
' !I m DUE: VI 7/14
DAVIDSON --
-
ww I:G a o,engineenng Corr, 4365 Radio Road, Suite 201 • Naples, FL.34104 • P(239)434.6060 • F(239)434.6084
OPINION OF PROBABLE COST
Heritage Bay Commons Tract D
SECTION 23,TOWNSHIP 48,RANGE 215
Collier County, Florida
PREPARED FOR:
Cameron Partners II, LLC:
11536 Quail Village Way
Naples,, FL 341.19
PREPARED BY:
Davidson Engineering, Inc.
4365 Radio Road;Suite 201
Naples, Florida 34104 ii
'a f,t-$t J3 E'
s J,uy � f ' ..,,
�y 1 t i e' P.E 41;1sf1, i C- 7 0: °1
e- -'Company ICI No. .* 'dC,iIy3Nu0p.0,,, l��
'/ Ill!16110s
August 1, 2014
Packet Page-1039-
12/9/2014 16.A.15.
Di 4365 Radio Road Suite 201 7/29/2014
Naples, FL 34104
DAVI"DSC 7hl ?H.: 239.434.6060
Fax: 239.4°9.6064
Heritage E3a Tract E
---------------------- -------------------------------------
_-_-- SUMiMIARY OF CONSTRUCTION COSTS
_--Davidson Engineering, Inc..
�.-- ------ Prepared By: / law----------------
-- ----------- Date Prepared: / 7/29/2014 —_—
Desu'IptIon
Earthwork -------------- -----------I = [$-------.51,255.95
Pavement/ C:oncrf_te _-_--- ---------_� __-- 154 814.90
1aIndsci3_ini;, Irrigation and Lighting_ � $
Water Utilities -------- ----~--- ���------136,322.00
Sanitary Utilities _—__LT$ ____—____61,586.00
Drainage Utilities ---_--_ $ _— 219,077.50
Total of Con Struction Costs ---------- T $ 605,555.35
"This EOPCC is intended to provide estimates for permit fee generation only
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`
12/9/2014 16.A.15.
.
Heri%
SUMMARY OF CONSTRUCTION COSTS- EARTHWORK
Prepared Davidson / jaw
fa rthwork Description
! --------
-------_-------_----__----_-_-__- --__-_ --___--_-----_._-_-____�
Quantity Unit Cost
-------------------- ----- -----------------
Si|tFence Z'98D LF $0.98 2,920.40
Clearing -------------------------- ------- ---------------------------'
and Grubbing AC $Z�O�D[ = -
Tern Ternporary Construction Ent. / Exit 181 SY $8.80 1,592.80
-------------------------------------- ------- --------------
Removal of Pavement .SY $1.31 = $ -
fEis1i P
Imported Fill 1'2O7 | '�Y 15,087.50
--- ------------------ ---- | ----------------
Hydro-seeding 1,525 | 5Y $0.36 = $ 549.00
Sod 2,025 :S 3,422.25
Site Gradin 6,92Ii 27,684.00
Additional Fees:
-
----------- ---------- I = $
= $ -
Total of Construction Costs ' Earthvvork --= f �-- 51'255.95
---------------------' ---------- ---
`
*This EOl'CC is intended to proeids estimates for permit fee generation onI .
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Heritage Ba Dust D
------------- - -------------------------
SUMIVIAIR.Y OF CONSTRUCTION COSTS - PAVEMENT
Prepared By: Davidson Engineering, inc. / jaw
--_ Pavement ii sclri2t_ion j_— —--------------------
_---------------- Quantity Unit Cost------------
Asphalt- 2" Type S-Ill (2- lifts) _3_391 Sy $s.o0-_--...= S. 27,128.00
8" Limerock Base 3,560 SY x$9.00_--= $ 32,040.00
12" Stabilized Subgrade ---____—_ ____—x,738 SY $2.27 = $ 8,485.26
Type F Curb - Forming: and Concrete 2_3330 LF $10.66 ;> 24,837.80
3'Valley(Sutter Curb ----- 276 u_ $10.999—_—= ;> 3,033.24
6" Thick Concrete Sidewalk 13,564 SF $4.15 = 56,290.60
Signage & Striping= ---__—_—____-- ---__-1 is $2,500.00--�_$ 2,500.00
• Additional Fees:
ADA Mats; 2 Era $250.00 = $ 500.0
Total of Construction Costs—Pavement ---_ in ti 154,814.90
'This EOPcC is intended to provide estimates for permit fee generation only.
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I-ieritaie Flay Tract II
SUMMARY OF CONSTRUCTION COSTS - LANDSCAPING if LIGHTING
Landscaping Estimate Prepared By: C) / 0
—__Site Lighting Estimate Prepared By ------ 0 —_—_—_--__— 0
---- ----------------- ----------------------------
LalndscapiiingDescription
Quantity Unit Cost
-------___________---- ----- -------- -----
Landscaping 1_-- LS $20,000.00 = $ 20,000.00
Irrigation System -- 1--- LS $2,300.00 = $ 2,500.00
Site Lighting __- 1 LS $10,000.00 = 1 $ 10,000.00
- --------------------- ------------- --
Additional Fees:
i 1 = e
Total of Construction Costs• Landscaping & Liighting $ 32,500.0C
*Tits EOPCC is intended to provide estimates for.permit fee generation only.
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Heritage Bay Tract D.
_—__—_--SUMIIMARY OF CONSTRUCTION COSTS• WATER UTILITIES
—
_—_ —_ Prepared By_ Davidson Engineering,Inc. jaw
_—_y _—_
------Descriiptron------------C-----____--��-----------
C900 CL150 DR 18 & CL2Cl0 DR-14 PVC Quantity Unit Cost
--- ------- -------- ---------- —
8" Water I Fire Main 1,282 LF =_-� $21.00 = $ 26,922.00
Fittings: Lurrip Sum for Proposed Site _ _- 1 LS $3,500.�00 = $ 3,500.00
Valves: Liurnp Sum for Proposed Site T-_—_1 LS $8,500.00 = $ 8,500.00
Tapping Sleeve &Valve: — --_-- ----------___-- —
--------- --
24." Water Main 1 EA, $7,000.00 = $ 7,000.00
Fire Hydrant Assembly w/Vallve -- 3 EA $4,200.00 = $ __— 12,600.00
8" Blow-Off Assembly vv/TSP -_—__- 8 EA $850.00 = $ __— 6,800.00
Air Release Valve (ARV) 5 EA. $3,500.00 = $ 21,000.00
Additional Fees:
i F. ,., -
Total of Construction Costs - Water Utiliities r = $ M 86,322.00
*This EOPCC is intended to provide estimates for permit fee generation only,
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He ritale Bay Tract D
— —SUMMARY OF CONSTRUCTION COS'T'S- SANITARY UTILITIES
Prepared By: Davidson Engineering, Inc. / jaw
---- -------------------- ------ -------------------
Description
—
Gravity Pipe (8" PVC:5DR26)_ dept:h_- ------ ---------- _ _
6' 8' :350 L.F $ 24.00 = Es 8,400.00_
g'..10' 1 x350 L.F ;---- 2S�.�DO = 10,150.00
--- ------------------- ---350 L F -----2--00----
10'-12' —_-- _352 LF . 43.00 = 15,136.00
•Manholes:
> 15' Deep, Ibut<= B' Deep I I EA, $ 4,200.00 = $ 4,200.00
>3' Deep ___- -_—_ 3 EA $ 5,000.00 $
M isc. Fees:
--- ------------------- ------------ ----- ---6" Lateral: (PVC SIDR26) 150 L F $_—_ 10_00 = $
6" Cleanout Pipe --- 12 EA $ 425.00 = $ 5,100.00
Additional Fees:
ss;
--------------
----- ------- --- ---------- — ----
— ----------------------- ---------- ----------- — -
Total of Construction Costs - Sanitary Utilities -= $ 61,586.0C
`This EOPCC is intended to provide estimates for permit fee generation only.
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1-teritaIe Bay Tract D
--_---_—
SUMMARY OF CONSTRUCTION COSTS-'DRAINAGE UTILITIES - —
- -_ —_ -w—_ - Prepared By: Davidson Engineering Inc. / jaw ----
---- ----------------- ---------------
Circular-RCP: Quantity Unit Cost
12" Reinforced Concrete Pipe ------LF ---- $20.00 $w_w_
1.5" Reinforced Concrete Pipe 199 LF $20.50 = $ 4,079.50
18" Reinforced Concrete Pipe_------ ---_--- i,-F r,27.00---_-- $
Reinforced Concrete Pipe __-206 LI=---- $3800-__-� $ 7,828.00
- -------- -------- -
Ei0" Reinforced Concrete Pipe 980 11 $48.50 -- $ 47,530.00
Ei6" Reinforced Concrete Pipe 20 I_I= $60.00 = $ 1,200.00
---- ------- -------- ----------------- ----
42 Reinforced Concrete Pipe LF $88..50 = $ -
48" Reinforced Concrete Pipe 475 LF 5110.00 $ 52,250.00 ,
Elliptical-RCP: 1
S"X60" Reinforced C:onc:rete Pipe I_ —_222 I IS 1 $100.00--[_: — 22,200.00
Drainage Structures: —_ _
--- ------------ —
F DOT Type D I EA 1,500.00
Junction Boxes:
4' Diameter 2 EA 51,500.00 = $ 3,000.00
S.' Diameter .2 EA 52,200.00 =: $ 2,200.00
E.' Diameter 5 EA $4.200.01) = 5 21,000.00
--------------------------
Frame arid Grate: _
Type D or F Curb Inlet:-------_--___-- _---11 EA T $4,200^00_— _ 5- 46,200.00
C:ontrol Structure 2 EA $5,000.00 5 10,000.00
Materials:
---------- ------- ---- — — —
R IP RAP\til Filter Fabric T)N 1. 545.00 90.00
Additional Fees:
-
Total of Construction Costs- Drainage Utilities_------ ]_ =1$-- 219,077.50
*This EOPC:C is intended to provide esl:irnates,Fcr permit Fee generation only.
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