Backup Documents 10/08/2013 Item #16A11 A t.a r i - � T HYING SLIP
l
t k ,.iq►'°4 Alk rifil ORIGINAL DOCUMENTS SENT TO 4
T . �Fi •F COUNTY COMMISSIONERS OFFICE FOR SIGNA
Print on pink paper fac to original document. The completed routing slip and original documents are to be forwarded to ty t orney ice
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office 7(11(1/13
4. BCC Office Board of County GK
Commissioners �/ I kcAk
5. Minutes and Records Clerk of Court's Office da t(3 l2VPm
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff John Houldsworth, Phone Number x-5757
Contact/ Department
Agenda Date Item was Oct. 8,2013 Agenda Item Number 16-All
Approved by the BCC
Type of Document Construction&Maintenance Agreement Number of Original Two
Attached and Letter of Credit—Lakoya Phase Two Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? JH
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip N/A
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on October 8,2013 and all changes made
during the meeting have been incorporated in the attached document. The County Sit'
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made, and the document is ready for the ICO
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
16A11
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS entered into this
31st day of October / / 2013 between Stock Development,LLC
hereinafter referred to as "Developer", and the Board of County Commissioners of Collier County, Florida,
hereinafter referred to as the "Board".
RECITALS:
A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the Board
of certain plat of a subdivision to be known as: Lakoya Ley Resort-Phase II
B. Chapters 4 and 10 of the Collier County land Development Code requires the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regulations, said guarantees to be incorporated in a bonded agreement for the construction of the
required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set forth,
Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed: ,Z INvt;Aey, �¢��R1�� f k7�2 - L� CZ�.
within 24 months from the date of approval of said subdivision plat, said improvements
hereinafter referred to as the required improvements.
2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and by
reference made a part hereof) in the amount of$635,271.36 - which amount represents 10%of the
total contract cost to complete the construction plus 100%of the estimated cost to complete the required
improvements at the date of this Agreement.
3. In the event of default by the Developer or failure of the Developer to complete such improvements
within the time required by the Land Development Code, Collier may call upon the subdivision
performance security to insure satisfactory completion of the required improvements.
4. The required improvements shall not be considered complete until such a statement of substantial
completion by Developer's engineer along with the final project records have been furnished to be
reviewed and approved by the County Manager or his designee for compliance with the Collier County
Land Development Code.
5. The County Manager or his designee shall, within sixty(60) days of receipt of the statement of substantial
completion, either: a) notify the Developer in writing of his preliminary approval of the improvements,
therewith specifying those conditions which the Developer must fulfill in order to obtain the County
Manager's approval of the improvements. However, in no event shall the County Manager or his
designee refuse preliminary approval of the improvements if they are in fact constructed and submitted
for approval in accordance with the requirements of this Agreement.
6. The Developer shall maintain all required Improvements for a minimum period of one year after
preliminary approval by the County Manager or his designee. After the one year maintenance period by
the Developer has terminated, the developer shall petition the County Manager or his designee to inspect
the required improvements. The County Manager or his designee shall inspect the improvements and, if
found to be still in compliance with the Land Development Code as reflected by final approval by the
Board, the Board shall release the remaining 10% of the subdivision performance security. The
Developer's responsibility for maintenance of the required Improvements shall continue unless or until
the Board accepts maintenance responsibility for and by the County.
16A11
7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the
Developer may request the County Manager or his designee to reduce the dollar amount of the
subdivision performance security on the basis of work complete. Each request for a reduction in the
dollar amount of the subdivision performance security shall be accompanied by a statement of substantial
completion by the Developer's engineer together with the project records necessary for review by the
County Manager or his designee. The County Manager or his designee may grant the request for a
reduction in the amount of the subdivision performance security for the improvements completed as of
the date of the request.
8. In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon
certification of such failure, the County Manager or his designee may call upon the subdivision
performance security to secure satisfactory completion, repair and maintenance of the required
improvements. The Board shall have the right to construct and maintain, or cause to be constructed or
maintained, pursuant to public advertisement and receipt of acceptance of bids, the improvements
required herein. The Developer, as principal under the subdivision performance security,shall be liable to
pay and to indemnify the Board, upon completion of such construction, the final total cost to the Board
thereof, including, but not limited to, engineering, legal and contingent costs, together with any damages,
either direct or consequential, which the Board may sustain on account of the failure of the Developer to
fulfill all of the provisions of this Agreement.
9. All of the terms, covenants and conditions herein contained are and shall be binding upon the Developer
and the respective successors and assigns of the Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by their duly
authorized representatives this 76' day of j C:10 20
SIGNED IN THE PR S E OF: (Name of entity) 1/4541,:ct__
/4.1.07 By: r.me K6 r � v �J
I Printed Name/Title
çJJiJ:i) [/ (President, VP, or CEO)
i
- t -t)` 1`t! .<6.2 ( -.(Provide Proper Evidence of Authority)
Printed Name
ATTEST:
DWIGHT E. BROCK, CLERK BOARD CO .NTY OMMI$SIONERS OF COLLIER
COUN],FFLOR
BY: :. . / 1.04, By:
DeputyClerk:0 4'4 ' � �S \i"
GEC
•
GIAA. HILLER. ESQ.
Approved as to f. rm and legal sufficiency: CHAIRWOMAN
2
Emily R. epin
Assistant County Attorney
16A11
2013 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED
DOCUMENT#L01000011007 Apr 25, 2013
Entity Name: STOCK DEVELOPMENT, LLC 1 Secretary of State
Current Principal Place of Business:
2647 PROFESSIONAL CIRCLE
SUITE 1201
NAPLES. FL 34119
Current Mailing Address:
2647 PROFESSIONAL CIRCLE
SUITE 1201
NAPLES, FL 34119
FEI Number: 59-3740488 Certificate of Status Desired: No
Name and Address of Current Registered Agent:
GOODLETTE COLEMAN JOHNSON YOVANOVICH ET AL
4001 TAMIAMI TRAIL NORTH
SUITE 300
NAPLES,FL 34103 US
The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Manager/Member Detail Detail :
Title MGR Title VP
Name STOCK,BRIAN K Name IMIG,BOB
Address 2647 PROFESSIONAL CIRCLE,SUITE Address 2647 PROFESSIONAL CIRCLE,SUITE
1201 1201
City-State-Zip: NAPLES-Ft 34119 City-State-Zip: NAPLES FL 34119
Title CFO
Name KOCSES,CHAD
Address 2647 PROFESSIONAL CIRCLE,SUITE
1201
City-State-Zip: NAPLES FL 34119
I hereby certify that the■itformabon Indicated on this report or supplemental report:s hue and accurate and that my electronic signature shall have the same legal effect as if"'ado under
cath that I am a managing member or manager of the!rm4ed liability company or the receiver or trustee empowered to execute this report as required by Chapter 608.Florida Statutes'and
that my name appears above.or on an attachment with all other Ike empowered.
SIGNATURE:BRIAN K STOCK MGR 04/25/2013
Electronic Signature of Signing Manager/Member Detail
Date
16A11
FIFTH THIRD BANK
LETTER OF CREDIT NO. S503702 PAGE 1
ISSUING BANK:
FIFTH THIRD BANK
BENEFICIARY:
THE BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, C/O
ENGINEERING REVIEW SECTION, 2800
N. HORSESHOE DRIVE
NAPLES, FL 34104
APPLICANT:
STOCK DEVELOPMENT LLC
2647 PROFESSIONAL CIRCLE
SUITE 1201
NAPLES, FL 34119
LETTER OF CREDIT NO: S503702
ISSUE DATE: OCTOBER 04, 2013
EXPIRATION DATE: OCTOBER 04, 2014
EXPIRATION PLACE: AT OUR COUNTERS
AMOUNT: 535, 102 .25 USD FIVE HUNDRED THIRTY FIVE THOUSAND ONE
HUNDRED TWO 25/100
WE HEREBY ISSUE IN YOUR FAVOR THIS IRREVOCABLE STANDBY LETTER OF
CREDIT WHICH IS AVAILABLE BY PRESENTATION OF THIS ORIGINAL LETTER
OF CREDIT AND THE FOLLOWING DOCUMENT(S) :
BENEFICIARY'S SIGNED STATEMENT BY THE COUNTY MANAGER OR HIS
DESIGNEE CERTIFYING THAT: "STOCK DEVELOPMENT LLC HAS FAILED TO
CONSTRUCT AND/OR MAINTAIN THE IMPROVEMENTS ASSOCIATED WITH THAT
CERTAIN PLAT OF A SUBDIVISION KNOWN AS LAKOYA PHASE II OR FINAL
INSPECTION SATISFACTORY TO COLLIER COUNTY HAS NOT BEEN PERFORMED
PRIOR TO THE DATE OF EXPIRY, AND SATISFACTORY ALTERNATE
PERFORMANCE SECURITY HAS NOT BEEN PROVIDED TO AND FORMALLY
ACCEPTED BY THE BENEFICIARY. "
PARTIAL DRAWINGS ARE ALLOWED. MULTIPLE DRAWINGS ARE ALLOWED.
IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT SHALL BE
AUTOMATICALLY EXTENDED, WITHOUT AMENDMENT, FOR ADDITIONAL PERIODS
16A11
FIFTH THIRD BANK
LETTER OF CREDIT NO. S503702 PAGE 2
OF 1 YEAR (S) UNLESS WE SEND NOTICE TO YOU BY CERTIFIED MAIL OR
COURIER AT LEAST 60 DAYS PRIOR TO THE EXPIRATION DATE THAT WE
INTEND NOT TO EXTEND THIS LETTER OF CREDIT.
THE BANK SHALL NOT BE CALLED UPON TO DETERMINE QUESTIONS OF FACT
OR LAW AT ISSUE BETWEEN THE APPLICANT AND THE BENEFICIARY OF THIS
LETTER OF CREDIT.
ALL BANKING CHARGES OUTSIDE OF THE ISSUING BANK ARE FOR THE
ACCOUNT OF THE BENEFICIARY.
YOUR DEMAND FOR PAYMENT MUST REFERENCE THE AMOUNT BEING DRAWN AND
MUST BEAR THE CLAUSE: "DRAWN UNDER LETTER OF CREDIT NUMBER
S503702 OF FIFTH THIRD BANK, DATED OCTOBER 04 , 2013 . "
THIS LETTER OF CREDIT SETS FORTH IN FULL THE TERMS OF OUR
UNDERTAKING AND SUCH UNDERTAKING SHALL IN NO WAY BE MODIFIED,
AMENDED, OR AMPLIFIED BY REFERENCE TO ANY DOCUMENT, INSTRUMENT,
OR AGREEMENT REFERENCED TO HEREIN OR IN WHICH THIS LETTER OF
CREDIT RELATES, AND ANY SUCH REFERENCE SHALL NOT BE DEEMED TO
INCORPORATE HEREIN BY REFERENCE ANY DOCUMENT, INSTRUMENT OR
AGREEMENT.
THIS ORIGINAL LETTER OF CREDIT, ALONG WITH ANY SUBSEQUENT
AMENDMENTS, MUST BE SUBMITTED TO THE BANK FOR OUR ENDORSEMENT OF
ANY PAYMENTS EFFECTED BY US AND/OR FOR CANCELLATION.
THIS LETTER OF CREDIT IS ISSUED, PRESENTABLE AND PAYABLE AT OUR
OFFICE AT FIFTH THIRD BANK, TRADE SERVICES, 5050 KINGSLEY DRIVE,
MD 1MOCBR, CINCINNATI, OH 45263 .
PRESENTATION OF A DEMAND UNDER THIS LETTER OF CREDIT MAY BE MADE
ON OR PRIOR TO THE THEN CURRENT EXPIRATION DATE HEREOF BY HAND
DELIVERY, COURIER SERVICE, REGISTERED OR CERTIFIED MAIL,
OVERNIGHT MAIL, OR FACSIMILE. PRESENTATION OF A DEMAND UNDER THIS
LETTER OF CREDIT BY FACSIMILE TRANSMISSION SHALL BE BY
TRANSMISSION OF THE ABOVE REQUIRED DEMAND ON US TO OUR FACSIMILE
NUMBER 513-358-5950 ATTENTION: TRADE SERVICES WITH TELEPHONIC
CONFIRMATION OF OUR RECEIPT OF SUCH FACSIMILE TRANSMISSION AT OUR
TELEPHONE NUMBER 513-358-5229 (OR AT SUCH OTHER FACSIMILE AND /
OR TELEPHONE NUMBERS AS WE MAY SEND NOTICE TO YOU IN WRITING BY
U.S . MAIL OR COURIER SERVICE, AS BEING THE APPLICABLE SUCH
NUMBERS) ON OR BEFORE THE THEN CURRENT EXPIRATION DATE. ANY SUCH
FACSIMILE PRESENTATION SHALL BE CONSIDERED AN ORIGINAL DOCUMENT
AND ANY ORIGINAL DOCUMENTS DELIVERED TO THE BANK SHALL BE
RETURNED TO THE SENDER AND WILL NOT BE EXAMINED. FIFTH THIRD BANK
SHALL BE UNDER NO OBLIGATION TO ASCERTAIN THE IDENTITY OR
16A11
FIFTH THIRD BANK
LETTER OF CREDIT NO. S503702 PAGE 3
AUTHORITY OF ANY PERSON MAKING SUCH FACSIMILE PRESENTATION.
THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR
DOCUMENTARY CREDITS (2007 REVISION) , INTERNATIONAL CHAMBER OF
COMMERCE PUBLICATION NO. 600 .
i ,-' Gvv i QvP4,tyv`ti
AUTHORIZEDTSI NATURE AUTHORIZED SIGNATURE
F_,.........IFTH 16 All.
THIRD BANK
LETTER OF CREDIT NO. S503702 . PAGE 1
AMENDMENT NUMBER: 001
DATE OF AMENDMENT: NOVEMBER 08, 2013
ISSUING BANK:
FIFTH THIRD BANK
APPLICANT:
STOCK DEVELOPMENT LLC
2647 PROFESSIONAL CIRCLE
SUITE 1201
NAPLES, FL 34119
BENEFICIARY:
THE BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, C/O
ENGINEERING REVIEW SECTION, 2800
N. HORSESHOE DRIVE
NAPLES, FL 34104
RE: OUR IRREVOCABLE LETTER OF CREDIT NO. 5503702 ISSUED ON
OCTOBER 04 , 2013 IN FAVOR OF THE BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, C/O ENGINEERING REVIEW SECTION FOR
THE ACCOUNT OF STOCK DEVELOPMENT LLC
PLEASE AMEND THE ABOVE AS FOLLOWS :
INCREASE THIS CREDIT BY 100, 169. 11 U.S. DOLLARS . LETTER OF CREDIT
AMOUNT AFTER AMENDMENT IS NOW 635, 271 . 36 U. S . DOLLARS .
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
REGARDS,
. ,'YT,VA - ` �li
UR
A HORIZED `i GNATURE AS HORIZEy SI 'N'
■
At
LAKOYA at LELY RESORT 16 411
PHASE II
PLAT BOND CALCULATION
SL'ML.\L1RY
POD A Original Contract Remaining Work POD I
Original Contract Remaining Work
Wastewater $231,841.17 $0.00 Wastewater $86,090.74
$0.00
Water $204,684.72 $0.00 Water $59,599.89
$0.00
Irrigation S103,633.78 $0.00
Irrigation $34,276.80 $0.00
Drainage $206,880.15 $0.00 Drainage $58,627.50 $0.00
Paving $170,456.74 $71,214.79 Paving $61,459.61 $32,402.61
Sub-Total $917,496.56 $71,214.79 Sub-Total
$300,054.54 532,402.61
POD B POD J
Wastewater $95,384.86 $0.00 Wastewater $63,370.89
$0.00
Water
$110,040.89 $0.00 Water $75,228.90 $0.00
Irrigation $43,742.38 $0.00 Irrigation
$20,003.20 $0.00 Draina e $60,956.91
$0.00 Drainage $26,839.69 $0.00
Paving $88,629.46 $43,712.66 Paving $50,528.76
$17,128.41
Sub-Total
$398,754.50 $43,712.66 Sub-Total $235,971.44 $17,128.41
POD G POD M
Wastewater $91,923.45 $0.00 Wastewater $244,887.02
Water $86,641.80 $0.00
$0.00 Water $102,769.24 $0.00
Irrigation $46,694.33 $0.00 Irrigation $87,930.68
$0.00
Drainage $126,406.17 $0.00 Drainage $232,600.24 $0.00
Paving $71,897.33 $34,233.18 Paving ,
8 5..93,397.3 $34,307.08
Sub-Total 5423,563.08 $34,233.18 Sub-Total $961,584.50
534,307.08
POD H TOTAL= $3,682,716.60
Wastewater $92,931.31 $0.00 $266,999.70
Water $86,736.37 $0.00
10°-0 of()riginal.lmount $ 368,27I.66
Irrigation $37,646.36 $0.00 100°o of Remaining Work
$266,999J0
Drainage $153,853.97 $0.00 Required Bond Amount $ 635,271.36
Paving $74,123.97 $34,000.97
Sub-Total 5445,291.98 534,000.97
00,1,., ',"'E i? 7r
.: • ellAhl04.11111110
/1/4,3 .;
•
Chriaopher IC Mitchell
I icensr#56740
Certificate of:luthoriiation x29558
LAKOYA at LEL Y RESORT
_.. ,
16A11
LAKOVA POD A
WASTEWATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
6" Single PVC Sewer Service w/Cleanout(Complete) 6
EA $680.00 $0.00
6" Double PVC Sewer Service wi Cleanout(Complete) 22
EA $790.00 50.00
Cleanout 3 LF
$290.00 $0.00
6" PVC Sanitary Sewer Lateral 17 LF $11.76
S0.00
Grout Existing 6"Double Sewer Service I EA $400.00
$0.00
8"PVC Sanitary Sewer SDR-26(0'-6'Cut) 433 LF
$1 4.34 $0.00
8" PVC Sanitary Sewer SDR-26(6'-8'Cut) 455 LF
$17.59 50.00
8"PVC Sanitary Sewer SDR-26(8'- 10'Cut) 433 LF
$1 9.84 $0.00
8" PVC Sanitary Sewer SDR-26(I0'- 12'Cut)
463 LF $26.09 $0.00
8" PVC Sanitary Sewer SDR-26(12'- 14'Cut) 362
LF $44.09 $0.00
8"PVC Sanitary Sewer SDR-26(14'- 16'Cut) 331 LF
$64.59 $0.00
8" PVC Sanitary Sewer SDR-26(16'- 18'Cut) 148 LF $55.09
$0.00
Manhole 4'Diameter(0'-6')(iET Coating) 3 EA $4,200.00
$0.00
Manhole 4' Diameter(6'-8')(iET Coating)
EA $4,880.00 $0.00
Manhole 4'Diameter(8'- 10')(IET Coating) 3 EA
$5,890.00 $0.00
Manhole 4'Diameter(10'- 12')(IET Coating) I EA
$6,650.00 $0.00
Manhole 4'Diameter(12'- 14')(IET Coating) 2 EA
$7,800.00 $0.00
Manhole 4'Diameter(14'- 16')(IET Coating) 3 EA
$8,500.00 - $0.00
Television inspection
2,625 LF
$3.00 $0.00
Rock Excavation-Blasting or Mechanical
2.192 LF $1 5.00 $0.00
TOTAL= $0.00
:Votes:
Owner.shall provide unprocessed limerock fin.all related project uses. Contractor will be responsible_for all crushing,
processing& hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group. L LC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility.l cceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site ucc•eptumce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet.satabili_ation,swine
stabili_ation and preserve and littoral signage.
Contractor shall he responsible jOr de-watering in compliance with the muster die-watering permit including the
construction()fully recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible fir compliance with the.Sur)irce Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible fOr all Utility and Subdivision turnover fees.
Owner shall he re.spon.sible/Or all density geoteclutic'ul testing.
il
,
LAKOYA at LEL Y RESORT 16 411,
LAKOYA POD B
WASTEWATER
Description Estimated Amount
Quantity Unit Unit Price Remaining
6"Single PVC Sewer Service w,Cleanout(Complete)
EA $680.00 $0.00
6" Double PVC Sewer Service w/Cleanout(Complete) 12
EA S790.00 $0.00
Cleanout
LF $300.00 S0.00
8" PVC Sanitary Sewer SDR-26(0'-6'Cut) 799 LF
$14.09 $0.00
8" PVC Sanitary Sewer SDR-26(6'-8'Cut) 323 LF
$1 7.59 $0.00
8" PVC Sanitary Sewer SDR-26(8'- 10'Cut) 503 LF
$1 9.84 $0.00
8"PVC Sanitary Sewer SDR-26(10'- 12'Cut) 54 LF
$26.09 $0.00
Manhole 4'Diameter(0'-6')(iET Coating) 4 EA
$4,050.00 $0.00
Manhole 4'Diameter(6'-8')(IET Coating) 2 EA
S5,040.00 $0.00
Manhole 4' Diameter(8'- 10')(IET Coating) 2 EA
$5,550.00 $0.00
Television Inspection 1,679 LF
$3.00 $0.00
Rock Excavation- Blasting or Mechanical 880 LF
$15.00 $0.00
TOTAL= $0.00
;Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and proved by contractor to on-.site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation, Swale
stabilcation and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shad/be responsible for compliance with the Surface Water Pollution Prevention Plan ISWPPP)
Owner than he responsible fin-all Utility and Subdivision turnover fees.
Owner shall he responsible for all density geotechnical testing.
LAKOYA at LEL Y RESORT
1
LAKOYA POD C
16A1
WASTEWATER
Estimated Amount
Description
Quantity ty 'nit Unit Price Remaining
6" Single PVC Sewer Ser ice w/Cleanout(Complete) 8 EA $680.00
$0.00
6"Double PVC Sewer Service w/Cleanout(Complete) 17 EA $790.00
S0.00
Cleanout I LF $290.00
$0.00
8" PVC Sanitary Sewer SDR-26(0'-6'Cut) 398 LF $14.34
$0.00
8" PVC Sanitary Sewer SDR-26(6'-8'Cut) 252 LF $12.50
$0.00
8"PVC Sanitary Sewer SDR-26(8'- 10'Cut) 2 I5 LF 514.75
` $0.00
8"PVC Sanitary Sewer SDR-26(10'- 12'Cut) 398 LF
$26.09 $0.00
8"PVC Sanitary Sewer SDR-26(12'- 14'Cut) 34 LF
$33.09 $0.00
Manhole 4' Diameter(0'-6')(IET Coating) 2 EA
$4,040.00 $0.00
Manhole 4' Diameter(6'-8')(JET Coating) I EA $4,720.00
$0.00
Manhole 4'Diameter(10'- 12')(IET Coating) 2 EA $6,180.00
$0.00
Manhole 4'Diameter(12'- 14')(IET Coating) 1
EA $6,690.00 $0.00
Television inspection 1,297 LF $3.00
$0.00
Rock Excavation- Blasting or Mechanical 899
LF $15.00 $0.00
TOTAL= $0.00
;Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming.storm structures, roadway densities and core samples, inlet satabilcation, .swale
.stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible j or compliance with the Surface Water Pollution Prevention Plan(.SWPPP)
(honer shall he responsible far all L.tility and.Subdivision turnover fees.
Owner.shall be responsible for all density/geotechnical testing.
a
LAKOYA at LEL Y RESORT 16
A11
LAKOYA POD H
WASTEWATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
6"Single PVC Sewer Service wi Cleanout(Complete) 10 EA $680.00
$0.00
6"Double PVC Sewer Service w/Cleanout(Complete) 20 EA
$790.00 $0.00
8" PVC Sanitary Sewer SDR-26(0'-6'Cut) 705 LF
$1 4.34 $0.00
8" PVC Sanitary Sewer SDR-26(6'-8'Cut) 475 LF
$17.59 $0.00
8"PVC Sanitary Sewer SDR-26(8'- 10'Cut) 254 LF
$1 9.84 $0.00
Manhole 4'Diameter(0'-6')(IET Coating) 3 EA $4,010.00
$0.00
Manhole 4'Diameter(6'-8')(IET Coating) 2 EA $4,330.00
$0.00
Manhole 4'Diameter(8'- 10')(IET Coating) 2 EA $5,450.00
$0.00
Television Inspection 1,434 LF
$3.00 $0.00
Rock Excavation-Blasting or Mechanical 729 LF
$1 5.00 $0.00
TOTAL= $0.00
,Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilizationptamce, vale including
.stubili_ation and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the.Surface Water Pollution Prevention Plan I.SWPPP)
Owner.shall he responsible jar all Utility and Subdivision turnover fees.
Owner shall he responsible for all densityvgeotechnical testing.
LAKOYA at LEL Y RESORT
LAKOVA POD I 1. 6 A 1
WASTEWATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
6"Single PVC Sewer Service w/Cleanout(Complete) 5
EA $680.00 $0.00
6" Double PVC Sewer Service w,'Cleanout(Complete) 15 EA
$790.00 $0.00
8" PVC Sanitary Sewer SDR-26(0'-6'Cut) 322 LF
$14.34 $0.00
8" PVC Sanitary Sewer SDR-26(6'-8'Cut) 466 LF
$17.59 $0.00
8" PVC Sanitary Sewer SDR-26(8'- 10'Cut) 448 LF
$19.84 $0.00
Manhole 4'Diameter(0'-6')(lET Coating) 1 EA
$4,100.00 $0.00
Manhole 4'Diameter(6'-8')(IET Coating)
EA $4,790.00 $0.00
Manhole 4'Diameter(8'- l0')(JET Coating) 2 EA $5,810.00
$0.00
Manhole 4'Diameter(10'- 12')(IET Coating)
I EA $6,420.00 $0.00
Television Inspection 1,236 LF
$3.00 $0.00
Rock Excavation- Blasting or Mechanical 914 LF
$15.00 $0.00
TOTAL= S0.00
,Votes:
Owner shall provide unprocessed limerock,for all related project uses. Contractor will he responsible fin-all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
8"Gravity Main includes all main within Trento Circle to Al.H. 450. Gravity Main connecting Al H. #50 to Al.H. 451
is included in the Pod N quantities.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible Jor all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ution, Swale
stabilisation and preserve and littoral signage.
Contractor shall be responsible for dc-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the.Surface Water Pollution Prevention Plan I.SWPPP)
Owner.shull he responsible Jbr all Utility and Subdivision turnover fees.
Owner shall he responsibleJor all dens ity-geotechnical testing.
LAKOYA at LEL Y RESORT
16AiiLAKOYA PODJ
WASTEWATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
6"Single PVC Sewer Service wi Cleanout(Complete) 3 EA
$680.00 $0.00
6" Double PVC Sewer Service w/Cleanout(Complete) 5
EA $790.00 $0.00
8" PVC Sanitary Sewer SDR-26(0'-6'Cut) 551 LF
$1.1.34 $0.00
8"PVC Sanitary Sewer SDR-26(6'-8'Cut) 545 LF
$17.59 $0.00
Manhole 4'Diameter(0'-6')(IET Coating) 3 EA
54,040.00 S0.00
Manhole 4'Diameter(6'-8')(IET Coating)
I EA $4,930.00 $0.00
Manhole 4'Diameter(8'- 10')(IET Coating) i EA
55,4=10.00 50.00
Manhole 4'Diameter(10'- 12')(IET Coating) I EA
$5,940.00 $0.00
Television Inspection 1.096 LF
$3.00 $0.00
Rock Excavation-Blasting or Mechanical 545 LF
$15.00 $0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
8"Gravity Main includes all main within Florentina Way to M.H. #53. Gravity,Hain connecting M.H. #53 to M.H. #52
is included in the Pod N quantities.
8"Gravity:Lfain connecting Mil 495 to M.H. 494 is included in Pod J quantities.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet catahili:ation, stale
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the.Surface Water Pollution Prevention Plan I.SWPPP)
Owner shall he responsible for all Utility and Subdivision turnover fees.
(hvner shall he responsible jor all density/geotechnicul testing.
LAKOYA at LEL Y RESORT
LAKOYA POD M
WASTEWATER
DeSCri.tlotl Estimated Amount
16 A ii
Quantity Unit Unit Price Remaining
6" PVC Force Main(DR-14)
2,015 LF $1 5.15 $ _
6"PVC Force Main(DR-18)
115 LF $16.42___ $_ __
Connect to Existing Gravity Main
1 EA $-'_ _____ $0.00
Air Release Valve
2 LF S6---0 50.00
8"PVC Sanitary Sewer SDR-26(6'-8'Cut) _-- —
40 LF $17.59 $0.00
8"PVC Sanitary Sewer SDR-26(8'- 10'Cut)
4I4 [F $19.84 ____ $0-- OQ
8"PVC Sanitary Sewer SDR-26(10'- 12'Cut)
179 LF $26.09___ $_-
Manhole 4'Diameter(8'- 10')(IET Coating)
Manhole 4'Diameter(10'- 12')(IET Coating)
1 EA $6
Television Inspection
----___ .— $_ 0_ 0_
633 LF _____3_ p_ 0 _ $_ 0_00
Pump Station Complete
Rock Excavation-Blasting or Mechanical
633 LF $I_ 5.00_ $0.00
TOTAL= $0.00
,Votes:
(honer shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Dility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the(honer.
Contractor shall be responsible"Or all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible f or all items and procedures required by Collier County for site ac•c'eptutnc e, including
hut not limited to swimming storm structures, roadway densities and core samples, inlet sutahili_ution,.swa/e
.stabilization and preserve and littoral signage.
Contractor.shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage ale-watering activities.
Contractor shall he responsibleJor compliance with the Surface Water Pollution Prevention Plan(.SWPPP)
Owner shall he responsible for all L7ility and Subdivision turnover.fees.
Owner shall be responsible for all density,geotechnical testing.
I
LAKOYA at LEL Y RESORT 16 A 11
LA KOYA POD A
WATER
Description Estimated Amount
Quantity Unit Unit Price Remaining
I'Single Water Service,Complete
14 EA S670.00 S0.00
I 1/2"Double Water Service,Complete
18 EA $850.00 $0.00
8"PVC Water Main(C900 Class 150) 152 LF
$30.14 $0.00
8"PVC Water Main(C900 Class 200)
38 LF $32.26 $0.00
10"PVC Water Main(C900 Class 150) 3,176
LF $24.52 $0.00
10" PVC Water Main(C900 Class 200) 50
LF $28.76 $0.00
12"PVC Water Main(C900 Class 150)
11
LF $48.16 $0.00
12"PVC Water Main(C900 Class 200)
39 LF $54.52 $0.00
8"Gate Valve
2 EA $1,310.00 $0.00
10"Gate Valve
8 EA $1,790.00 $0.00
12"Gate Valve
1 EA $2,100.00 $0.00
Automatic Flushing Device
1 LF $4,810.00 $0.00
Fire Hydrant
12 EA $4,050.00 $0.00
Connect to Existing Water Main
2 EA $3,136.00
$0.00
6"Temporary Jumper
2 EA $4,560.00 $0.00
Temporary Sample Point
3 EA $172.00 $0.00
Permanent Sample Point
3 EA $1,290.00 $0.00
TOTAL= $0.00
,Votes:
���
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as heeded to complete the project in accordance with the construction plans
prepared by,4litchell Engineering Group, LLC.
Dairy trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction a f the(Avner.
Contractor shall be responsible,for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible fin-all items and procedures required by Collier County jar site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet satubili_ution, Swale
stabili_ation and preserve and littoral signage.
Contractor shall be responsible for ale-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention P/un tSWPpp1
Owner shall he responsible for all Utility and Subdivision turnover fees.
Owner shall he responsible fbr all den.sity'geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOVA POD B
WATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
i'Single Water Service,Complete 6 EA $670.00
$0.00
1 1;2"Double Water Service,Complete 10 EA $850.00
$0.00
8"PVC Water Main(C900 Class 150) 197 LF $21.93
$0.00
10"PVC Water Main(C900 Class 150) 1,652 LF $24.52
50.00
10"PVC Water Main(C900 Class 200)
39 LF $28.76 $0.00
10"Gate Valve 6 EA $1,751.00
$0.00
Automatic Flushing Device 2 LF $4,810.00
50.00
Fire Hydrant 7 EA $4,050.00
$0.00
Temporary Sample Point 3 EA $172.00 $0.00
Permanent Sample Point 2 EA $1,290.00
$0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
C;tility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the(honer.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet sutabilization, .swale
stabilization and preserve and littoral signage.
Contractor shall be responsible.for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall be responsible for all Utility and Subdivision turnover fees.
Owner shall be responsible Jr o all density/geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOVA POD G
WATER
Estimated Amount
Description Quantity Unit Unit Price Remaining
I'Single Water Service,Complete 2 EA $670.00 $0.00
1 1/2" Double Water Service,Complete 20 EA $850.00 $0.00
8"PVC Water Main(C900 Class 150) 745 LF $22.64
$0.00
10" PVC Water Main(C900 Class 150) 780 LF $26.96
$0.00
10" PVC Water Main(C900 Class 200) 36 LF $31.20
$0.00
8"Gate Valve 2 EA $1,301.00
$0.00
10"Gate Valve 1 EA $1,751.00
$0.00
Automatic Flushing Device 1 LF $4,780.00
$0.00
Fire Hydrant 3 EA $4,050.00
$0.00
Connect to Existing Water Main 1 EA $3,030.00
$0.00
6"Temporary Jumper 1 EA $3,500.00 $0.00
Temporary Sample Point I EA $180.00
$0.00
Permanent Sample Point 1 EA $1,290.00
$0.00
TOTAL= $0.00
:Votes:
(honer shutl provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans .
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible jhr all utility testing and procedures required by Col/ier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptance, including
hut not limited to vacuuming storm structures, roadway densities and core samples. inlet satabili:ation, .scale
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the.Surface Water Pollution Prevention Plan(SWPPP)
Owner shall be re.sponsible for all Utility and Subdivision turnover jees.
Owner shall he responsible for all density'geotec•hnicul testing.
LAKOYA atLELYRESORT
16 Al 1
LAKOYA POD H
WATER
Estimated Amount
Description Quantity Unit Unit Price Remaining
I 1/2" Double Water Service,Complete 25 EA $850.00
$0.00
8" PVC Water Main(C900 Class 150) 363 LF $19.75 $0.00
8" PVC Water Main(C900 Class 200) 72 LF $21.82 50.00
10" PVC Water Main(C900 Class 150) 804 IF $24.52 $0.00
8"Gate Valve 2 EA $1,310.00 $0.00
10"Gate Valve 2 EA $1,751.00 $0.00
Automatic Flushing Device I LF $4,780.00
$0.00
Fire Hydrant 6 EA $4,050.00
$0.00
Temporary Sample Point 3 EA $180.00 $0.00
Permanent Sample Point 1 EA $1,290.00 $0.00
TOTAL= $0.00
,Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilization, Swale
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the muster de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible lit-compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible for all Utility and Subdivision turnover fees.
Owner shall he responsible.for all densityigeotechnical testing.
•
LAKOYA at LELY RESORT
16A11
LAKOYA POD i
WA TER
Estimated Amount
Description
Quantity y Unit Unit Price Remaining
1'Single Water Service,Complete 7 EA $670.00
$0.00
1 12" Double Water Service,Complete 14 EA $850.00
$0.00
8"PVC Water`lain(C900 Class 150) 1,427 LF $20.07
$0.00
8"Gate Valve I EA $1,310.00
$0.00
Automatic Flushing Device 1 LF $4,780.00
$0.00
Fire Hydrant 2 EA $4,050.00
S0.00
Temporary Sample Point I EA $180.00
$0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by,Mitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation, Swale
.stabili_ation and preserve and littoral.signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction n/'any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPPI
Owner shall he responsible for all Utility and Subdivision turnover fees.
(honer shall be responsible for all density%geotechnical testing.
`*LAKOVA at LELY RESORT 16 A11
LAKOYA POD J
WATER
Estimated Amount
Description
Quantity Unit Unit Price Remaining
i'Single Water Service,Complete 1 EA $670.00
S0.00
I 1/2" Double Water Service,Complete 6 EA $850.00
50.00
8" PVC Water Main(C900 Class 150) 71 LF $19 70
$0.00
8" PVC Water Main(C900 Class 200) 60 LF S21.82
50.00
12" PVC Water Main(C900 Class 150) 1,127 LF $33.00
50.00
8"Gate Valve 2 EA $1,310.00
50.00
12"Gate Valve 1 EA $2.100.00
50.00
Fire Hydrant 6 EA $4,050.00
50.00
Temporary Sample Point 3 EA S180.00
$0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible,for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner
Contractor shall be responsible fin-all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation, swale
.stabili_ation and preserve and littoral.signage.
Contractor shall he responsible,for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible Jim-compliance with the Surface Water Pollution Prevention Plan(.SWPPP)
Owner shall he responsible.f or all Utility and Subdivision turnover fees.
owner shall he responsible for all densitv-geotechnical testing.
•
• LAKOYA at LEL Y RESO RT 16A11
LAKOVA POD M
WATER
Estimated Amount
Description
Quantity ty Unit Unit Price Remaining
I'Single Water Service,Complete I EA $665.00
$0.00
8" PVC Water Main(C900 Class 150)
36 LF $23.00 $0.00
12"PVC Water Main(C900 Class 150) 1,656 LF
$33.20 $0.00
12"PVC Water Main(C900 Class 200) 91 LF
537.44 $0.00
8"Gate Valve 2 EA $1,310.00
$0.00
12"Gate Valve 5 EA
$2,100.00 $0.00
Fire Hydrant 5 EA
$3,850.00 $0.00
Air Release Valve
1 EA $1,280.00 $0.00
Connect to Existing Water Main 1 EA $3,030.00
$0.00
6"Temporary Jumper 1 EA $4,560.00
$0.00
Temporary Sample Point 2 EA
$180.00 $0.00
Permanent Sample Point I EA
$1,290.00 $0.00
TOTAL= $0.00
,Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.Llitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible,for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming.storm structures, roadway densities and core samples, inlet satabilr_ation, swine
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan i.SWPPP)
(honer shall he responsible for all Utility and.Subdivision turnover_fees.
(honer shall be responsible fhr all den.sity';geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOYA POD A
IRRIGATION
Estimated Amount
Description
Quantity ty Unit Unit Price Remaining
Single Irrigation Service,Complete 15 EA $700.00
$0.00
Double irrigation Service,Complete 18 EA S850.00
$0.00
4" PVC irrigation Main(C900,Class 150) 167 LF $16.74
$0.00
6" PVC irrigation Main(C900,Class 150) 3,564 LF $14.94
$0.00
6"PVC Irrigation Main(C900,Class 200) 248 LF $15.78
$0.00
8" PVC Irrigation Main(C900,Class 150) 10 LF $41.86
$0.00
4"Blow-Off 3 EA $1,250.00
$0.00
4"Gate Valve w/Box I EA $890.00
$0.00
6"Gate Valve w/Box 7 EA $1,010.00
$0.00
8"Gate Valve w/Box I EA $1,310.00
$0.00
Connect to Existing Irrigation Main 2 EA $2,220.00
$0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LW
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site ucceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet sutabili_ation, swale
.stuhili_ation and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan tSWPPPJ
Owner shall he responsible for all Utility and Subdivision turnover lees.
Owner shall he responsible for all density'geotec'hnic'al testing.
LAKOYA at LEL Y RESORT 16 A 1 1
LAKOYA POD B
IRRIGATION
Estimated Amount
Description
Quantity ty Unit Unit Price Remaining
Single Irrigation Service,Complete 8 EA $700.00
$0.00
Double irrigation Sery ice,Complete 10 EA $850.00
$0.00
4" PVC Irrigation Main(C900,Class 150) 1,156 LF $14.09
$0.00
4" PVC Irrigation Main(C900,Class 200) 5 LF
$30.20 50.00
6"PVC irrigation Main(C900,Class 150) 458 LF
$1 5.36 S0.00
6" PVC irrigation Main(C900,Class 200) 49 LF $18.54
$0.00
4" Blow-Off 2 EA $1,240.00
50.00
4"Gate Valve w/Box 2 EA $890.00
50.00
6"Gate Valve w/ Box I EA $1,000.00
$0.00
TOTAL= $0.00
,Votes:
Owner shall provide unprocessed limerock for all related pro ject uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction c f the(honer.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County Jbr site acceptamce, including
hut not limited to vacuuming storm structures, roadivuy densities and core samples, inlet satahilication, Swale
stabilization and preserve and littoral signuge.
Contractor shall he responsible for de-watering in compliance with the muster de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible fir all Utility and Subdivision turnover fees.
Owner shall he responsible for all density/geotechnical testing.
LAKOYA at LEL Y RESORT 1. 6 A 1 1
LAKOYA POD G
IRRIGATION
Estimated Amount
Description
Quantity y Unit Unit Price Remaining
Single Irrigation Service,Complete 3 EA $700.00
$0.00
Double Irrigation Service,Complete 20 EA $850.00
$0.00
4"PVC Irrigation Main(C900.Class 150) 626 LF $14.30
$0.00
4" PVC irrigation Main(C900,Class 200) 47 LF $16.42
S0.00
6"PVC Irrigation Main(C900,Class 150) 747 LF $15.57
$0.00
4" Blow-Off I EA $1,240.00 $0.00
4"Gate Valve w/Box 2 EA $890.00
$0.00
6"Gate Valve w/Box I EA $1,000.00
$0.00
Connect to Existing irrigation Main I EA $2,220.00
$0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock.for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC'.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation, shale
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable',leans to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPPI
Owner shall he responsible for all Utility and Subdivision turnover fees.
Owner shall he responsible for all c/ensitygeotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOVA POD H
IRRIGATION
Estimated Amount
Description
Quantity Unit Unit Price Remaining
Single Irrigation Service,Complete 2 EA $700.00
50.00
Double irrigation Service,Complete 25 EA $850.00
50.00
4"PVC Irrigation Main(C900,Class 150) 1,039 LF
$13.24 50.00
4" Blow-Off 1 EA $1,240.00
S0.00
TOTAL= S0.00
.Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock us needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible far all items and procedures required by Collier County,for site acceptamc•e, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet.s•atabilization, swale
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall be responsible for all Utility and Subdivision turnover fees.
Owner shall be responsible for all densityvgeotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LA KOVA POD i
IRRIGATION
Estimated Amount
Description
Quantity Unit Unit Price Remaining
Single Irrigation Service,Complete 7 EA $700.00
$0.00
Double irrigation Service,Complete 14 EA S850.00
$0.00
4" PVC Irrigation Main(C900,Class ISO) 1,320 (,p $13.24
$0.00
TOTAL= $0.00
.Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing& hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil.shall be sorted and moved by contractor to on-.site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptatnce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilization, .sivule
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the muster de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible for all Utility and Subdivision turnover fees.
Owner shall he responsible for all density'geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOYA POD J
IRRIGATION
Estimated Amount
Description Quantity Unit Unit Price Remaining
Single Irrigation Service,Complete I EA $700.00
$0.00
Double Irrigation Service,Complete 6 EA $850.00
$0.00
4" PVC irrigation Main(C900,Class 150) 1,056 LF $13.45
$0.00
TOTAL= $0.00
,Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible for all utility testing and procedures required by Collier County Jiff Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation,swale
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall be responsible for all Utility and Subdivision turnover fees.
Owner shall be responsible for all densiti/geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOYA POD M
IRRIGATION
Estimated Amount
Description
Quantity Unit Unit Price Remaining
Single Irrigation Service,Complete 9 EA $700.00
S0.00
4" PVC irrigation Main(C900,Class 150) 69 LF $13.24
$0.00
4" PVC Irrigation Main(C900,Class 200) 279 LF $14.30
$0.00
8" PVC irrigation Main(C900,Class 150) 2,470 LF $18.12
$0.00
10" PVC Irrigatin Main(C900,Class 150) 313 LF $27.34
$0.00
10"PVC Irrigation Main(C900,Class 200) 218 LF $30.20
$0.00
4"Gate Valve w'Box 4 EA $890.00
$0.00
8"Gate Valve w,/Box 7 EA $1,310.00
$0.00
10"Gate Valve wi Box
I EA $1,780.00
$0.00
Connect to Existing irrigation Main 1 EA S2,320.00
$0.00
TOTAL= S0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
proce.s.sing cfr hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by,t/itchell Engineering Group, LLC.
Utility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility.Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilration, Swale
stabilization and preserve and littoral.signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Sul face Water Pollution Prevention Plan tSWPPP)
Owner shall he responsible for all Utility and Subdivision turnover,fees.
Owner.shall he responsible for all densitygeotechnicul testing.
LAKOYA at LEL Y RESORT 16 A 1 I.
LAKOYA POD A
DRAINAGE
Estimated Amount
Description Quantity Unit Unit Price Remaining
12"HDPE
507 LF $15.83 $0.00
15"HDPE 355 LF $18.45
$0.00
15 RCP 136 LF $21.01 $0.00
18" RCP 1,082 LF $27.97 $0.00
24"RCP 555 LF $36.05
$0.00
54" RCP 297 LF $120.02
$0.00
12"ADS Hinged Yard Drain(or equivalent) 4 EA $770.00
$0.00
15"ADS Hinged Yard Drain(or equivalent) 2 EA $790.00 $0.00
18"Flared End 4 EA $1,230.00
$0.00
24" Flared End 2 EA $1,330.00 $0.00
54"Flared End 2 EA $5,920.00 $0.00
Valley Gutter Inlet(Complete) 14 EA $3,200.00
$0.00
Junction Box 1 EA $2,750.00
$0.00
Type"C"Grate inlet 3 EA $2,300.00
$0.00
Rock Removal (Blasting or Mechanical) I LS $25,000.00
$0.00
TOTAL= $0.00
Notes:
(honer shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by,tlitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilization, swine
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible for all Utility and Subdivision turnover fees.
(honer shall he responsible for all density geotechnical testing.
16A11
LAKOYA atLELYRESORT
LAKOYA POD B
DRAINAGE
Estimated Amount
Description Quantity Unit Unit Price Remaining
15"RCP 58 LF $21.01 $0.00
18"RCP 789 LF $27.97 $0.00
IS"Flared End EA $1,230.00
4
$0.00
Valley Gutter Inlet(Complete) 7 EA $3,150.00 $0.00
Rock Removal(Blasting or Mechanical) 1 LS $10,700.00 $0.00
TOTAL= $0.00
.Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.Mitchell Engineering Group, LLC.
(billy trench spoil shall he sorted and moved by contractor 10 on-site stockpile at the direction of the(honer.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility.I cceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satahili:ation, siwale
stahili:ation and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(.5'i PPP)
Owner shall he responsible for all Utility and Subdivision turnover,fees.
Owner shall be responsible for all density geotechnical testing.
16 A 11
LAKOYA at LEL Y RESORT
LAKOY:A POD G
DRAINAGE
Estimated Amount
Description Quantity Unit Unit Price Remaining
12"HDPE
1,148 LF $15.83 $0.00
15"RCP 426 LF S21.01
$0.00
18"RCP
267 LF $27.97 $0.00
30"RCP
639 LF $45.72 $0.00
12"ADS Hinged Yard Drain(or equivalent) 10 EA $970.00
$0.00
12"Flared End I EA $1,150.00
$0.00
18"Flared End 2 EA $1,230.00
$0.00
30"Flared End 4 EA $1,120.00
$0.00
Valley Gutter inlet(Complete) 7 EA $3,270.00
$0.00
Type "C"Grate Inlet 2 EA $2,460.00
$0.00
Rock Removal(Blasting or Mechanical) I LS $17,000.00
$0.00
TOTAL= $0.00
:Votes:
Owner shall provide unprocessed limerock fir all related project uses. Contractor will he responsible for all crushing,
processing& hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.t/itchell Engineering Group, LLC.
('tility trench spoil shall be sorted and moved by contractor w on-site stockpile at the direction of the(honer.
Contractor shall be responsible fir all utility testing and procedures required by Collier County fir('tility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptance, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet sutabili:ation, swa/e
stabilisation and preserve and littoral.signage.
Contractor shall be responsible for de-watering in compliance with the master de-watering permit including the
construction r f any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan ISII'PPP)
Owner shall he responsible for all Ctility and Subdivision turnover fees.
Owner shall be responsible for all density geotechnicul testing.
. . 16 A 1
LAKOYA at LEL Y RESORT All
LAKOYA POD H
DRAINAGE
Estimated Amount
Description
Quantity Unit Unit Price Remaining
12" HDPE 1,861 LF
$15.83 $0.00
15" RCP
329 LF $21.01 $0.00
18" RCP
334 LF $27.97 $0.00
24" RCP
19 LF $36.05 $0.00
30" RCP
413 LF $45.72 $0.00
36"RCP
269 LF $58.04 $0.00
12"ADS Hinged Yard Drain(or equivalent) /2 EA
$770.00 $0.00
36" Flared End I E.4
$1,300.00 $0.00
Valley Gutter Inlet(Complete) 4 EA
$3,470.00 $0.00
Junction Box
I EA $3,820.00 $0.00
Type"C"Grate inlet 6 EA
$2,720.00 $0.00
Rock Removal(Blasting or Mechanical) I LS
$20,700.00 $0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by:Kitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili:ation, ,wale
stabilization and preserve and littoral signage.
Contractor.shall be responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention Plan(SIiPPP)
Owner shall be responsible for all Utility and.Subdivision turnover fees.
Owner shall he responsible for all densitvigeotechnical testing.
LAKOYA at L 16A1l.
ELY RESORT
LAKOVA POD i
DRAINAGE
Estimated Amount
Description
Quantity Unit Unit Price Remaining
15" RCP 38 LF $21.01
$0.00
18" RCP 384 LF $27.97
$0.00
30" RCP 287 LF $46.72
$0.00
18"Flared End 2 EA $1,230.00
$0.00
30" Flared End 2 EA $1,510.00 $0.00
Valley Gutter inlet(Complete)
•
6 EA $3,200.00 S0.00
Rock Removal(Blasting or Mechanical) I LS $9,000.00
$0.00
TOTAL= $0.00
.Votes:
(honer.shall provide unprocessed linerock for all related project uses. Contractor swill be responsible for all crushing,
processing& hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.11itchell Engineering Group, LLC.
(tility trench spoil shall be sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall he responsible for all utility testing and procedures required by Collier County for C tility.I cceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptance, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabilization, swale
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall be responsible for compliance with the Surface Water Pollution Prevention Plan(SItiPPP)
Owner shall be responsible for all('tility and Subdivision turnover fees.
(honer shall be responsible for all density geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 1 1
LAKOVA POD J
DRAINAGE
Estimated Amount
Description Quantity Unit Unit Price Remaining
15" RCP 147 LF S21.01 $0.00
18" RCP ' 226 LF $27.97 $0.00
18" Flared End I EA $830.00 $0.00
Valley Gutter Inlet(Complete) 4 EA $3,000.00 $0.00
Rock Removal(Blasting or Mechanical) I LS $4,600.00 $0.00
TOTAL= $0.00
Notes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
Utility trench spoil shall he sorted and proved by contractor to on-site stockpile at the direction of the Owner.
Contractor shall be responsible jor all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall be responsible for all items and procedures required by Collier County for site acceptumce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet sutabili_aNun, swale
stabilization and preserve and littoral signage.
Contractor shall be responsible for de-watering in compliance with the master ale-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Polhution Prevention Plan t.SWPPPI
Owner shall he responsible fair all Utility and Subdivision turnover,fees.
Owner shall be responsible for all density>geotec•hnical testing.
r 16 A 11
LAKOY.4 at LEL Y"RESORT
LAMA'A POD H
DRAINAGE
Estimated Amount
Description Quantity 1'nit Unit Price Remaining
8"PVC 56 LF $15 30 S0 00
12"HDPE 219 LF $15 83
$O UO
15"RCP 772 LF $21 01 $0 00
18"RCP 215 LF $27 97 51100
24"RCP 269 LF $35 52 $0 00
36"RCP 580 LF $58.79
S0 I)n
12"RCP 369 LF $70 58
$0 00
12"ADS Hinged Yard Drain(or equivalent) 2 FA $770.00
$0.(>U
12"Flared End I FA $1,050.00
$0.00
15"Flared End 2 FA $1,210.00
$0.00
18"Flared End I EA $1,230.00
$0.00
24"Flared End 2 EA $1.310 00
$0.00
36"Flared End 2 EA $1,670.00
$0.00
42"Flared End I EA $1,940.00
$0.00
Control Structure I EA $3.610.00
$0.00
Junction Box 1 EA $3,670.00
$000
Type"C"Grate Inlet 3 FA $3,090.00
$0 00
T)pe 6 Throat Inlet Complete 18 EA $3,560 00
$O 00
type 6 Throat Inlet Flosyable Fill 20 CY $250 00
S0.00
Connect to Existing I FA $500.00
$0.00
Grand Lely Drive Improvements
15"RCP
5 LF $21 26 $0 00
Junction Box I EA $3,670 00
$000
7}pe 5-Throat Inlet Complete I EA $3,050 00 $0 00
Type 5 Throat Inlet Flosyable Fill I CY $25000
$0.00
Connect to Existing RCP I EA $1.000 00
$0.00
Rock Removal(Blasting or Mechanical) I LS $28,000.01)
$0(NJ
TOT‘(._ $0.00
Totes:
owner shall provide unpro.essed limeroc k for all related project uses. Contractor will he re cponsible f r all crushing,
processing&hailing '1 limeroc'k as needed to complete the project in accordance iioh the construction plans
prepared by.t litchell Engineering Group,I.LC.
17rlity trench spoil shall be sorted and moved by contractor to nn-sue stockpile at the direction of the Owner.
Plowable Fill to he used the entire length of Throat Inlet structures for a width of_'feet and a depth of 1 foot
measured from the finished 1imerock grade to supgrade.
Contractor shall he responsible for all utility testing and procedures required by('Alter County f r I iilin'acceptance.
('ono-actor shall he responsible for all items and procedures required by Collier County far site ac ceptumce.including
but not limited to vacuuming storm structures,roadway,(en.sities and core rump/es,inlet sambilization.sssa/e
stabilization and preserve and littoral signoge.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other cipphcable means to manage de-isalering as Inmes.
(',infractor shall he responsible for c ompiance with the.Viir/ace fluter Pollution Prevention Plsm iSl{PPPI
(honer shall he responsible fi.ir all liar ty and Subdivision turnover jeer
()1i ner shall he responsible for all density geotee'hnual testing.
t LAKOYA at LEL Y RESORT 16 A 1 1
LAKOYA POD A
PAVING
Estimated Amount
Description
Quantity ty Unit Unit Price Remaining
Striping and Marking
1 LS $2,000.00 $0.00
Valley Gutter 7,394 LF
$7.10 $0.00
Type"A"Curb&Gutter 210 LF
$11.55 $0.00
18" Ribbon Curb 417
LF $18.15 $0.00
4"Concrete Sidewalk
2,245 SY $17.75 $39,848.75
4" Limerock Base(owner provided) 1,410 SY
$6.90 $0.00
Handicapped Ramps(Complete w/detectable warnings) 16 EA
$336.00 $0.00
Brick Pavers(complete)
713 SY $27.00 $0.00
3/4"Asphaltic Concrete(Type S-I11)First Lift 8,276 SY $3.79
$0.00
3/4".Asphaltic Concrete(Type S-III)Second Lift 8,276 SY $3.79
$31,366.04
Haul,Compact and Prime 8"Limerock Base(owner provided) 8,989 SY $5.50
$0.00
Rough Grading; Stabilized Subgrade Preparation 9,889 SY
$1.75 $0.00
ROW Rough Grading 1 LS
$3,000.00 $0.00
ROW Fine Grading I LS
$3,000.00 $0.00
Sod(1.5'Behind Back of Curb) 1,236 SY
$I.50 $0.00
Conduit Trench N/A
LF $3.00 $0.00
2"Conduit
N/A LF $2.00 $0.00
4"Conduit N/A LF
$4.00 $0.00
6"Conduit N/A
LF $6.00 $0.00
TOTAL= $71,214.79
.Votes
Owner shall provide unprocessed limeroe'k for all related project uses. Contractor will he responsible/br all crushing.
processing&hauling of limeruck as needed to complete the project in accordance with the construction plans
prepared by.tlitchell Engineering Group, LLC.
( Wily trench spoil shall he sorted and mused by contractor to on-site stockpile at the direction of the Owner.
('unduits to he furnished and installed complete.
Sidewalk quantity includes all common area within Costa Circe ROW
Contractor shall he responsible for all utility testing and procedures required by('oilier('ounty for( tility.Icceptance.
('ontractor shall he responsible for all items and procedures required by('ollier('ounty for site acceptamce, including
but not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation. Swale
.stahilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible fur compliance with the.Surface Water Pollution Prevention Plan t.tiII PPPI
Owner shall he responsible Ar all(tility and.Subdivision turnover lees.
t hy ner shall he re.spon.sihle for all density geotechnical testing.
LAKOYA at LEL Y RESORT 16 A 11
LAKOVA POD B
PAVING
Estimated Amount
Description
Quantity Unit Unit Price Remaining
Striping and Marking I LS $1,000.00
$0.00
Valley Gutter 3,595 LE $7.i0
$0.00
Type"A"Curb&Gutter 372 LF $11.55
50.00
18" Ribbon Curb 138 LF $18.15
$0.00
Handicapped Ramps(Complete w/detectable warnings) 8 EA $336.00
S0.00
Brick Pavers(complete) 221 SY $27.00
$0.00
4"Concrete Sidewalk 1,517 SY
$17.75 $26,926.75
3/4"Asphaltic Concrete(Type S-111)First Lift 4,429 SY $3.79
$0.00
3/4"Asphaltic Concrete(Type S-I1l)Second Lift 4,429 SY $3.79
$1 6,785.91
Haul,Compact and Prime 8" Limerock Base(owner provided) 4,650 SY $5.50
$0.00
Rough Grading; Stabilized Subgrade Preparation 5,115 SY
$1.75 $0.00
ROW' Rough Grading I LS $1,500.00
$0.00
ROW Fine Grading I LS $1,500.00
$0.00
Sod(1.5'Behind Back of Curb) 661 SY $1.50
$0.00
Conduit Trench N/A LF $3.00
$0.00
2"Conduit
N/A LF
$2.00 $0.00
4"Conduit
N/A LF
$4.00 $0.00
6"Conduit N/A LF
$6.00 50.00
TOTAL= $43,712.66
:Votes:
Owner shall provide unprocessed limerock f or all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.Kitchell Engineering Group. LLC.
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Conduits to he furnished and installed complete.
Contractor shall he responsible for all utility testing and procedures required by Collier County for Utility Acceptance.
Contractor shall he responsible for all items and procedures required by Collier County for site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core samples, inlet satabili_ation, swale
stuhili_ation and preserve and littoral signage.
Contractor shall he responsible Jior de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner shall he responsible for all Ltility and Subdivision turnover fees.
Owner shall he responsible for all densitv'geotec'hnical testing.
LAKOYA at LEL Y RESORT 16 A 11
L,tKOYA% POD G
PAVING
Estimated .Nmount
Description
Quantity Unit Unit Price Remaining
Striping and Marking 1 LS
S1,000.00 $0.00
Valley Gutter
2,990 LF 57.10 $0.00
Type"A"Curb&Gutter 184 LF
$1 1.55 $0.00
18"Ribbon Curb 153 LF $18.15
$0.00
4"Concrete Sidewalk 1,167 SY
$17.75 $20,714.25
4" Limerock Base(owner provided) 503 SY
$6.90 $0.00
Handicapped Ramps(Complete w/detectable warnings) 6 EA
$336.00 $0.00
Brick Pavers(complete) 90 SY
$27.00 $0.00
3/4"Asphaltic Concrete(Type S-III)First Lift 3,567 SY $3.79
$0.00
3/4"Asphaltic Concrete(Type S-III)Second Lift 3,567 SY
$3.79 $13,518.93
Haul,Compact and Prime 8"Limerock Base(owner provided) 3,657 SY $5.50
$0.00
Rough Grading; Stabilized Subgrade Preparation 4,023 SY $1.75
$0.00
ROW Rough Grading
1 LS $1,500.00 $0.00
ROW Fine Grading I LS
$1,800.00 $0.00
Sod(1.5' Behind Back of Curb) 529 SY
$1.50 $0.00
Conduit Trench N/A LF
$3.00 $0.00
2"Conduit
N/A LF $2.00 $0.00
4"Conduit
N/A LF
$4.00 $0.00
6"Conduit N/A
LF $6.00 $0.00
TOTAL= $34,233.18
Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will he responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by Mitchell Engineering Group, LLC.
1.'tility trench spoil.shu!l he sorted and moved by contractor to on-site stockpile at the direction of the Owner
('onduits to he fitrnished and installed complete.
Sidewalk quantity includes common area within.I marone Lane and Roma Way ROii:s
Contractor shall he responsible for all utility testing and procedures required by Collier County for('ilitrAcceptance.
Contractor shall he responsible for all items and procedures required by('ollier County for site acceptance, including
hut not limited 10 vacuuming storm structures, roadway densities and core samples, inlet satahilcation, swale
stahili_ation and preserve and littoral signage.
('ontractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of ally recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible fOr compliance with the.\'wjitce Water Pollution Prevention Plan tSI(PPPI
Owner shall he responsible liir all I tility and Subdivision turnover fees.
owner shall he responsible for all den.sitygeotechnicctl testing.
V 16A11
LAKOYA at LEL Y RESORT
LAKOYA POD H
PAVING
Estimated Amount
Description
Quantity Unit Unit Price Remaining
Striping and Marking I LS
$1,000.00 $0.00
Valley Gutter 1,990 LF
$7.10 $0.00
Type"A"Curb&Gutter 1,140 LF $11.55 $0.00
4"Concrete Sidewalk I.I I I SY
$17.75 $19,720 25
3;4"Asphaltic Concrete(Type S-Ill)First Lift 3,768 SY
$3.79 $0.00
3/4" Asphaltic Concrete(Type S-111)Second Lift 3,768 SY
$3.79 $14,280.72
Haul,Compact and Prime 8"Limerock Base(owner provided) 3,768 SY
$5.50 $0.00
Rough Grading;Stabilized Subgrade Preparation 4,023 SY
$1.75 $0.00
ROW Rough Grading 1 LS
$1,500.00 $0.00
ROW Fine Grading 1 LS $1,500.00
$0.00
Sod(I.5'Behind Back of Curb)
522 SY $1.50 $0.00
Conduit Trench N/A LF
$3.00 50.00
2"Conduit N/A LF 5_2
00 $0.00
4"Conduit
N/A LF $4.00 $0.00
6"Conduit
N/A LF $6.00 $0.00
TOTAL= $34,000.97
:Votes:
Owner shall provide unprocessed limerock for all related project uses. Contractor will be responsible for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by.Mitchell Engineering Group, LW.
Utility trench spoil shall be sorted and moved by contractor to on-sire stockpile at the direction of the Owner.
Conduits to he furnishes/and installed complete.
Contractor shall be responsible for all utility testing and procedures required by Collier County,for Utility Acceptance.
Contractor shall be responsible,1i1r all items and procedures required by Collier County for site acceptamce, including
but not limited to vacuuming storm structures, road-way densities and core samples, inlet sutubilirution, Swale
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the muster de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor dial!he responsible for compliance with the Surface Water Pollution Prevention Plan(SWPPP)
Owner.shall he responsible for all Utility and Subdivision turnover lees.
Owner.shall he responsible fin-all densitv'geotechnical testing.
LAKOYA at LELY RESORT 16 A 11
LAKOYA POD I
PAVING
Estimated Amount
Description
Quantity ty Unit Unit Price Remaining
Striping and Marking I LS
$1,000.00 $0.00
Valley Gutter
2,836 LF $7.10 $0.00
Type"F"Curb&Gutter 69 LF
$13.75 $0.00
18" Ribbon Curb 5, LF
$18.15 $0.00
4"Concrete Sidewalk 1,167 SY
$1 7.75 520,714.25
4" Limerock Base(owner provided) 143 SY
$6.90 $0.00
Handicapped Ramps(Complete w/detectable warnings) 4 EA
$336.00 $0.00
Brick Payers(complete) 153 SY
$27.00 $0.00
3/4"Asphaltic Concrete(Type S-III)First Lift 3,084 SY
$3.79 $0.00
3/4"Asphaltic Concrete(Type S-Ill)Second Lift 3,084 SY
$3.79 $I 1,688.36
Haul,Compact and Prime 8" Limerock Base(owner provided) 3,237 SY $5.50
$0.00
Rough Grading; Stabilized Subgrade Preparation 3,561 SY
$1.75 S0.00
ROW Rough Grading I LS
$1,000.00 $0.00
ROW Fine Grading
I
LS $1,000.00 $0.00
Sod(1.5'Behind Back of Curb) 484 SY
$1.50 $0.00
Conduit Trench
N/A
LF $3.00 $0.00
2"Conduit
N/A LF S2.00 $0.00
4"Conduit
N/A LF $4.00 $0.00
6"Conduit
N/A LF $6.00 $0.00
TOTAL= $32,402.61
.Votes:
Owner.shall provide unprocessed/limerock for all related project uses. Contractor will he re cponsih/e for all crushing,
processing&hauling of limerock as needed to complete the project in accordance with the construction plans
prepared by,t/itchell Engineering Group, LLC.
Utility trench spoil.shall be sorted and moved by contractor to on-.site stockpile at the direction of the Owner.
Conduits to he ftcrni.shed and installed complete.
Contractor shall be responsible for all utility testing and procedures required by Collier County for Uti/itv.acceptance.
Contractor shall he res'pon.sible Jhr all items and procedures required by Collier County for.site acc'eptanc'e, including
but not limited to vacutuning storm structures, roadway densities and core samples, inlet sutcrhili_ution, stale
stabilization and preserve and littoral.signuge.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface 1Vater Pollution Prevention Plan(SIVPPP)
Owner.shall he responsible Jar all Utility and Subdivision turnover fees.
Owner shall he responsible fir all density geotechnical testing.
LAKOYA at LELY RESORT 16 A 1 1.
LAKOYA POD J
PAVING
Description Estimated Amount
Quantity Unit Unit Price Remaining
Striping and Marking
1 LS $1,000.00 S0.00
Valley Gutter
2.276 LF $7.10 $0.00
Type "F"Curb&Gutter
69 LF S13.75 $0.00
18"Ribbon Curb
55 LF $18.15 50.00
4"Concrete Sidewalk
441 SY $17.75 S7,827.75
4" Limerock Base(owner provided)
0 SY $6.90 $0.00
Handicapped Ramps(Complete w/detectable warnings)
EA $336.00 $0.00
Brick Pavers(complete)
177 SY $27.00 50.00
3/4"Asphaltic Concrete(Type S-Ill) First Lift 2,454 SY $3.79
' $9,300.66
3/4"Asphaltic Concrete(Type S-I1[)Second Lift `454 SY $3.79
$0.00
Haul,Compact and Prime 8"Limerock Base(owner provided) 2,631 SY $5.50
` $0.00
Rough Grading; Stabilized Subgrade Preparation
2,894 SY $1.75 50.00
ROW Rough Grading
1 LS $1,000.00 $0.00
ROW Fine Grading
1 LS $1,000.00 50.00
Sod(1.5'Behind Back of Curb) 391
SY $1.50 $0.00
Conduit Trench
N/A LF $3.00 S0.00
2"Conduit
N/A LF $2.00 $0.00
4"Conduit
N/A LF $4.00 S0.00
6"Conduit
NiA [.F $6.00 $0.00
TOTAL= S17,128.41
,Votes:
(honer shall provide unprocessed limerock k for all related project uses. Contractor will he responsible for all crushing,
processing& hauling of limerock as needled to complete the project in accordance with the construction plans
prepared by.tlitchell Engineering Group, LW
Utility trench spoil shall he sorted and moved by contractor to on-site stockpile at the direction of the Owner.
Conduits to he f arnished and installed complete.
Contractor shall he responsible fur all utility testing and procedures required by Collier County f,r Ctility.Icceptunce.
Contractor shall he responsible fin-all items and procedures required by Collier County for site acceptamce, including
hut not limited to vacuuming storm structures, roadway densities and core.rumples, inlet sutubili_ution, sisw/e
stabilization and preserve and littoral signage.
Contractor shall he responsible for de-watering in compliance with the master de-watering permit including the
construction of any recharge trench and any other applicable means to manage de-watering activities.
Contractor shall he responsible for compliance with the Surface Water Pollution Prevention Plan ISWPPP1
Owner shall he responsible for all Utility and Subdivision turnover fees.
Owner shall he responsible/iur all density geutechnical testing.
ty • + 0
L.-1 KOY-1 al LEL Y RESORT 16 A l 1
L f
KOYA POD%I 1
PAVING
Estimated Amount
Description
Quantity uantity Unit Unit Price Remaining
Striping and Narking I LS 53,t 00.00
SO 00
type'•D"Ciub&Gutter 48 if SI 155 SO 00
ripe'F"Curb&Glitter 10,535 LF $8 36 SO 00
18"Ribbon Curb 483 LF $1815
50 00
4"Concrete Sidewalk 3,928 SY S17 75
50 00
4"L imerock Base(owner provided) 4.321 SY S6 90
S0.00
ltandicapped Ramps iComplete w/detectable warnings) 34
EA S336.00 50.00
Brick Pasers(complete) 5.634 SY
527 00 50.00
34".Asphaltic Concrete(Type S-III)First Lift 9,052 SY
43.79 50.00
3 4"Asphaltic Concrete tTspe S-111)Second Lift 9,052 SY
53.79 534,307.08
Haug,Compact and Prime 8"Limerock Base(owner provided) 14,686 SY 55 50
5000
Rough Grading;Stabilized Subgrade Preparation 16,155 SY SI 75
50.00
ROW Rough Grading I LS S5.000.00
50 00
ROW Fine Grading I ES 55,000 00
50.00
Median Fill 872 CY 53.50
50.00
Fill Placement fix Floated Entry 3,995 CY 53.50 50.00
Sod(1 5'Behind Back of Curb) 1 764 SY
SI.50 SQW
Conduit Trench N%A LF S3 00
SO 00
2"Conduit
N,A LF 52.00 $0.00
4"Conduit
N/A LF S4 00 SO 00
6"Conduit
N/A LF S6 00 SO 00
Grand Lek/irn•e Improvements
Existing Sidewalk Removal 171
SY 59 00 50 00
Existing type"F"Curb Removal 414 I..F $5.()0
50.00
Existing Fill Reinosal 102
CY 53 00 SO 00
2" rype S-1 Asphaltic Concrete 306 SY S11.00
50.00
I"Type S-Ill Asphaltic Concrete 306
SY 55 50 SO 00
Elaid,Compact and Prime 8"Liinerock Base(owner provided/ 306
SY 512W 5000
ripe'•F"Curb&Gutter ,77
- LF 513.75 SO.00
4"Concrete Sidewalk
147 SY 51992 5f)00
4"I.imenxk Base(owner pros ided) 162
SY 5790 SO 00
TOTAL= S34,307.08
Toter:
Owner,hall provide,mprocessed 6mer kk fir all related prole,1 asre. (';antra,for wall he resp,7,11,1e her all.rushing.
prices wig 1 hauling ofimicro,k,i,needed hi,r,mpletc the prole,tm,;ccorant.e w nh die,interaction plans
prpc/rrcl ht)!(((hell Lnqueeern¢Group,1 L(
t'rla;trench,purl.!toll he.uric;/and■nnivc by,'minx for to on-sue sn„kpile at the direction of the(Iwnet
(,mJugs to he!(ironshed and,istalled,omplete.
Tip soil for-nnhint NI to he furnished from,m-site stack l'ile I 'our i l,,c re,ponvble 1 r haul.till,and spread
1leJm,m till sohime,is stones I foot,9'fill jar the rncihcn i sland
7n/1 l•iil i„lame—aleaulat 1 from:/Nl'it u1/h,.'It-'length and average ,-pth of 2.I2 '
(',vitt-actor shall fie responsible jar.ill utility t.strn;;:m/prow dares required ht'('oilier(ounli for I Piny.Icrcplan,e.
(„ntru tar,hall he responsible Sir all aims and pr t e hares required.hi•I oilier(,a ntyi for site aarptam,e.au lading
'•tat tad lanneJni wnaumu,'storm g ra,tare 5.I,+ailwat:1•mines,mc core'o,nples,m/etsatohlt:irnon, ,Hale
,r,ahti;:atian,md/,rescne,md;iuor,l s'In,1r;e
■ ,wtra,for shall be respunsihle!.v de-w aterng in,.-mp6,ott c a rth the master tie-a uterng permit air ltukng the
-,nstrrec non•.1,air re,flange rrenc h,and any other,gtplrc,ahle:mean,to-nanage,le-altering.k us mes
e aura,for,/earl be n,-sp,nvhle for,,,mp/tcutce a ith the surface f)'rrter Pollution Prevention Plan,.511Y1'1'1
t h,nee.1,111 he re cpu cth!e Iav'III I iilnt and.\111'.11111/.in fu nnrcr!cc r
(,Hnee.ihl/!•c''_ ,sousO,/e firill.Lmay -,d.,/nn„altc,crng
G AL DOCUMENTS CHECKLIST& ROWING G S_
° ACCOMPANY ALL ORIGINAL DOCUMENTS SENT O A,F, i COUNTY COMMISSIONERS Okl
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office
1111461,1
4. BCC Office Board of County J\--\
Commissioners �� «V«<<
5. Minutes and Records Clerk of Court's Office
I t (20 t2:1161)01
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who cr ated/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additi nal or missing information.
Name of Primary Staff John Houldswo Phone Number x-5757
Contact/ Department
Agenda Date Item was Oct. 8,2013 Agenda Item Number 16-Al 1
Approved by the BCC
Type of Document at- ko a Phase Two Number of Original One
Attached ((�'1 ' 1-t \e !V'-f (5\* Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? JH
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the fmal negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is input into SIRE. /mil/fA
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on October 8,2013 and all changes made CVO
during the meeting have been incorporated in the attached document. The County
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC, all changes directed by the BCC have been made,and the document is ready for the
Chairman's signature. J
1:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
COLEMAN, YOVANOVICH & KOESTER, P.A. 16 A 11
ATTORNEYS AT LAW
Kevin G. Coleman NORTHERN TRUST BANK BUILDING Linda C. Brinkman
Richard D. Yovanovich 4001 TAMIAMI TRAIL NORTH Matthew M.Jackson
Edmond E. Koester SUITE 300 Jeffrey J. Beihoff
William M. Burke NAPLES,FLORIDA 34103 Harold J. Webre
Gregory L. Urbancic 239-435-3535 Caroline M. Magliolo
Matthew L.Grabinski 239-435-1218 FACSIMILE Charles A.B.Thomson
Craig D. Grider www.cyklawfirm.com David Kerem
Michael D. Gentzle
Writer's Email: Of Counsel:
cgrider(a,cyklawfirm.com Kenneth R.Johnson
October 14, 2013
TTTLE OPINION
LAKOYA—PHASE II
This opinion is provided pursuant to Section 177.041, Florida Statutes,to:
The Collier County Board of County Commissioners
3301 Tamiami Trail East
Naples, Florida 34112
1, Craig D. Grider, am an attorney licensed to practice in the State of Florida and I have, on the 11th
day of October, 2013, examined title to the real property described on Exhibit "A" attached hereto
and by reference incorporated herein.
This examination of the Public Records of Collier County, Florida is evidenced by (a) Chicago Title
Insurance Company Owner's Policy of Title Insurance 7210609-09109 effective September 24, 2003,
and (b) Chicago Title Insurance Company Owner's Policy of Title Insurance 7210609-361146
effective October 25, 2007, and (c) examination of the information contained in Attorney's Title
Insurance Fund, Inc. Attorney Title Information Data System from the period of time from September
24, 2003,through and including September 30, 2013.
Based solely upon my examination of the foregoing, and assuming the accuracy of the information
contained in the documentation relied upon, it is our opinion that as of September 30, 2013:
The record title to the above-described property is vested as follows:
Stock Development, L.L.C., a Florida limited liability company, by Warranty Deed recorded in
Official Records Book 4296, Page 807, Public Records of Collier County, Florida, a copy of which is
attached hereto as Exhibit"B"which by reference is incorporated herein.
October 14, 2013 16 A 11
Page 2 of 4
Said record title holder has a fee simple title thereto subject, however, to the following encumbrances
or qualifications:
1. Mortgage and Security Agreement dated October 23, 2007, in favor of Fifth Third Bank
recorded in O.R. Book 4296, Page 821, Public Records of Collier County, Florida, together
with Assignment of Leases and Rents of Real Property recorded in O.R. Book 4296, Page
868, and Financing Statement recorded in U.R. Book 4296, Page 883; as modified by
Mortgage Modification Agreement dated June 30, 2010, recorded in O.R. Book 4583, Page
52 and Amended Assignment of Leases recorded in O.R. Book 4583, page 104 and UCC-3
recorded in O.R. Book 4583, Page 124; and as modified by Mortgage Modification
Agreement dated February 9, 2011, recorded in O.R. Book 4650, Page 3314, and Notice and
Acknowledgement of Future Advance and Third Amendment recorded in O.R. Book 4950,
Page 3396, all of the Public Records of Collier County, Florida.
2. Terms, Conditions, covenants, limitations, easements, reservations and other matters
contained in the Declaration of Covenants for Lely Resort, recorded in Official Records Book
1513, Page 835, as amended in O.R. Book 1906, Page 1178, and as further amended in O.R.
Book 3405, page 894; and as amended in O.R. Book 4406, Page 3583, and as further
amended in the Public Records of Collier County, Florida.
3. Collier County Ordinance 75-20 recorded in Official Records Book 619, Page 1177, Collier
County Ordinance 75-21 recorded in Official Records Book 619, Page 1182, and Collier
County Ordinance 75-24 recorded in Official Records Book 619, Page 1191, all Public
Records of Collier County, Florida.
4. Notice of Modification of Adopted Development Order dated June 16, 1993, and recorded in
Official Records Book 1838, Page 2074, Public Records of Collier County, Florida.
5. Declaration of Restrictions recorded in Official Records Book 1311, at Page 1704 and at Page
1715, Public Records of Collier County, Florida.
6. Planned Unit Development Document for Lely Resort adopted under Ordinance No. 92-15 as
. the same if recorded in Official Records Book 1909, Page 1296, Public Records of Collier
County, Florida.
7. Development Agreement by and between Stock Development, LLC and the Board of County
Commissioners of Collier County, Florida, recorded in O.R. Book 3498, Page 233, Public
Records of Collier County, Florida as modified by First Amendment to Development
Agreement recorded in O.R. Book 4281, Page 1289, Public Records of Collier County,
Florida.
8. County Utility Easements recorded in O.R. Book 4124, Page 3250, Public Records of Collier
County, Florida.
9. South Florida Water Management District Environmental Resource Permit Notice recorded
in O.R. Book 4388, Page 1909, Public Records of Collier County, Florida.
10. Rights of the Lely Community Development District, a Political subdivision of the State of
Florida,to traverse the land for ingress and egress to landlocked parcels, if any.
October 14, 2013
Page 3 of 4 16 A 1 1
11. Notice of Environmental Resource or Surface Water Management Permit recorded April 28,
2009 in Official Records Book 4447, Page 1038, Public Records of Collier County, Florida,
and Notice of Environmental Resource or Surface Water Management Permit recorded
January 19, 2010, in Official Records Book 4529, Page 74, and recorded March 16, 2010, in
O.R. Book 4546, Page 952, all Public Records of Collier County, Florida, which Notices
incorporate numerous Permits for Lely Resort.
12. Special Warranty Deed transferring certain Conservation Areas as more particularly
described therein to Lely Resort Master Property Owners Association, Inc. dated March 9,
2010, and recorded in Official Records Book 4545, Page 3042, Public Records of Collier
County, Florida. Such Conservation Areas are not located within the boundaries of this plat
but some are adjacent to the boundaries of and benefit the plat.
13. Easement in favor of Comcast of the South, Inc. dated March 29, 2011 and recorded February
1, 2012, in O.R. Book 4760, Page 2691, Public Records of Collier County, Florida, located
within public utility easements as shown on the Plat of Lakoya as recorded in Plat Book 50,
Pages 69-78, Public Records of Collier County, Florida.
14. Declaration of Covenants, Conditions and Restrictions for Lakoya at Lely Resort recorded
February 14, 2011, in O. R. Book 4651, Page 3124, Public Records of Collier County,
Florida, as amended in Official Records Book 4713, Page 585, Public Records of Collier
County,. Florida.
15. Plat of Lakoya according to the Plat thereof recorded in Plat Book 50, Page 69, Public
Records of Collier County, Florida.
16. Collier County Resolution No. 2013-183 recorded in O.R. Book 4965, Page 1660 Public
Records of Collier County, Florida.
17. Notices of Commencement recorded in O.R. Book 4952, Page 1893; O.R. Book 4952, Page
1891; O.R. Book 4951, Page 2855; O.R. Book 4951, Page 2853; O.R. Book 4951, Page 2851;
O.R. Book 4951, Page 2849; O.R. Book 4951, Page 2847; O.R. Book 4950, Page 3429; O.R.
Book 4950, Page 3427; O.R. Book 4950, Page 3425; O.R. Book 4950, Page 3423; O.R. Book
4950, Page 3421; O.R. Book 4950, Page 3419;O.R. Book 4950, Page 3417; O.R. Book 4950,
Page 3415; and O.R. Book 4950, Page 3413, all of the Public Records of Collier County,
Florida.
Taxes for the year 2013 became a lien upon the land on January 1, 2013, but are not due and payable until
November 1, 2013. Taxes for the year 2012 and prior years have been paid. Folio Numbers
53570100047 and 53570100380.
Respectf submitted'
„r
I r.
Colem n, Yo . •vich & Koes ; P.A.
4001 iami ailNorth Suite 10
Naples, lorida 4103
October 14, 2013
Page 4 of 4 16 Al 1
Exhibit"A"
BEING ALL OF TRACT "F 1", LAKOYA, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 50, PAGES 69 THROUGH 78 (INCLUSIVE), OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
TOGETHER WITH A PORTION OF TRACT "01" OF SAID PLAT, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE MOST SOUTHWESTERLY CORNER OF TRACT "01", LAKOYA,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 50, PAGES 69
THROUGH 78 (INCLUSIVE), OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE NORTH 00°00'00" EAST, ALONG THE BOUNDARY OF SAID TRACT
"01", A DISTANCE OF 20.00 FEET TO A POINT ON THE BOUNDARY OF TRACT "F1"
OF SAID PLAT AND THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN
DESCRIBED; THENCE DEPARTING FROM THE BOUNDARY OF SAID TRACT "F1",
CONTINUE NORTH 00°00'00" EAST, ALONG THE BOUNDARY OF SAID TRACT "01", A
DISTANCE OF 155.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
EASTERLY, 14.09 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHERLY, HAVING A RADIUS OF 180.00 FEET, THROUGH A CENTRAL ANGLE OF
04°29'08" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 87°45'26"
EAST, 14.09 FEET TO THE END OF SAID CURVE; THENCE SOUTH 00°00'00" WEST, A
DISTANCE OF 154.45 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT "F 1";
THENCE NORTH 90°00'00" WEST, ALONG THE BOUNDARY OF SAID TRACT "F1", A
DISTANCE OF 14.08 FEET TO THE POINT OF BEGINNING.
CONTAINING 3,723,636 SQUARE FEET OR 85.483 ACRES, MORE OR LESS.
16 All.
MORTGAGEE'S CONSENT
Plat of Lakoya Phase 2
STATE OF FLORIDA
COUNTY OF COLLIER
FIFTH THIRD BANK hereby certifies that it is the holder of a mortgage upon the
property in Collier County,Florida,more particularly described on the Plat of Lakoya Phase
2 as recorded in Plat Book , Page ,Public Records of Collier County,Florida(the
"Property").
The mortgage is described as Mortgage and Security Agreement executed by Stock
Development, LLC, a Florida limited liability company, in favor of Fifth Third Bank,dated
October 23, 2007, and recorded in Official Records Book 4296, Page 821, together with
Assignment of Leases and Rents of Real Property recorded in O.R. Book 4296, Page 868,
and Financing Statement recorded in O.R. Book 4296, Page 883; as modified by Mortgage
Modification Agreement dated June 30, 2010, recorded in O.R. Book 4583, Page 52 and
Amended Assignment of Leases recorded in O.R. Book 4583,page 104 and UCC-3 recorded
in O.R. Book 4583, Page 124; and as modified by Mortgage Modification Agreement dated
February 9, 2011, recorded in O.R. Book 4650, Page 3314, and Notice and
Acknowledgement of Future Advance and Third Amendment recorded in O.R. Book 4950,
Page 3396, all of the Public Records of Collier County, Florida (collectively the
"Mortgage").
By execution hereof, Fifth Third Bank does hereby join in and consent to the
dedication of the Property by the owner under the Plat of Lakoya Phase 2, and agrees that its
mortgage shall be subordinated to the dedications shown thereon.
v. PA
FIFTHT ' D : : ,
Print Name. MlG}}aSt. P PEtzliko By:
•AinV', y
OfrUMPA
Title: S V/
Print Name: czwyen 6oi w3t,u
(Corporate Seal)
16A11
IZo
The foregoing instrument was acknowledged before me on this I .3 day of
CpOic,\O , 2013, by kq Y Jl`N■`nty, as
jVP of Fifth Third Bank, on behalf of Fifth Third Bank, and
who [,/1 is personally known to me, or[ ] has produced
as identification.
c ))/lAtae_
Notary Publce— --J
(Notary Seal) Print Name: 4r1e(e—raY1
State of�a a1,Large
OFFICIAL SEAL My Commission xpires: I
OANELLE TAYLOR �u t y -2:2_ 20
Notary Public•51*of MOM
I My Commission Expires Jul 22,2017
• — - - — - - - -mow