Backup Documents 06/08/2021 Item #16A 1 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP i 6 A 1
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney 011icc
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.
**NEW** ROUTING SLIP
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 b)20 Izl
"t
4. BCC Office Board of County
Commissioners
5. Minutes and Records Clerk of Court's Office l
PRIMARYU ?-1 LZ:24a1M
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 Melissa Nute Phone Number x-2361
Contact/ Department
Agenda Date Item was 6/8/2021 Agenda Item Number 16A1
Approved by the BCC
Type of Document Hat,Joinder Number of Original 2
Attached 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? MN
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
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
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney. MN
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 MN
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 MN
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.
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 6/8/2021 and all changes made during
the meeting have been incorporated in the attached document. The County "t
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the n
BCC,all changes directed by the BCC have been made,and the document is ready for the V
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
I. 6A 1
This instrument prepared by:
Harold J.Webre,Esq.
Coleman,Yovanovich&Koester,P.A.
4001 Tamiami Trail N.,Suite 300
Naples,FL 34103
MORTGAGEE'S CONSENT TO PLAT OF
HACIENDA LAKES PARKWAY
The undersigned hereby certifies that Wilton Land Company, LLC, a Florida limited liability
company, as Mortgagee, is the owner and holder of that certain Mortgage and Security Agreement,
and related Assignment of Leases, Rents & Profits and UCC-1 Financing Statement, executed by
Hacienda Lakes of Naples, LLC, a Florida limited liability company, as Mortgagor, recorded
December 28, 2012 in O.R. Book 4870, Page 268, O.R. Book 4870, Page 295 and O.R. Book 4870,
Page 306, all of the Public Records of Collier County, Florida (collectively, the "Mortgage"), which
Mortgage encumbers the property described on Exhibit"A" attached hereto, and that in such capacity
the undersigned does hereby consent to the plat of Hacienda Lakes Parkway to be recorded in the
Public Records of Collier County, Florida (the "Plat"), and agrees that the Mortgage shall be
subordinate solely to the dedications and reservations expressly shown on the Plat. Except as expressly
subordinated herein, the Mortgage shall remain in full force and effect.
IN WIT SS WHEREOF, the undersigned has caused this Consent to be duly executed on
this lot day of , 2021.
Wilton Land Company, LLC, a Florida limited
T..--
a liability comp y
By:
Witnes � George . Bauer, as Trustee of the
Prin ame: v a� (c . l pIYG$ George P. Bauer Revocable Trust
dated July 20, 1990, its Manager
bhill d-1 , M. . It,r-c, re
Witness
Print Name:ChQ,r/a/k. in. Wit/44p
STATE OF f krre
COUNTY OF 1
The foregoing instrument was acknowledged before me by means of [XQ physical presence or
[ ] online notarization, this (o — day of fcya.r/- , 2021, by George P. Bauer, as Trustee of the
George P. Bauer Revocable Trust dated July 20, 1990, as Manager of Wilton Land Company, LLC, a
Florida limited liability company, who PC] is personally known to me or who [ ] has produced
as identification. �I /{,,Q
NotaryPublic State d Florida U A. �tri
c N6 Charlotte M.Walkup Notary Public
r My Commission GG 945455 Mycommission expires:
'�,ppdb t xpires ovztno2a P
I 1
Exhibit "A"
A TRACT OR PARCEL OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF
COLLIER, LYING IN SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, BEING A PART
OF THE PARCEL AS DESCRIBED IN OFFICIAL RECORDS BOOK 5025, PAGE 3906, COLLIER
COUNTY PUBLIC RECORDS AND A PART OF TRACT FD-2, HACIENDA LAKES OF NAPLES,
PLAT BOOK 55, PAGE 10, SAID PUBLIC RECORDS AND BEING FURTHER BOUNDED AND
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF TRACT PR-1, ESTILO ACRES, PLAT BOOK
65, PAGE 69, SAID PUBLIC RECORDS, ON THE BOUNDARY OF SAID TRACT FD-2,
HACIENDA LAKES OF NAPLES; THENCE S. 87°31 ' 38"W. ALONG THE NORTH BOUNDARY OF
SAID TRACT PR-1, A PORTION OF SAID BOUNDARY OF TRACT FD-2 AND THE EAST-WEST
QUARTER SECTION LINE OF SAID SECTION 14, FOR 1217. 94 FEET; THENCE
N.00°48 ' 13"E. ALONG A SOUTHERLY EXTENSION OF THE WEST BOUNDARY OF THE PARCEL
AS DESCRIBED IN OFFICIAL RECORDS BOOK 5204, PAGE 3519, SAID PUBLIC RECORDS,
FOR 30 .05 FEET; THENCE N. 87°31 '38"E. , PARALLEL WITH AND 30. 00 FEET NORTHERLY
OF (AS MEASURED ON A PERPENDICULAR) SAID EAST-WEST QUARTER SECTION LINE,
SAID NORTH BOUNDARY OF TRACT PR-1 AND SAID PORTION OF BOUNDARY OF TRACT FD-
2, FOR 1189. 03 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS
OF 35 . 00 FEET; A CHORD BEARING N.44°09 ' 55"E. AND LENGTH OF 48 . 06 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 86°43 '27" , FOR AN ARC
LENGTH OF 52 . 98 FEET; THENCE N.00°48 ' 11"E. FOR 8 .59 FEET; THENCE
S. 89°11'49"E. FOR 80. 00 FEET; THENCE S.02°28 '22"E. FOR 2 .00 FEET TO THE
BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 35. 00 FEET; A CHORD
BEARING S.47°28 '22"E. AND LENGTH OF 49 .50 FEET; THENCE ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 90°00 ' 00" , FOR AN ARC LENGTH OF 54 . 98 FEET;
THENCE N. 87°31' 34"E. FOR 1.66 FEET; THENCE S. 02°28 '22"E. FOR 60 . 00 FEET TO
SAID BOUNDARY OF TRACT FD-2; THENCE S.87°31' 38"W. ALONG SAID BOUNDARY FOR
32 .76 FEET; THENCE S. 02°28 ' 22"E. ALONG SAID BOUNDARY FOR 10 .00 FEET TO THE
BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 15 . 06 FEET;
A CHORD BEARING S.44°14 '44"W. AND LENGTH OF 20 .62 FEET; THENCE ALONG SAID
BOUNDARY AND CURVE THROUGH A CENTRAL ANGLE OF 86°22 '23" , FOR AN ARC LENGTH
OF 22 .71 FEET; THENCE S.00°12 ' 00"W. ALONG SAID BOUNDARY FOR 3 .55 FEET;
THENCE LEAVING SAID BOUNDARY, N. 89°12 ' 00"W. FOR 57. 97 FEET TO THE BEGINNING
OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 32 .12 FEET; A CHORD
BEARING N.27°41 ' 19"W. AND LENGTH OF 26 . 94 FEET; THENCE ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 49°35 ' 03" , FOR AN ARC LENGTH OF 27.80 FEET;
THENCE S. 87°31' 38"W. FOR 3 .54 FEET; THENCE N. 00°48 ' 00"E. FOR 30. 05 FEET TO
SAID EAST-WEST QUARTER SECTION LINE; THENCE S.87°31 ' 38"W. ALONG SAID QUARTER
SECTION LINE FOR 5 .66 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 49329.73 SQUARE FEET, OR 1. 13 ACRES, MORE OR LESS.
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 16 1
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
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.
**NEW** ROUTING SLIP
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 Attomcy Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office
pbP 41w1��
4. BCC Office Board of County �
Commissioners
5. Minutes and Records Clerk of Court's Office
11/646 / thV fiat
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 Melissa Nute Phone Number x-2361
Contact/ Department
Agenda Date Item was 6/8/2021 Agenda Item Number 16A1
Approved by the BCC
Type of Document CMA&Performance Bond Number of Original 1
Attached 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? MN
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
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
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney. MN
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 MN
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 MN
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.
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 6/8/2021 and all changes made during i f' e5
the meeting have been incorporated in the attached document. The County ,� tF elan or
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 fo the i\(� ie
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.0 , ' ed 2.24.05;Revised 11/30/12
6 A 1
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
THIS CONSTFJJCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS entered
into this ' ' day of August , 20 21 between Hacienda Lakes of Naples,LLC hereinafter referred
to as "Developer", and 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: Hacienda Lakes Parkway
B. Chapter 4 and 10 of the Collier County Land Development Code required 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: Required subdivision improvements
within 36 months from the date of approval 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$ 71,349.49 which amount represents 10% of the total
contract cost to complete the construction plus 100% of the estimated cost of 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 County, 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 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 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; or
b) notify the Developer in writing of his refusal to approve 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 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 designee to inspect the required
improvements. The County Manager or 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.
Page 1 of 2--
16 A 1
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 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
designee. The County Manager or 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 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 and 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 andtfVe Developer have caused this Agreement to be executed by their
duly authorized representatives this / 7 day of August , 20 21 .
SIGNED IN THE PRESENCE OF: (Name of Entity)
Hacienda Lakes of Naples,LLC
Witness:
`- P � ��.'7 By:
Printed Name. ```'''''''''�V�� •
�, David E. Torres, Manager
[— (Li(k-� . �-�S
Witness: Printed Name/Title
(President,VP, or CEO
L taidi( M . ,1,`/L.Lie_ 17
Printed�Name: Evidence of signing authority attached —
C.it"�trie WG h1. [VA I Kk p hereto as Exhibit 46" . —
ATTEST:
CRYSTAL K. KINZEL, CLERK BO D COUNTY COMMISSIONERS
OF
LIER COUNTY, F • - '`'
or
u-kuiv. v ..
By� By:
Deputy Clerk tt�� Yearly.
Tay r, Chalrtialt
Approved as to form an/i tliitr. •
°IAA-1CD. 1-7 ,
Derek D. Perry
Assistant County Atte Y
Page 2 of Z-
16 * 1
Exhibit "A"
Collier County
Growth Management Division
2800 Horseshoe Drive N.
Naples, FL 34104
239-252-2400
RECEIPT OF PAYMENT
Receipt Number: 2021882096
Transaction Number: 2021-080029
Date Paid: 09/08/2021
Amount Due: $71,349.49
Payment Details: Payment Method Amount Paid Check Number
Check $71,349.49 3890
Amount Paid: $71,349.49
Change / Overage: $0.00
Contact: Hacienda Lakes of Naples, LLC
7742 Alico Road
Fort Myers, FL 33912
FEE DETAILS:
Fee Description Reference Number Original Amount GL Account
Rae Paid
Refundable Bonds PL20200002273 $71,349.49 $71,349.49 670-000000-220113
Cashier Name: Melinda.Moster
Batch Number: 10327
Entered By: LuciaMartin
UA 1
2021 FLORIDA LIMITED LIABILITY COMPAI EXHIBIT"B" FILED
DOCUMENT#L09000067527 Feb 11, 2021
Entity Name: HACIENDA LAKES OF NAPLES, LLC Secretary of State
Current Principal Place of Business: 9736257192CC
7742 ALICO RD
FT MYERS, FL 33912
Current Mailing Address:
7742 ALICO RD
FT MYERS, FL 33912 US
FEI Number: 27-0590435 Certificate of Status Desired: No
Name and Address of Current Registered Agent:
TORRES,DAVID E
7742 ALICO RD
FT MYERS,FL 33912 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
Authorized Person(s) Detail :
Title MGR
Name TORRES,DAVID E
Address 7742 ALICO RD
City-State-Zip: FT MYERS FL 33912
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath;that tam a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and
that my name appears above,or on an attachment with all other like empowered.
SIGNATURE:DAVID E. TORRES MGR 02/11/2021
Electronic Signature of Signing Authorized Person(s)Detail Date
16 * 1
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
cdiod ROBAU &ASSOCIATES
J
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
GENERAL $ 31,115.00
EARTHWORK $ 11,131.30
SANITARY SEWER $ 69,011.00
POTABLE WATER&FIRE $ 63,058.50
STORM DRAINAGE $ 102,456.00
PAVING $ 399,490.10
LIGHTING $ 34,200.00
TOTAL S 713,494.90
10%MAINTENANCE GUARANTEE $ 71,349.49
TOTAL INCLUDING MAINTENANCE GUARANTEE $ 784,844.39
REQUIRED BOND AMOUNT $ 71,349.49
*IMPROVEMENTS WITH3TRHEET+4494GH HAVE BEEN COMPLETED,CERTIFIED AND INSPECTED UNDER PL20180002074
/ DocuSigned by:
,�w:oFs
1 ••10Eh.
S♦ ' sd''•.
S1. Na.tMa10
7I * rir
STATE K ,447
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This item has been electronically signed and sealed by Matthew W.DeFrancesco,Professional Engineer Using a SHA Authentication Code.
Printed copies of this document are not considered signed and sealed and the SHA Authentication Code must be verified on any electronic copies.
9/1/2021 921 AM RoI.u,v.n...k Sh.,M r020.00.1sN TI.lord,W.0.,,,,,I'.rk R,-n.t(,,,.I,G.rvkc09.IR,mMinp Su,.RAI I,o'C'R.21 IN III
16A 1
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
A
�1 ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
GENERAL
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Mobilization(Large Projects,$10.0 to$20.0 Million) LS 0 $ 25,000.00 $ -
Mobilization(Large Projects,$2.5 to$10.0 Million) LS 0 $ 10,000.00 $ -
Mobilization(Small Projects,$500,000 to$2.5 Million) LS I $ 5,000.00 $ 5,000.00
Maintenance of Traffic(Varies,Depends on Type Project) LS I $ 2,500.00 $ 2,500.00
Staked Silt Fence LF 8.932 $ 1.25 $ 11,165.00
Turbidity Barrier(Floating) LF 180 $ 12.50 $ 2,250.00
Signing&Pavement Marking Per Mile EA 0.54 $ 5,000.00 $ 2,700.00
Construction Staking Total Project LS I $ 7,500.00 $ 7,500.00
Clearing&Grubbing(Burn) AC 0 $ 2,500.00 $ -
Clearing&Grubbing(Chip&Haul Off-Site) AC 0 $ 3,400.00 $ -
General Subtotal $ 31,115.00
1 6 A 1
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
AA
jf ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
EARTHWORK
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Excavate,Stockpile for Rock Bury CY 0 $ 1.50 $ -
Replace from Stockpile&Cover Rock Bury CY 0 $ 1.25 S -
Import Fill(compacted in-place) CY 0 $ 9.75 $ -
Berm Construction LF 0 $ 3.80 $ -
Swale Construction LF 1,635 $ 2.50 $ 4,087.50
Construction Entrance(FDOT Stone Bed) EA 0 $ 3,500.00 S -
Rip-Rap(12")w/Fabric SY 0 $ 60.00 $ -
Rock Crushing(On-site from Lake Excavation) CY 0 $ 2.50 $ -
Rock Blasting(Range$15,000/$75,000,Depends AC 0 $ 45,000.00 -
on Thickness of Rock&Other Variables)
Sod @ Swale and Lake Bank SY 1,817 $ 1.40 S 2,543.80
NPDES Monitoring LS I $ 7,500.00 $ 7,500.00
Earthwork Subtotal $ 14,131.30
16A I
DocuSlgn Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
4
-�1 ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Eatimated By:KAM
Checked By:MWD
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8"PVC Sanitary Sewer Main(0'-6'Depth) LF 0 $ 24.00 $ -
8"PVC Sanitary Sewer Main(6'-8'Depth) I.F 0 $ 30.00 $ -
8"PVC Sanitary Sewer Main(8'-I0'Depth) LF 0 $ 42.00 $ -
8"PVC Sanitary Sewer Main(10'-12 Depth) LF 339 $ 56.00 $ 18,984.00
8"PVC Sanitary Sewer Main(12'-I4'Depth) LF 0 $ 72.00 $ -
8"PVC Sanitary Sewer Main(I4'-16'Depth) LF 0 $ 86.00 $ -
4'Diameter Manholes(0'-6'Depth) EA 0 $ 3,800.00 $ -
4'Diameter Manholes(6'-8'Depth) EA 0 $ 4,600.00 $ -
4'Diameter Manholes(8'-l0'Depth) EA 0 $ 5,500.00 $ -
4'Diameter Manholes(10'-12'Depth) EA 3 $ 6,400.00 $ 19,200.00
4'Diameter Manholes(12'-14'Depth) EA 0 $ 7,800.00 $ -
4'Diameter Manholes(14'-16'Depth) EA 0 $ 9,000.00 $ -
Additional Cost,Drop Manhole for(8'-10'Depth) EA 0 $ 1,000.00 $ -
Additional Cost,Drop Manhole for(10'-12'Depth) EA 0 $ 1,300.00 $ -
6"PVC Laterals LF 29 $ 21.00 $ 609.00
6"Single Clean-out EA 1 $ 225.00 $ 225.00
6"Double Clean-out EA 0 $ 425.00 $ -
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
cii6)4.1
ROBAU & ASSOCIATES
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Video Inspection LF 339 S 2.00 $ 678.00
4"PVC Force Main(C-900,CL200,DR-I8) LF 0 $ 16.00 $ -
4"PVC Force Main(C-900,CL,200,DR-14) LF 0 $ 18.00 $ -
6"PVC Force Main(C-900,CL 200,DR-18) LF 964 $ 22.00 $ 21,208.00
6"PVC Force Main(C-900,CL 200,DR-14) LF 140 $ 26.00 $ 3,640.00
Air Release Valves EA 1 $ 1,200.00 $ 1,200.00
8"Force Main Hot Tap EA 0 $ 3,500.00 $ -
6"Force Main Hot Tap EA 0 $ 3,100.00 $ -
4"Force Main Hot Tap EA 0 $ 2,500.00 $ -
Directional Bore 4"Force Main,(12"Casing) I,F 0 $ 140.00 $ -
Directional Bore 6"Force Main,(12"Casing) LF 0 $ 160.00 $ -
Directional Bore 8"Force Main,(16"Casing) LF 0 $ 210.00 $ -
4"Plug Valve EA 0 $ 1,000.00 $ -
6"Plug Valve EA 1 $ 1,200.00 $ 1,200.00
8"Plug Valve EA 0 $ 1,500.00 $ -
10"Plug Valve EA 0 $ 2,000.00 $ -
Connect to Existing Plug Valve EA 1 $ 2,100.00 $ 2,100.00
Sanitary Sewer Subtotal $ 69,044.00
I 6 A I
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
AA,
coltvi ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
POTABLE&RECLAIMED WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
I0"PVC Water Main(C-900,CL-200,DR-I4) LF 526 $ 28.00 $ 14,728.00
10"PVC Water Main(C-900,CL-200,DR-I8) LF 233 $ 26.00 $ 6,058.00
10"Gate Valve EA 1 $ 2,300.00 $ 2,300.00
10"Deflection EA 2 $ 3.800.00 $ 7,600.00
8"PVC Water Main(C-900,CL-200,DR-14) LF 420 $ 22.00 $ 9,240.00
8"PVC Water Main(C-900.CL-200,DR-18) LF Ill $ 20.00 $ 2,220.00
8"Gate Valve w/Box EA 0 $ 1,400.00 $ -
8"Deflection EA 2 $ 3,500.00 $ 7,000.00
8"Backflow Preventer EA 0 $ 8,000.00 $ -
Fire Hydrant Assembly EA 1 $ 3,600.00 $ 3,600.00
Dead-End Hydrants EA 0 $ 3,800.00 $ -
Blue RPM's EA 1 $ 12.50 $ 12.50
Perm.Bact.Sample Point EA 1 $ 1.200.00 $ 1,200.00
Temporary Blow-off&Bact.Sample Points EA 1 $ 1,200.00 $ 1,200.00
Air Release Valve EA 1 $ 1,200.00 $ 1,200.00
6"Backflow Preventer EA 0 $ 6,000.00 $ -
6"Gate Valve w/Box EA 0 $ 1,200.00 $ -
16A 1
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB
4.
c,,,,S1' i ROBAU &ASSOCIATES
POTABLE&RECLAIMED WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
6"x 12"Hot Tap EA 0 $ 3,100.00 $ -
4"Gate Valve w/box EA 0 $ 1,000.00 $ -
4"PVC Utility Sleeves LF 0 $ 5.00 $ -
2"Water Service Line Li 0 $ 10.50 $ -
Temp.Gap Configuration EA 1 $ 2,500.00 $ 2,500.00
Temp.Backflow Preventer EA 0 $ 2.500.00 $ -
Automatic Flushing Device EA I $4,200.00 $ 4,200.00
Potable Water&Fire Station Subtotal $ 63,058.50
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179D8 1 6 I.
A
1 ROBAU &ASSOCIATES
k
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
15"RCP LF 0 $ 22.00 $ -
18"RCP LF 1,022 $ 32.00 $ 32,704.00
24"RCP LF 367 $ 56.00 $ 20,552.00
30"RCP LF 0 $ 68.00 $ -
36"RCP LF 0 $ 80.00 $ -
12"HDPE LF 0 $ 20.00 $ -
15"HDPE LF 0 $ 24.00 $ -
18"HDPE LF 0 $ 30.00 $ -
24"HDPE LF 0 $ 40.00 $ -
30"IIDPE LF 0 $ 52.00 $ -
Junction Box,<10' EA 5 $ 3,200.00 $ 16,000.00
INLETS,CURB,TYPE P-6,<10' EA 4 $ 6,300.00 $ 25,200.00
Grate Inlet,Type"A" EA 0 $ 3,000.00 $ -
Grate Inlet,Type"B" EA 0 $ 3,200.00 $ -
Grate Inlet,Type"C" EA 0 $ 2,200.00 $ -
Grate Inlet,Type"D" EA 2 $ 2,800.00 $ 5,600.00
Grate Inlet,Type"E" EA 0 $ 2,400.00 $ -
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB 1 6 A I
4
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STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12"Flared End Section EA 0 $ 250.00 $ -
15"Flared End Section EA 0 $ 350.00 $ -
18"Flared End Section EA 0 $ 450.00 $ -
24"Flared End Section EA 0 $ 650.00 $ -
30"Flared End Section EA 0 $ 1,000.00 $ -
36"Flared End Section EA 0 $ 1,500.00 $ -
42"Flared End Section EA 0 $ 2,000.00 $ -
48"Flared End Section EA 0 $ 2,500.00 $ -
54"Flared End Section EA 0 $ 3,000.00 $ -
15"Mitered End Section EA 0 $ 1,500.00 $ -
IS"Mitered End Section EA 0 $ 1,800.00 $ -
24"Mitered End Section EA I $ 2,400.00 $ 2,400.00
30"Mitered End Section EA 0 $ 3,000.00 $ -
36"Mitered End Section EA 0 $ 3,600.00 $ -
42"Mitered End Section EA 0 $ 4,200.00 $ -
48"Mitered End Section EA 0 $ 4,800.00 $ -
54"Mitered Section EA 0 $ 5,400.00 $ -
Yard Drain EA 0 $ 1,200.00 $ -
Storm Drainage Subtotal $ 102,456.0(1
1 6 A 1
DocuSign Envelope ID:0761826F-ODAA-408C-A867-05BD046179DB A
ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Type"A"Curb&Gutter LF 95 $ 12.00 $ 1,140.00
Type"F"Curb&Gutter LF 2,687 S 9.50 $ 25,526.50
3/4"Type S-111 Asphalt(1st.Lift) SY 6.063 $ 3.80 $ 23,039.40
3/4"Type S-I l 1 Asphalt(2nd.Lift) SY 6.063 $ 4.10 $ 24,858.30
3/4"Type S-I l 1 Asphalt(4 Lifts) SY 5,335 $ 9.00 $ 48,015.00
12"Stabilized Subgrade(LBR 40) SY 7,045 $ 1.40 $ 9,863.00
8"Limerock Base(LBR 100) SY 6,063 $ 8.50 $ 51,535.50
6"Limerock Base(LBR 100) SY 448 $ 6.80 $ 3,046.40
Signage&Pavement Marking Per Mile LS 0.54 $ 5,000.00 $ 2,700.00
Sod Strip Between Curb&Sidewalk SY 1.612 $ 1.50 $ 2,418.00
ADA Ramps&Truncated Dome Mats SF 1,603 $ 24.00 $ 38,472.00
5'Wide Sidewalk(6"Thick Concrete) LF 3.896 $ 19.50 $ 75,972.00
Mill Existing Pavement(3"Depth) SF 46,452 $ 2.00 $ 92,904.00
Paving Subtotal $399,490.10
I 6 A 1
DocuSign Envelope ID:0761826F-0DAA-408C-A867-05BD046179DB
t�\
"0 ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:LORD'S WAY SDPA
Estimated By:KAM
Checked By:MWD
LIGHTING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Light Pole or Fixture Installed by FPL EA 19 $ 1,800.00 $ 34,200.00
Lighting Subtotal $34,200.00