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LIBERTY HILLS DEVELOPMENT AGREEMENT
This Liberty Hills Development Agreement (this "Agreement") is entered into by and
between the CITY OF ANNA, TEXAS, a Texas home -rule municipality (the "CiV% LIBERTY
800, LP, a Texas limited partnership ("Liberty 800 ), LIBERTY 75, LP, a Texas limited
partnership ("Liberty 75" and, collectively with Liberty 800 and their respective successors and
assigns, the "Developer'), THE THORNTON FAMILY TRUST ("Thornton"), JANIS REAL
ESTATE, LLC, a Texas limited liability company ("Janis RE"), and JAY P. AND IRENE C.
JANIS, each an individual (Liberty 800, Liberty 75, Janis RE and Jay P. and Irene C. Janis each
individually an "Owner" and collectively, the "Owners") (each individually, a "PaEty," and
collectively, the "Parties"), to be effective on the Effective Date.
SECTION 1
RECITALS
WHEREAS, certain capitalized terms used in these recitals are defined in Section 2; and
WHEREAS, the City is a home -rule municipality of the State of Texas; and
WHEREAS, Liberty 800 owns approximately 787 acres of real property described by
metes and bounds in Exhibit A-1(the "Liberty 800 Property'), Liberty 75 owns approximately 74
acres of real property described by metes and bounds in Exhibit A-2-I, Exhibit A-2-II, and
Exhibit A-2-III (the "Liberty 75 PropeM' ), Thornton owns approximately 103 acres of real
property, described by metes and bounds in Exhibit A-3 (the "Thornton Property") Janis RE owns
approximately 53 acres of real property described by metes and bounds in Exhibit A-4 (the "Janis
RE Property') and Jay P. and Irene C. Janis own approximately 16 acres of real property described
by metes and bounds in Exhibit A-5 (the "Janis Property," and together with the Liberty 800
Property, the Liberty 75 Property, the Thornton Property and the Janis RE Property, the
"Pro a "); and
WHEREAS, a portion of the Property is located within the extraterritorial jurisdiction (the
"ETJ") of the City (such property, the "ETJ Property') and the remaining portion of the Property
is located within the corporate limits of the City; and
WHEREAS, a portion of the Property is subject to that certain Development Agreement
(the "Original Agreement"), attached hereto as Exhibit F, effective as of January 25, 2011,
between the City and Viola Lordsmeer, L.P., predecessor -in -interest to Liberty 800, and the Parties
intend for this Agreement to replace the Original Agreement as it relates to the applicable portion
of the Property; and
WHEREAS, it is intended that the Property, which is depicted in Exhibit B, be developed
to contain single-family homes of various sizes, townhomes, multi -family, commercial and other
mixed -use development constructed over multiple phases and is to be known and referred to as
"Liberty Hills" (the "Project'), as generally depicted on the Illustrative Layout (as defined herein),
which is attached hereto as Exhibit C, which may be revised as set forth in this Agreement, and
in accordance with applicable City Regulations and the development standards set forth in certain
proposed planned development standards ("Development Standards"), which Development
Standards are attached hereto as Exhibit D. and
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 1
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LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 2
WHEREAS, the Illustrative Layout is intended to comply with the vision of the 2050
Comprehensive Plan; and
WHEREAS, the Parties hereto which own the ETJ Property each intend to file a voluntary
petition for annexation of their applicable owned portion of the ETJ Property; and
WHEREAS, the Parties intend for the City to provide water and sewer service to the
Property; and
WHEREAS, the Developer desires and intends to design, construct and install and/or
make financial contributions to certain Authorized Improvements to serve the Project; and
WHEREAS, in consideration of Developer’s and Owners’ agreements contained herein,
the City shall use reasonable efforts to exercise its powers under Texas Local Government Code,
Chapter 372 (the “PID Act”) to create a PID (as defined herein) encompassing the portion of the
Property to be developed as single-family residential (the “PID Property”) to provide financing
arrangements that will enable Developer to do the following in accordance with the procedures
and requirements of the PID Act and this Agreement: (a) fund or be reimbursed for a specified
portion of the costs of the PID Projects using the proceeds of PID Bonds; or (b) obtain
reimbursement for the specified portion of the costs of the PID Projects, the source of which
reimbursement will be installment payments from Assessments within the PID Property, provided
that such reimbursements shall be subordinate to the payment of PID Bonds and Administrative
Expenses; and
WHEREAS, in consideration of the Developer’s and Owners’ agreements contained
herein, as allowed by law, the City agrees to exercise its powers under the TIRZ Act to create the
TIRZ and to dedicate fifty percent (50%) of the City’s ad valorem tax increment, less collection
and administrative costs, attributable to the TIRZ, based on the City’s tax rate each year and as
authorized by law for a period of forty (40) years to (a) for property located in a Single-Family
Subzone (as defined herein) offset or pay a portion of any Assessment levied on assessed parcels
within the PID Property for the costs of Authorized Improvements that qualify as TIRZ Projects
under the TIRZ Act and (b) for property located in a Commercial Subzone, to fund one or more
Chapter 380 Grants as described herein; and
WHEREAS, after creation of the PID and the TIRZ, all of the City’s administrative costs
associated with the PID will be funded by the levy of Assessments on the Property in accordance
with the PID Act, and all of the City’s administrative costs associated with the TIRZ will be funded
from the TIRZ Revenue in accordance with the TIRZ Act; and
WHEREAS, the City desires to provide certain economic incentives related to the
commercial development in the “Mixed Use Subzone” included in the TIRZ (as defined herein)
and to the Developer in consideration of its agreements herein; and
WHEREAS, the Parties desire and intend for the design, construction, and installation of
the Public Infrastructure to occur in a phased manner over the Term of this Agreement and that
Developer will dedicate to and the City will accept the Public Infrastructure for public use and
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 3
maintenance, subject to the City’s approval of the plans and inspection of the Public Infrastructure
in accordance with this Agreement and the City Regulations; and
WHEREAS, the City, subject to the consent and approval of the City Council, and in
accordance with the terms of this Agreement and all legal requirements, including but not limited
to each Indenture, intends to: (i) adopt a Service and Assessment Plan; (ii) adopt an Assessment
Ordinance (to pay for a specified portion of the PID Projects Cost(s) and approved by the City’s
Engineer or his designee and the costs associated with the administration of the PID and the
issuance of the PID Bonds for each respective Phase of the Project); and (iii) issue, in multiple
series, up to $200,000,000 in principal amount of PID Bonds for the purpose of financing a
specified portion of the costs of the PID Projects and paying associated costs as described herein;
and
WHEREAS, unless expressly set forth to the contrary in this Agreement, it is the Parties’
mutual intent that this Agreement shall supersede City Regulations only to the extent that City
Regulations directly conflict with the terms of this Agreement; and
WHEREAS, the Developer and Owners understand and acknowledge that the obligations
undertaken under this Agreement are primarily for the benefit of the Property; and
WHEREAS, the Developer and Owners understand and acknowledge that acceptance of
this Agreement is not an exaction or a concession demanded by the City but rather is an
undertaking of Developer’s and Owners’ voluntary design to ensure consistency, quality, and
adequate infrastructure that will benefit development of the Property; and
WHEREAS, following annexation of the ETJ Property, the City intends to consider zoning
any portion of the Property in the corporate limits as a planned development district and the Parties
acknowledge that the Property may be developed and used in accordance with this Agreement;
and
WHEREAS, the City recognizes the positive impact the Public Infrastructure will bring to
the City and that said improvements will promote state and local economic development, stimulate
business and commercial activity in the City for the development and diversification of the
economy of the state, promote the development and expansion of commerce in the state, and
reduce unemployment or underemployment in the state; and
WHEREAS, as the ETJ Property is in the City’s ETJ on the Effective Date of this
Agreement, the Parties intend that this Agreement is a development agreement as provided for by
state law in Section 212.171 et seq of the Texas Local Government Code; and
WHEREAS, this Agreement shall constitute a “permit” under Chapter 245 of the Texas
Local Government Code and as allowed pursuant to Section 212.172(g) of the Texas Local
Government Code and that all prerequisites for entering into such agreement have been completed
in full and that the City has provided the Developer and Owners with the written disclosures
required when offering this Agreement under Section 212.171(b-1), said section being
incorporated herein as if set forth in full;
NOW, THEREFORE, in consideration of the mutual covenants contained herein, the
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 4
Parties hereby agree as follows:
SECTION 2
DEFINITIONS
Certain terms used in this Agreement are defined in this Section 2. Other terms used in this
Agreement are defined in the recitals or in other sections of this Agreement. Unless the context
requires otherwise, the following terms shall have the meanings hereinafter set forth:
2050 Comprehensive Plan means the Anna 2050 Comprehensive Plan and applicable
provisions of the Anna 2050 Parks Master Plan adopted by the City Council on April 27, 2021
under Ordinance No. 903-2021 and as amended as of the Effective Date.
Administrative Expenses means reasonable expenses incurred by the City in the
establishment, administration, and operation of the PID or TIRZ, respectively.
Administrator means an employee, consultant, or designee of the City who shall have the
responsibilities provided in the Service and Assessment Plan, each Indenture, or any other
agreement or document approved by the City related to the duties and responsibilities for the
administration of the PID.
Assessment(s) means the special assessments levied on the Property pursuant to the PID
Act on a Phase-by-Phase basis, under one or more Assessment Ordinances adopted on a Phase-
by-Phase basis to reimburse Developer on a Phase-by-Phase for a portion of the PID Projects
benefitting the applicable Phase(s) as set forth in the Service and Assessment Plan, as well as
payment of Administrative Expenses and repayment of the PID Bonds and the costs associated
with the issuance of the PID Bonds.
Assessment Ordinance means an ordinance approved by the City Council under the PID
Act levying one or more Assessment(s).
Authorized Improvements means the PID Projects and all on- and off-site public water,
sewer, drainage, and roadway facilities, rights-of-way, along with other public improvements, such
as parks, trails, landscaping and screening, that benefit the Property, are to be constructed by
Developer, are identified on Exhibit E, and for which the Parties intend Developer will be fully
or partially reimbursed pursuant to the terms of this Agreement.
Bond Ordinance means each ordinance adopted by the City Council that authorizes and
approves the issuance and sale of any PID Bonds for each Phase(s) of the Project.
Budgeted Cost means, with respect to any given Authorized Improvement, the estimated
cost of the improvement as set forth by Phase in Exhibit E.
Capital Improvement(s) shall have the meaning provided in Chapter 395, Texas Local
Government Code.
Capital Improvement Costs means any construction, contributions, or dedications of
Capital Improvements, including actual costs of design, engineering, construction, acquisition, and
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 5
inspection, and all costs related in any manner to the Capital Improvement.
Capital Improvements Plan or “CIP” means all capital improvements plan(s) duly adopted
by the City under Chapter 395, Texas Local Government Code, as may be updated or amended
from time to time.
Chapter 245 means Chapter 245, Texas Local Government Code, as amended.
Chapter 380 Agreement means an agreement in which the City agrees to provide a Chapter
380 Grant pursuant to Chapter 380, Texas Local Government Code, as amended.
Chapter 380 Grant means any grant provided to the Developer or other entity pursuant to
a Chapter 380 Agreement as described in this Agreement.
Chapter 395 means Chapter 395, Texas Local Government Code, as amended.
City means the City of Anna, a home rule municipality located in Collin County, Texas.
City Code means the Anna City Code of Ordinances and all of its provisions and
regulations or standards adopted by reference in said Code in effect on the Effective Date;
provided, however, that as it relates to Public Infrastructure for any given Phase, the applicable
construction standards (including, without limitation, uniform building codes) shall be those that
the City has duly adopted at the time of the filing of an application for a preliminary plat for that
Phase unless construction has not commenced within two years of approval of such preliminary
plat in which case the construction standards shall be those that the City has duly adopted at the
time that construction commences, except that to the extent there is a conflict between the City
Code and the Development Standards, the Development Standards shall control.
City Council means the City Council of the City.
City Manager means the current or acting City Manager of the City of Anna or a person
designated to act on behalf of the City Manager if the designation is in writing and signed by the
current or acting City Manager.
City PID Fee means the per single-family-residential-lot fee to be paid by Developer to the
City in accordance with the established City PID Policy and in accordance with Section 5.20
hereof.
City PID Policy means the City of Anna Public Improvement District Policy approved by
the City Council on June 23, 2020 via Resolution No. 2020-06-747.
City Regulations mean City Code provisions, ordinances, design standards (including but
not limited to the City’s Engineering Design Standards and the Development Standards), uniform
codes, policies, requirements, limitations, restrictions, and other regulations (including but not
limited to all fees and land dedications applicable to the Project) duly adopted by the City and in
effect on the Effective Date; provided, however, that as it relates to Public Infrastructure for any
given phase, the applicable construction standards (including, without limitation, uniform building
codes) shall be those that the City has duly adopted at the time of the filing of an application for a
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 6
preliminary plat for that phase unless construction has not commenced within two years of
approval of such preliminary plat in which case the construction standards shall be those that the
City has duly adopted at the time that construction commences, except that to the extent there is a
conflict between the City Regulations and the PD, the PD shall control. The term does not include
Park Fees, which shall be assessed on the Property in accordance with this Agreement.
Concept Plan means the intended conceptual plan for each Phase of the Project as may be
approved by the City in accordance with Section 5.7 in which case it shall fully supersede and
replace the Illustrative Layout.
Cost Underruns means actual PID Projects Costs that are less than the Budgeted Costs set
forth in the SAP.
Developer Continuing Disclosure Agreement means any continuing disclosure agreement
of Developer executed contemporaneously with the issuance and sale of PID Bonds.
Developer Improvement Account means each construction fund account created under an
Indenture, if any, funded by Developer, and used to pay for portions of the acquisition, design, and
construction of the PID Projects for a particular Phase of the Project.
Development Standards mean the design specifications and construction standards
identified in Section 5.12 of this Agreement, including without limitation the standards set forth
in Exhibit D and applicable City Regulations.
Effective Date means the effective date of this Agreement, which shall be the date upon
which all Parties have fully executed and delivered this Agreement and the City’s legal counsel
has signed this Agreement, approving same as to form.
End User means any tenant, user, or owner of a Fully Developed and Improved Lot, but
excluding the HOA.
ETJ shall have the meaning given to it in the Recitals.
Fully Developed and Improved Lot means any privately-owned lot in the Project,
regardless of proposed use, intended to be served by the Authorized Improvements and for which
a final plat has been approved by the City and recorded in the Real Property Records of Collin
County, Texas.
HOA means the homeowners association formed with respect to the Project, which shall
privately function as a homeowners association for the Project.
Home Buyer Disclosure Program means the disclosure provisions relating to property
located in public improvement districts set forth in Chapter 5 of the Texas Property Code, which
establish a mechanism to disclose to each buyer the terms and conditions under which their lot is
burdened by Assessments.
Illustrative Layout means the intended plan for the development of the Project as depicted
on Exhibit C.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 7
Impact Fees means those fees assessed and charged against the Project in accordance with
Chapter 395 and as defined therein.
Improvement Account of the Project Fund means the construction fund account created
under a particular Indenture, funded by the PID Bond Proceeds, and used to pay or reimburse for
certain portions of the construction or acquisition of the PID Projects.
Indenture means a trust indenture by and between the City and a trustee bank under which
PID Bonds are issued and funds are held and disbursed.
Independent Appraisal means, in establishing the appraised value, (i) the appraised value
of a specific assessed parcel or assessed parcels, as applicable, in a specific Phase for which
Assessments have been levied as established by publicly available data from the Collin Central
Appraisal District, (ii) the Collin Central Appraisal District Chief Appraiser’s estimated assessed
valuation for completed homes (home and lot assessed valuation) and estimated lot valuation for
lots on which homes are under construction, (iii) an “as-complete” appraisal delivered by an
independent appraiser licensed in the State of Texas, which appraisal shall assume completion of
the particular Phase for which said Assessments have been or will be levied, as applicable, or (iv)
a certificate delivered to the City by a qualified independent third party (which party may be the
Administrator or a licensed appraiser) certifying on an individual lot type basis, the value of each
lot in the particular Phase, as applicable, for which such Assessments have been levied based on
either (x) the average gross sales price (which is the gross amount including escalations and
reimbursements due to the seller of the lots) for each lot type based on closings of lots in such
Phase for which the Assessments have been levied or (y) the sales price in the actual lot purchase
contracts in the particular Phase for which such Assessments have been or will be levied, as
applicable.
Mantua Parkway means three (3) twelve-foot-wide concrete lanes of a future 6-lane
divided roadway in a 120-foot-wide right-of-way from US75 to County Road 290 as shown in
Exhibit I.
Notice means any notice required or contemplated by this Agreement (or otherwise given
in connection with this Agreement).
Park Fees means those fees assessed and charged against the Project in accordance with
Sections 9.02.135 and A3.006 of the City Code and shall include any “park development fees” as
described in City Code.
Phase means any distinct phase of development on the PID Property which is to be
developed concurrently as finished lots.
PID means one or more public improvement districts encompassing all or a portion of the
PID Property, for which the City agrees to exert reasonable efforts to create for the benefit of
certain portions of the Project pursuant to the PID Act and this Agreement.
PID Act means Chapter 372, Texas Local Government Code, as amended.
PID Bond(s) means assessment revenue bonds, but not Refunding Bonds, issued by the
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 8
City pursuant to the PID Act to finance the PID Projects.
PID Bond Proceeds means the funds generated from the sale of the PID Bonds.
PID Documents means but not limited to, collectively, the PID Resolution, the SAP, and
the Assessment Ordinance(s).
PID Financial Summary means the document attached to this Agreement as Exhibit K,
which summarizes financial data related to the PID.
PID Projects means all water, wastewater/sewer, drainage, roadway, park, trail, landscape,
irrigation, hardscape, and other improvements allowable under the PID Act and benefitting and
necessary to serve the Project and which shall be owned and maintained by the City, including
those identified in the PID Documents and outlined in Exhibit E.
PID Projects Cost means the actual cost of design, engineering, construction, acquisition,
and/or inspection of the PID Projects, along with Administrative Expenses associated with the
PID.
PID Resolution means the resolution adopted by the Council creating the PID as recorded
in the real property records of Collin County, Texas.
Project and Finance Plan means a final TIRZ Project and Finance Plan approved and
adopted by the City in accordance with this Agreement as may be amended from time to time.
Public Infrastructure means all water, wastewater/sewer, detention and drainage, roadway,
park and trail, and other infrastructure necessary to serve the full development of the Project and/or
to be constructed by Developer and dedicated to the City under this Agreement. The term includes
but is not limited to the PID Projects and the Authorized Improvements.
Real Property Records means the official land recordings of the Collin County Clerk’s
Office.
Refunding Bonds means bonds issued pursuant to Section 372.027 of the PID Act.
Reimbursement Agreement means an agreement by and between the City and Developer
by which the Parties establish the terms by which Developer may obtain reimbursements for PID
Projects through the PID Bond Proceeds or Assessments for the respective Phase.
Service and Assessment Plan (“SAP”) means the service and assessment plan for the PID,
to be adopted and amended at least annually by the City Council pursuant to the PID Act for the
purpose of assessing allocated costs against portions of the Project located within the boundaries
of the PID having terms, provisions, and findings approved by the City, as required by the PID
Act and this Agreement.
Standridge Boulevard means all 12-foot-wide concrete lanes of a 4-lane divided roadway
in a 90-foot-wide right-of-way from Rosamond Parkway to Mantua Parkway as shown in Exhibit
I.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 9
TIRZ means a tax increment reinvestment zone encompassing any portion of the Property
to be created by the City pursuant to the TIRZ Act.
TIRZ Act means Chapter 311 of the Texas Tax Code, as amended.
TIRZ Documents means collectively the TIRZ Project and Finance Plan, the TIRZ
ordinance, and the TIRZ participation agreement(s) with other taxing entities, if applicable.
TIRZ Fund(s) means the fund(s) set up by the City in order to receive TIRZ funds in
accordance with this Agreement, the TIRZ Documents and state law.
TIRZ Revenue means the tax increment received by the City from the City property taxes
levied against the Property.
SECTION 3
PUBLIC IMPROVEMENT DISTRICTS
3.1 Creation of the PID; Levy of Assessments. The City shall use reasonable efforts to
initiate and approve all necessary documents, resolutions and ordinances, including without
limitation the PID Documents, required to effectuate this Agreement, to create the PID, and to levy
the Assessments. The City will prepare and approve a Preliminary Service and Assessment Plan
providing for the levy of the Assessments on the PID Property. Promptly following preparation
and approval of a preliminary SAP acceptable to the Parties and subject to the City Council making
findings that the PID Projects confer a special benefit on the Property, the City Council shall
consider an Assessment Ordinance. Developer shall develop the PID Property consistent with the
terms of this Agreement. Nothing contained in this Agreement, however, shall be construed as
creating a contractual obligation that controls, waives, or supplants the City Council’s legislative
discretion or functions.
3.2 Acceptance of Assessments and Recordation of Covenants Running with the Land.
Following the levy of the Assessments applicable to a particular Phase of the Project, the applicable
Owner shall: (a) approve and accept in writing the levy of the Assessment(s) on all land owned by
each Owner and (b) cause covenants running with the land to be recorded against the portion of
the Property within the applicable Phase that will bind any and all current and successor developers
and owners of all or any part of such Phase of the Project to pay the Assessments, with applicable
interest and penalties thereon, as and when due and payable hereunder and that the purchasers of
such land take their title subject to and expressly assume the terms and provisions of such
Assessments and the liens created thereby. The covenants required to be recorded under this
paragraph shall be recorded substantially contemporaneously with the recordation of the plat of
the applicable Phase, except for the final SAP which will be recorded by the City upon its approval
in accordance with the PID Act. The Owners hereby acknowledge and accept the Home Buyer
Disclosure Program.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 10
SECTION 4
AUTHORIZED IMPROVEMENTS, PID PROJECTS, AND PUBLIC
INFRASTRUCTURE
4.1 PID Projects. Prior to the issuance of PID Bonds, the PID Projects, and PID Projects
Costs are subject to change as may be agreed upon by Developer and the City and, if changed,
shall be updated by Developer and the City consistent with the Service and Assessment Plan and
the PID Act. All approved final plats within the PID Property shall include those PID Projects
located therein and the respective PID Projects Costs shall be finalized before the applicable final
plat is approved by the City Council. Without limiting the foregoing, and on a Phase-by-Phase
basis, as applicable, PID Projects Costs, the timetable for installation of the PID Projects, and all
other pertinent information and data will be reviewed at least annually by the Parties in an annual
update of the Service and Assessment Plan adopted and approved by the City Council consistent
with the requirements of Section 372.013(b) of the PID Act.
4.2 Construction, Ownership, and Transfer of Authorized Improvements and Public
Infrastructure.
(a)Construction Standards and Inspection. Except as otherwise expressly set
forth in this Agreement, the Authorized Improvements and all other Public Infrastructure required
for the development of the Property shall be constructed and inspected in accordance with this
Agreement, the City Regulations, and any other governing body or entity with jurisdiction over
the Public Infrastructure. Developer agrees to cause all Public Infrastructure to be constructed in
a good and workmanlike manner. Upon request, the City shall provide “tax-exempt” letters to
Developer for use by all contractors, subcontractors, and suppliers installing Public Infrastructure
within the Property.
(b)Contract Letting. The Parties understand that construction of the
Authorized Improvements to be funded through Assessments are legally exempt from competitive
bidding requirements pursuant to the Texas Local Government Code. The Parties acknowledge
that, as of the Effective Date, the construction contracts for the construction of Authorized
Improvements have not been awarded and contract prices have not yet been determined. Before
entering into any construction contract for the construction of all or any part of the Authorized
Improvements, Developer's engineers shall prepare, or cause the preparation of, and submit to the
City all contract specifications and necessary related documents, including the contract proposal
showing the negotiated total contract price and scope of work.
(c)Ownership. All of the Authorized Improvements and Public Infrastructure
shall be owned by the City upon acceptance of them by the City. Developer agrees to take any
action reasonably required by the City to transfer or otherwise dedicate or ensure the dedication of
easements or property for the Authorized Improvements and Public Infrastructure to the City and
the public.
(d)Operation and Maintenance. Upon inspection, approval, and acceptance of
the Authorized Improvements, the City shall maintain and operate the accepted Authorized
Improvements.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 11
(e)Applicability. Subsections (a)-(b), above, shall not apply to Public
Infrastructure that the City is obligated to fund and construct under this Agreement, if any.
4.3 Public Infrastructure, Generally. Except as otherwise expressly provided for in this
Agreement, Developer shall provide all Public Infrastructure necessary to serve the Project,
including without limitation streets, utilities, drainage, sidewalks, trails, street lighting, street
signage, and all other required improvements, at no cost to the City except as provided herein, and
in accordance with City Regulations, and as approved by the City’s Engineer or his/her designee.
Developer shall cause the installation of such improvements within all applicable time frames in
accordance with the City Regulations unless otherwise approved herein. Developer shall provide
engineering studies, plan/profile sheets, and other construction documents at the time of platting
as required by City Regulations. Such plans shall be approved by the City’s Engineer or his/her
designee prior to approval of a final plat. Construction of any portion of the Public Infrastructure
shall not be initiated until a pre-construction conference that includes a City representative has
been held regarding the proposed construction and City has issued a written notice to proceed.
4.4 Maintenance Bonds. Developer shall execute or cause to be executed a valid
maintenance bond in accordance with applicable City Regulations that guarantees the costs of any
repairs which may become necessary to any part of the construction work performed in connection
with the Public Infrastructure, arising from defective workmanship or materials used therein, for a
full period of two years from the date of final acceptance of the Public Infrastructure constructed
under any such contract(s).
4.5 Inspections, Acceptance of Public Infrastructure, and Developer’s Remedy. The
City shall inspect, as required by City Regulations, the construction of all Public Infrastructure
necessary to support the proposed development within the Property, including without limitation
water, sanitary sewer, drainage, streets, park facilities, electrical, and streetlights and signs. The
City’s inspections shall not release Developer from its responsibility to construct or ensure the
construction of adequate Authorized Improvements and Public Infrastructure in accordance with
approved engineering plans, construction plans, and other approved plans related to development
of the Property. From and after the inspection and acceptance by the City of the Public
Infrastructure and any other dedications required under this Agreement, such improvements and
dedications shall be owned by the City. Developer’s sole remedy for nonperformance of this
Agreement by the City shall be to seek specific performance and cost reimbursements pursuant to
the terms of this Agreement.
4.6 Insurance. The Developer or its contractor(s) shall acquire and maintain, during the
period of time when any of the Public Infrastructure is under construction (and until the full and
final completion of the Public Infrastructure and acceptance thereof by the City): (a) workers
compensation insurance in the amount required by law; and (b) commercial general liability
insurance including personal injury liability, premises operations liability, and contractual liability,
covering, but not limited to, the liability assumed under any indemnification provisions of this
Agreement, with limits of liability for bodily injury, death and property damage of not less than
$1,000,000.00. Such insurance shall also cover any and all claims which might arise out of the
Public Infrastructure construction contracts, whether by Developer, a contractor, subcontractor,
material man, or otherwise. Coverage must be on a “per occurrence” basis. All such insurance
shall: (i) be issued by a carrier which is rated “A 1” or better by A.M. Best’s Key Rating Guide
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 12
and licensed to do business in the State of Texas; and (ii) name the City as an additional insured
and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of
Public Infrastructure construction contracts, Developer shall provide to the City certificates of
insurance evidencing such insurance coverage together with the declaration of such policies, along
with the endorsement naming the City as an additional insured. Each such policy shall provide
that, at least 30 days prior to the cancellation, non-renewal or modification of the same, the City
shall receive written notice of such cancellation, non-renewal or modification.
SECTION 5
ADDITIONAL OBLIGATIONS AND AGREEMENTS
5.1 Wastewater/Sanitary Sewer Facilities.
(a)Developer’s General Obligations. Developer is responsible for the design,
installation, and construction of the on-site wastewater/sanitary sewer improvements necessary to
serve the Property as generally depicted on Exhibit G-1; provided that the Developer and the
City’s Engineer may mutually agree to modifications to the sizing and location of such
improvements other than the City Stub Line at the time of construction thereof in accordance with
the City’s then-existing master plans. The design of all wastewater/sanitary sewer improvements
shall be approved by the City in advance of the construction of same. Subject to the City’s
obligations under Section 5.19 and Section 5.1(c), the Developer shall be responsible for the
acquisition of any easements and other property acquisitions necessary for any on-site
wastewater/sewer facilities (the size and extent of each such easement or other property interest to
be approved by the City) for all development. The locations of said easements or other property
interests shall be approved by the City’s Engineer or his/her designee as part of the platting process.
The costs of obtaining such easements may be included in the applicable PID Projects Costs to be
reimbursed to Developer through the PID, as appropriate.
(b)Timing of Developer’s Obligations. Except as otherwise provided herein,
Developer shall complete in a good and workmanlike manner all on-site wastewater/sanitary sewer
improvements necessary to serve each Phase of the Project prior to the recordation of the final plat
covering such Phase; provided that the Developer may submit the final plat for any Phase prior to
the installation of such improvements if it executes an improvement agreement and provides
adequate security therefor in accordance with the City’s Subdivision Regulations.
(c)City Stub Line; Off-Site Sewer Trunk Lines; Future Lift Station. The City
will construct, at its cost, off-site sewer trunk lines as more particularly shown on Exhibit G-2
(the “Off-Site Sewer Trunk Lines”) by April 1, 2026, and shall commence design and engineering
of the Off-Site Sewer Trunk Lines upon the execution of this Agreement. The Developer shall use
commercially reasonable efforts to acquire any necessary easements for the Off-Site Sewer Trunk
Lines (the “Trunk Line Easements”), and the costs of such Trunk Line Easements shall be
reimbursable from the Impact Fee 380 Agreement (as defined herein). To facilitate expedient
acquisition of the Trunk Line Easements, the Developer agrees to commence efforts to obtain the
Trunk Line Easements within sixty (60) days of the execution of this Agreement.
The City shall construct, at its cost, a stub sewer line of sufficient size to serve the
Development and any future users not included in the Development to connect to the southern
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 13
boundary of the residential property in the location shown by the notation “Connect to Ex. City of
Anna SS (Stub Sewer)” on Exhibit G-2 (the “City Stub Line”) prior to the initial Phase of the
Development (“Phase 1”) being complete. Development of the Property may commence before
the City Stub Line is complete. In addition, (a) if the City does not complete the City Stub Line
prior to the completion of Phase 1 of the Project and/or (b) if the City does not complete the Off-
Site Sewer Trunk Lines by April 1, 2026, the City agrees to provide pump and haul service for
sewage until such time as the City Stub Line is complete or the Off-Site Sewer Trunk Lines are
complete, as applicable, and shall approve plats and allow the issuance of building permits in the
Project in accordance with Section 5.11 below. Such pump and haul service shall be at the cost of
the City.
If the development of the Thornton Property requires the construction of a lift station,
which lift station is expected to be situated to the southwest corner of the Property, the Developer
shall construct, and the City may request oversizing of, such lift station. Any required lift station
may be included as a PID Project to the extent it confers a special benefit on the PID Property;
provided that, to the extent the City requires Developer to oversize the lift station beyond what is
necessary to serve the Property, the City will reimburse the Developer for the costs of oversizing
lift station improvements as provided in Section 5.5 hereof.
5.2 Water Facilities.
(a)Developer’s General Obligations. Developer is responsible for design,
installation, and construction of the on-site water improvements necessary to serve the Property as
generally depicted on Exhibit H-1, and, subject to the provisions of Section 5.2(c) hereof, certain
major water improvements as generally depicted in as generally depicted on Exhibit H-2; provided
that the Developer and the City’s Engineer may mutually agree to modifications to the sizing and
location of such improvements at the time of construction thereof in accordance with the City’s
then-existing master plans. The design of water improvements shall be approved by the City in
advance of the construction of same. Subject to the City’s obligations under Section 5.19,
Developer shall be responsible for the acquisition of any easements and other property acquisitions
necessary for water facilities (the size and extent of each such easement or other property interest
to be approved by the City) for all development upon and within the Property. The locations of
said easements or other property interests shall be approved by the City’s Engineer or his/her
designee as part of the platting process. The Developer’s costs of obtaining such easements may
be included in the applicable PID Projects Costs to be reimbursed to Developer through the PID.
(b)Timing of Developer’s Obligations. Except as otherwise provided herein,
Developer shall complete in a good and workmanlike manner all on-site water improvements
necessary to serve each Phase of the Project prior to the recordation of the final plat covering such
Phase; provided that the Developer may submit the final plat for any Phase prior to the installation
of such improvements if it executes an improvement agreement and provides adequate security
therefor in accordance with the City’s Subdivision Regulations.
(c)Major Water Lines.
(1)Developer will construct certain major off-site water lines
(collectively, the “Major Water Lines”) each as depicted on Exhibit H-2. The Major Water
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 14
Lines shall be constructed in the sizes shown own Exhibit H-2 or such dimensions as
mutually agreed to by the City’s Engineer and the Developer at the time of construction of
such Major Water Lines, and shall be oversized in the dimensions shown under “City M.P.”
as depicted on Exhibit H-2 or such dimensions as mutually agreed to by the City’s Engineer
and the Developer at the time of construction of such Major Water Lines. Any difference
between the sizing of a segment of the Major Water Lines shown as “Developer” and “City
M.P.” under “Water Line Oversizing” on Exhibit H-2 (or the difference between the sizing
of a segment of the Major Water Lines shown as “Developer” on Exhibit H-2 and the size
mutually agreed to by the City and the Developer at the time of construction thereof) shall
be considered oversizing, and the City will reimburse the Developer for the costs of the
Major Water Lines through the Impact Fee 380 Agreement.
(2)Any portion of the costs of any Major Water Line may be
included as a PID Project to the extent it confers a special benefit on the PID Property.
(3)Developer shall, subject to the City’s obligations in Section
5.19 hereof, obtain any easements necessary for the Major Water Lines, and such easements
shall be of sufficient size for the construction of a total 36” water line or a parallel water
line sized to provide capacity similar to a single 36” inch water line (the “Major Water Line
Easements”). The cost of such Major Water Line Easements shall be reimbursed to the
Developer through the Impact Fee 380 Agreement.
5.3 Water and Wastewater Services.
(a)The City represents and confirms that it currently has and reasonably
expects to continue to have the capacity to provide to the Property continuous and adequate retail
water and wastewater service at times and in capacities sufficient to meet the service demands of
the Project as it is developed.
(b)Upon acceptance by the City of the water and wastewater facilities
described herein, the City shall operate or cause to be operated said water and wastewater facilities
serving the Project and use them to provide service to all customers within the Project at the same
rates as similar projects located within the City. Upon acceptance by the City, the City shall at all
times maintain said water and wastewater facilities, or cause the same to be maintained, in good
condition and working order in compliance with all applicable laws and ordinances and all
applicable regulations, rules, policies, standards, and orders of any governmental entity with
jurisdiction over same.
5.4 Roadway Facilities and Drainage Improvements.
(a)Developer’s General Obligations. Developer is responsible for the design,
installation, and construction of all on-site roadway facilities required to serve the Property, and,
subject to the provisions of Section 5.4(d) hereof, certain major road improvements, each as
generally depicted on Exhibit I. The design of all roadway improvements shall be approved by
the City in advance of the construction of same.
(b)Timing of General Obligations. Prior to the recordation of any final plat for
any Phase of the Project, Developer shall complete, in a good and workmanlike manner,
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 15
construction of all on-site roadway facilities and related improvements necessary to serve such
Phase in accordance with construction plans approved by the City; provided that the Developer
may submit the final plat for any Phase prior to the installation of such improvements if it executes
an improvement agreement and provides adequate security therefor in accordance with the City’s
Subdivision Regulations. Thereafter, the roads shall be conveyed to the City for ownership and
maintenance.
(c)Drainage/Detention Infrastructure. Developer shall have full responsibility
for designing, installing, and constructing the drainage/detention infrastructure that will serve the
Property and the cost thereof and said infrastructure shall be designed and constructed in
accordance with applicable City Regulations. Prior to the recordation of the final plat for any
Phase of development, Developer shall complete in a good and workmanlike manner construction
of the drainage/detention improvements necessary to serve such Phase; provided that the
Developer may submit the final plat for any Phase prior to the installation of such improvements
if it executes an improvement agreement and provides adequate security therefor in accordance
with the City’s Subdivision Regulations. Upon inspection, approval, and acceptance, City shall
maintain and operate the drainage and roadway improvements for the Property. The HOA will
maintain and operate all detention facilities except to the extent expressly set forth to the contrary
in this Agreement.
(d)Mantua Parkway Road Improvements. Developer shall construct the three
lane portion of the roadway identified as Mantua Parkway immediately adjacent to the Property,
including any applicable bridges necessary for such three lane portion (such roadway and bridges,
the “Mantua Parkway Road Improvements”), in accordance with the requirements for the
Development set forth in a traffic impact analysis (“TIA”).
(e)Liberty 75 Property Road Access Improvements. Developer shall construct
necessary on-site road improvements for the Liberty 75 Property consistent with its development
plan. The Developer of the portion of the Liberty 75 Property set forth on Exhibit A-2-III (the
“40 Acre Portion” ) shall complete the southern most eastbound lanes of Rosamond Parkway from
US 75 to Buddy Hayes Blvd. necessary to provide access to the Liberty 75 Property (the
“Rosamond Parkway Improvements”) and, notwithstanding anything contained elsewhere in this
Agreement, the City shall provide roadway Impact Fee credits to the Developer of the 40 Acre
Portion for the actual costs of design and construction of the Rosamond Parkway Improvements.
5.5 Infrastructure Oversizing. Developer shall not be required to construct or fund
any Public Infrastructure so that it is oversized to provide a benefit to land outside the Property
(“Oversized Public Infrastructure”) unless, by the commencement of construction, the City has
made arrangements to finance the City’s portion of the costs of construction attributable to the
oversizing required by the City from sources other than PID Bond Proceeds, funds from the TIRZ,
or Assessments. In the event Developer constructs or causes the construction of any Oversized
Public Infrastructure on behalf of the City, the City shall be solely responsible for all costs
attributable to the oversizing of the Oversized Public Infrastructure and the PID shall not be
utilized for financing the costs of Oversized Public Infrastructure that is attributable to the
oversizing of the Oversized Public Infrastructure.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 16
5.6 Mandatory Homeowners Association. As it relates to the PID Property,
Developer will create, in a manner acceptable to the City, an HOA, which HOA, whether one or
more, shall be required to levy and collect from home owners within the PID Property annual fees
in an amount calculated to maintain the open spaces, common areas, hike and bike trails located
in common areas, portions of which trails will be open to the public, right-of-way irrigation
systems, raised medians and other right-of-way landscaping, and screening walls within the PID
Property. Common areas including but not limited to screening, landscaping, gardens, entrances
to the PID Property and right-of-way landscaping shall be maintained solely by the HOA.
Maintenance of public rights-of-way landscaping and screening by the HOA shall comply with
City Regulations and the HOA shall be subject to enforcement by the City.
5.7 Illustrative Layout; Concept Plan.
(a)The Illustrative Layout illustrates the approved development layout for the
Property but has not been engineered and does not represent the final design that will be approved
through the final platting process. Prior to approval of the Zoning, the Developer may revise the
Illustrative Layout through an administrative approval, provided the number of residential lots
shown on the Illustrative Layout does not increase by greater than five percent (5%), the numbers
of residential lots in each category shown on the Illustrative Layout does not increase by greater
than five percent (5%), and the amount of open space shown on the Illustrative Layout does not
decrease by greater than five percent (5%). Nothing in this paragraph shall preclude Developer
from applying directly to the City Council for approval of any Illustrative Layout revisions,
including revisions greater than the percentages listed herein. If the Developer submits a revised
Illustrative Layout as provided by this section and the City Manager or his/her designee determines
that the Illustrative Layout should be administratively approved, the City Manager or his or her
designee shall cause the revised Illustrative Layout to be attached to the official version of this
Agreement on file with the City’s Secretary’s office, and Developer shall record a memorandum
of the revised Illustrative Layout in the Real Property Records.
(b)A Concept Plan will be required as part of the zoning process identified in
Section 9.1 and the Concept Plan, once approved by the City, shall be deemed to fully supersede
and replace the Illustrative Layout for all purposes. Revisions to the Concept Plan that is part of
approval of zoning may be subsequently revised with approval by the City Council through the
normal zoning process.
(c)If the Developer submits a Concept Plan as provided by this section and the
City Manager or his/her designee determines that the Concept Plan should be administratively
approved, the City Manager or his or her designee shall cause the revised Concept Plan to be
attached to the official version of this Agreement on file with the City’s Secretary’s office, and
Developer shall record a memorandum of the revised Concept Plan in the Real Property Records.
5.8 Community Amenities. Developer will (or will cause) the design, construction,
maintenance, and operation of certain amenities in the Project as further set forth in the
Development Standards attached hereto as Exhibit D (the “Community Amenities”). The
Community Amenities shall be owned and maintained by the HOA. The first amenity center set
forth in the Community Amenities (the “First Amenity Center”) in Exhibit D shall be constructed
before the 350th building permit for the Project is issued, and the City may thereafter withhold
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 17
additional building permit until the First Amenity Center is constructed. The second amenity
center set forth in the Community Amenities (the “Second Amenity Center”) in Exhibit D shall
be constructed before the 1,000th building permit for the Project is issued, and the City may
thereafter withhold additional building permit until the Second Amenity Center is constructed.
5.9 Parkland Dedication Credit. Developer shall construct trails and dedicate such
trails and open space as generally depicted on Exhibit J (the “Trails and Open Space Acreage”).
Provided the Developer causes such Trails and Open Space Acreage to be dedicated for such
purposes, Developer shall be deemed to have satisfied all applicable parkland dedication or
improvement requirements or fees required in lieu thereof, of any kind whatsoever and no Park
Fees shall be imposed on the PID Property. The City may collect Park Fees on land designated
for multi-family uses in accordance with City Regulations.
5.10 Impact Fees. With the exception of the roadway Impact Fee credits granted under
Section 5.4(e), Impact Fees shall be assessed and collected on the Property at the rates in effect at
the time of submission of an application for a building permit. The City shall collect Impact Fees
from all third-party permit applicants within the Property. Upon the payment of Impact Fees, such
payments shall be sequestered into a separate account created with the City (the “Liberty Hills
Impact Fee Account”) to facilitate the payment of the Infrastructure Grant described in Section
7.3(a) hereof.
5.11 Withholding of Building Permits, Etc. The City shall not be required to issue any
building permits or certificates of occupancy or provide utilities for any structure on the Property
until after final acceptance of any Public Infrastructure necessary to serve such Property; provided
that the City shall allow for the issuance of building permits for up to 10% of the single-family
building permits in any Phase of the Development once Developer has achieved fire safety (i.e.,
paving complete and water system/hydrants installed, tested and pressurized). To assist in the
determination as to whether building permits for any Phase of development should be issued,
Developer shall include all Public Infrastructure necessary to serve such Phase in the construction
plans required to be submitted under applicable City Regulations. Notwithstanding the foregoing,
the City shall not unreasonably withhold plat approval for any Phase of development and shall
issue building permits and certificates of occupancy and provide utilities for any structure on the
Property if the applicable Public Infrastructure other than the City Stub Line and the Off-Site
Sewer Trunk Lines is complete and pump and haul service is being provided pursuant to Section
5.3 of this Agreement.
5.12 Governing Regulations. Development of the Property shall be governed by the
following regulations (collectively, the “Governing Regulations,” all of which are incorporated
into this Agreement as if set forth in full):
(a)City Code, Article 9.02, the subdivision regulations of the City, in effect on
the Effective Date (the “Subdivision Regulations”);
(b)except as amended by the Development Standards (defined below), the
comprehensive zoning ordinance of the City, in effect on the Effective Date (the “Zoning
Ordinance”);
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 18
(c)City Code, Article 9.05, in effect on the Effective Date (the “Sign
Ordinance”);
(d)the Illustrative Layout set forth on Exhibit C and the development
regulations for the Property set forth on Exhibit D (except as otherwise approved in accordance
with Section 5.14 in the event of conflicts) (the “Development Standards”);
(e)upon annexation pursuant to Section 9.1, the uniform building codes, as
amended from time to time, including any local amendments thereto adopted by the City (the
“Building Codes”). The term “Building Codes,” as applied to a particular building shall mean the
Building Codes in effect on the date the first application is filed for a building permit for the
building in question. For the avoidance of doubt, the Building Codes shall only apply to the
Property from and after annexation of the Property. As it relates solely to Property Public
Infrastructure for any given Phase of the Project—notwithstanding any provision of this
Agreement—the applicable construction standards (including, without limitation, the Building
Codes) shall be those that the City has duly adopted at the time of the filing of an application for
a preliminary plat for such Phase containing the Property Public Infrastructure in question; and
(f)except as set forth in this Agreement to the contrary, any other applicable
provisions of Chapter 4 (Building Regulations), Chapter 6 (Fire Prevention and Protection),
Chapter 9 (Planning and Development Regulations), Chapter 12 (Utilities) and Appendix A (Fee
Schedule) of the City Code in effect on the Effective Date.
The Governing Regulations are the controlling regulations for development of the
Property, and no other City Regulations, rules, standards, policies, orders, guidelines, or other
City-adopted or City-enforced requirements of any kind (including but not limited to any
moratorium adopted by the City) apply to the use or development of the Property to the extent
such regulations or requirements are in conflict with the Governing Regulations or this Agreement.
The Governing Regulations are considered part of this Agreement and are incorporated herein by
reference for all purposes.
5.13 Compliance with Materials and Methods Regulations. It is expressly understood
that the City Regulations (as amended by the Governing Regulations and this Agreement) are
enforceable as relates to the Property and its use and development, including but not limited to any
such City Regulations that would otherwise be unenforceable under Chapter 3000 of the Texas
Government Code (“Materials and Methods Regulations”) and the Material and Methods
Regulations are incorporated herein as if set forth in full; provided, however, to the extent of any
conflict between the requirements of the Materials and Methods Regulations and the requirements
of this Agreement, this Agreement shall control. The Zoning Ordinance shall also be considered
to be Materials and Methods Regulations to the extent that its requirements and restrictions would
otherwise be unenforceable under Chapter 3000 of the Texas Government Code.
5.14 Conflicts. When not in conflict with the terms and conditions of this Agreement,
the development of the Property shall be subject to all applicable City Regulations, including but
not limited to the City’s subdivision regulations and engineering design standards. In the event of
any conflict between the Development Standards and the Zoning Ordinance, Sign Ordinance, or
Building Codes, the Development Standards shall control until the PD Zoning (as defined herein)
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 19
has been approved by the City. After the PD Zoning has been approved for the Property, in the
event of a conflict between the PD Zoning and the Development Standards, the Zoning Ordinance,
Sign Ordinance, or Building Codes, the PD Zoning shall control, and no amendment to the PD
Zoning shall require an amendment to this Agreement. In the event of a conflict between the
Governing Regulations and the City Regulations, the Governing Regulations shall control. In the
event of any conflict between this Agreement and any other ordinance, rule, regulation, standard,
policy, order, guideline or other City-adopted or City-enforced requirement, whether existing on
the Effective Date or hereinafter adopted, unless otherwise agreed by the Parties, this Agreement
shall control. In the event of any conflict between the Illustrative Layout and the remainder of the
Development Standards in Exhibit D, the remainder of the Development Standards in Exhibit D
shall control. In the event of any conflict between any future Concept Plan and the Development
Standards in Exhibit D, the Development Standards in Exhibit D shall control (except for
modifications to the Illustrative Layout that are allowed pursuant to the terms of the Development
Standards and/or Zoning Ordinance).
5.15 Phasing. The Property may be developed in Phases and Developer must submit the
appropriate plat(s) for each Phase, and, if permitted under applicable law, may submit a replat or
amending plat for all or any portions of the Property. Any plat, replat or amending plat shall be in
conformance with applicable City Regulations and be subject to City approval.
5.16 Vested Rights. This Agreement shall constitute a “permit” (as defined in
Chapter 245) that is deemed filed with the City on the Effective Date.
5.17 Approval of Plats/Plans. Approval by the City, the City’s engineer, or other City
employee or representative, of any plans, designs, or specifications submitted by Developer
pursuant to this Agreement or pursuant to applicable City Regulations shall not constitute or be
deemed to be a release of the responsibility and liability of Developer, its engineers, employees,
officers, or agents for the accuracy and competency of their design and specifications. Further, any
such approvals shall not be deemed to be an assumption of such responsibility and liability by the
City for any defect in the design and specifications prepared by Developer or Developer’s
engineers, or their respective officers, agents, servants or employees, it being the intent of the
Parties that approval by the City’s Engineer or his/her designee signifies approval on only the
general design concept of the improvements to be constructed.
5.18 Agricultural Exemption. The City acknowledges that some or all of the PID
Property may now have or may in the future have an agricultural, timber, or wildlife management
use tax classification, and the City may not request removal of any such tax classification until
PID Bonds secured by Assessments levied on the PID Property are issued to pay for the costs of
the PID Projects and related costs, notwithstanding any waiver of such exemption for other
political subdivisions or public entities.
5.19 Eminent Domain. The Developer and Owners agree to use commercially
reasonable efforts to obtain all third-party rights-of-way, consents, or easements, if any, required
for the Public Infrastructure. If, however, the applicable Owner is unable to obtain such third-party
rights-of-way, consents, or easements within ninety (90) days of sending an initial offer to the
owner of such property to purchase the needed easements and right-of-way, the City agrees to take
reasonable steps to secure same (subject to City Council authorization after a finding of public
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 20
necessity) through the use of the City’s power of eminent domain. The City shall request and
order any appraisal required in connection with the applicable Owner’s (if requested by the
applicable Owner) or the City’s acquisition of such third-party rights-of-way, consents, or
easements as described in the preceding two sentences, and the applicable Owner shall pay the
costs of such appraisal. The requesting Owner shall be responsible for funding all reasonable and
necessary legal proceeding/litigation costs, attorney’s fees and related expenses, and appraiser and
expert witness fees (collectively, “Eminent Domain Fees”) actually incurred by the City in the
exercise of its eminent domain powers that for any reason are not funded by the PID Bond Proceeds
and shall escrow with a mutually agreed upon escrow agent the City’s reasonably estimated
Eminent Domain Fees both in advance of the initiation of each eminent domain proceeding and as
funds are needed by the City. Provided that the escrow fund remains appropriately funded in
accordance with this Agreement, the City will use all reasonable efforts to expedite such
condemnation procedures so that the Public Infrastructure can be constructed as soon as reasonably
practicable. If the City’s Eminent Domain Fees exceed the amount of funds escrowed in
accordance with this paragraph, the requesting Owner shall deposit additional funds as requested
by the City into the escrow account within ten (10) days after written notice from the City. Any
unused escrow funds will be refunded to the requesting Owner within thirty (30) days after any
condemnation award or settlement becomes final and non-appealable. Nothing in this section is
intended to constitute a delegation of the police powers or governmental authority of the City, and
the City reserves the right, at all times, to control its proceedings in eminent domain.
To the extent Eminent Domain Fees are paid by the Developer, the Developer may seek
reimbursement of any or all eligible Eminent Domain Fees from PID Bonds, or if PID Bonds are
not issued, Assessments.
5.20 City PID Fee. The City PID Fee shall be in an amount calculated in accordance
with the City PID Policy and be based upon the number of single-family residential lots included
within the applicable Phase of the Project that are being assessed. As relates to the City PID Fee
or any portion thereof required to be paid to the City, Developer shall deposit such amount in an
identifiable escrow account that contains the full amount (or, if applicable, a reduced portion
thereof) of the City PID Fee (the “City PID Fee Account”) for a particular Phase of Development
and shall provide proof of such deposit to the City at least seven (7) business days before the
posting of a preliminary offering document for any series of PID Bonds for such Phase of
Development. The Developer shall not withdraw from or otherwise reduce or in any manner
encumber the amount deposited into the City PID Fee Account for at least 60 days once deposited
except that not later than seven (7) business days after the closing and delivery of PID Bonds for
such Phase of Development, Developer shall release the full amount in the City PID Fee Account
to the City.
Fifty percent (50%) of the City PID Fees collected by the City (the “PID Fee Contribution”)
shall be placed in a separate and identifiable interest-bearing account held by the City and not
commingled with any other funds. The PID Fee Contribution shall be used to reimburse the
Developer in an amount up to the actual cost to design and construct Standridge Boulevard and
the Mantua Parkway Road Improvements (as defined herein) to the extent such actual costs have
not been paid through the Impact Fee 380 Agreement; provided, however, that if Developer has
not completed construction of all four lanes of Standridge Boulevard on or before December 31,
2029 (the “Standridge Deadline”), then Developer shall forfeit entitlement to the PID Fee
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 21
Contribution and the City may retain and utilize same for any lawful purpose. Provided that
Developer meets the Standridge Deadline: (1) the PID Fee Contribution amount on deposit with
the City shall be paid to Developer within thirty (30) days of Developer’s written request for same;
and (2) the Developer shall be credited fifty percent (50%) of City PID Fees that would otherwise
be due in association with any series of PID Bonds issued after the Standridge Deadline has been
met such that the Developer need only pay fifty percent (50%) of the City PID Fee.
Notwithstanding the foregoing and only if Developer has not forfeited its entitlement to the PID
Fee Contribution as described above, the PID Fee Contribution shall be used solely to reimburse
developer for the costs identified in this paragraph and only to the extent such costs have not been
paid to the Developer under the Impact Fee 380 Agreement.
5.21 Rental Property. Developer shall not knowingly sell a total of more than five
percent (5%) of the total number of single-family lots projected to be within the Project to
“institutional investors” that intend to own and rent or lease single-family residences within the
Project. An “institutional investor” shall mean an entity that intends or desires to purchase more
than five (5) single-family lots within the Project and constructs or causes to be constructed homes
thereon for rental or leasing purposes.
SECTION 6
PID BONDS
6.1 PID Bond Issuance. Subject to the satisfaction of conditions set forth in this Section,
the City may issue PID Bonds solely for the purposes of acquiring or constructing PID Projects.
Developer may request issuance of PID Bonds by filing with the City a list of the PID Projects to
be funded with the PID Bonds and the estimated costs of such PID Projects. Developer
acknowledges that the City may require at that time a professional services agreement that
obligates Developer to fund the costs of the City’s professionals relating to the preparation for and
issuance of PID Bonds, which amount shall be agreed to by the Parties and considered a cost
payable from such PID Bonds. The issuance of PID Bonds is subject to the following conditions:
(1)The City has determined that (a) there will be no negative impact on the
City’s creditworthiness, bond rating, access to or cost of capital, or potential for liability and
(b) the PID Bonds assessment level, structure, terms, conditions and timing of the issuance
of the PID Bonds are reasonable for the PID Projects Costs to be financed and that there is
sufficient security for the PID Bonds to be creditworthy.
(2)All costs incurred by the City that are associated with the administration of
the PID shall be paid out of special assessment revenue levied against property within the
PID. City administration costs shall include without limitation those associated with
continuing disclosure, compliance with federal tax law, agent fees, staff time, regulatory
reporting and legal and financial reporting requirements.
(3)The adoption of a Service and Assessment Plan and an Assessment
Ordinance levying assessments on all or any portion of the PID Property benefitted by such
PID Projects in amounts sufficient to pay all costs related to such PID Bonds.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 22
(4)Unless otherwise agreed to by the City, the aggregate principal amount of
PID Bonds issued and to be issued shall not exceed $200,000,000.
(5)If requested by the City, delivery of an Independent Appraisal to the City
confirming that the special benefits conferred on the properties being assessed for the PID
Projects increase the value of the property by an amount at least equal to the amount assessed
against such property.
(6)Approval by the Texas Attorney General of the PID Bonds and registration
of the PID Bonds by the Comptroller of Public Accounts of the State of Texas.
(7)Developer is current on all taxes, assessments, fees and obligations to the
City including without limitation payment of Assessments.
(8)Developer is not in material default under this Agreement or any other
agreement with the City.
(9)No outstanding PID Bonds are in default and no reserve funds established
for outstanding PID Bonds have been drawn upon that have not been replenished.
(10)The Administrator has certified that the specified portions of the costs of
the PID Projects to be paid from the proceeds of the PID Bonds are eligible to be paid with
the proceeds of such PID Bonds; therewith, such approval not to be unreasonably withheld,
conditioned or delayed upon presentation of a certificate in compliance with the applicable
Indenture.
(11)The PID Projects to be financed by the PID Bonds have been or will be
constructed according to the approved Development Standards imposed by this Agreement
including without limitation any applicable Governing Regulations and/or City Regulations.
(12)The maximum maturity for each issuance of PID Bonds shall not exceed 30
years from the date of delivery thereof.
(13)The final maturity for any PID Bonds shall be not later than 50 years from
the Effective Date.
(14)The City has determined that the PID Bonds meet all regulatory and legal
requirements applicable to the issuance of the PID Bonds.
(15)If the applicable portion of PID Projects has not already been constructed
and to the extent PID Bond Proceeds are insufficient to fund such PID Projects Cost, plus
private costs to reach final lot completion, the City may require the Developer to, at time of
closing the PID Bonds, provide evidence of (i) available funds to the Developer or any
corporate parent of the Developer and made available to the Developer, (ii) evidence of
financial security from a Lender (as defined herein) of loan funds available under a loan,
letter of credit or other credit facility extended to the Developer or any corporate parent of
the Developer and made available to the Developer by a financial institution or other lender
(a “Lender”) for the purpose of development of the Authorized Improvements, equal to or
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 23
greater than the difference between the PID Projects Costs plus private costs to reach final
lot completion, and the PID Bond Proceeds available to fund such PID Projects Costs (and
private costs to reach final lot completion) or (iii) a completion agreement from any party
serving as a Developer that is a publicly traded or publicly listed company or homebuilder;
or any combination of (i), (ii) or (iii) in the discretion of the City. If so required by the City,
and the Developer provides evidence of available funds or fiscal security as described in the
preceding sentence in connection with a series of PID Bonds, the Developer shall not be
required to provide any up front cash deposit to fund the applicable PID Projects not
otherwise funded through the applicable series of PID Bonds.
(16)No information regarding the City, including without limitation financial
information, shall be included in any offering document relating to PID Bonds without the
consent of the City.
(17)Developer agrees to provide periodic information and notices of material
events regarding Developer and Developer’s development of the Project and any continuing
disclosure agreements executed by Developer in connection with the issuance of PID Bonds.
(18)Developer is not in default under a Developer Continuing Disclosure
Agreement.
(19)The issuance of any Refunding Bonds, the amount of assessment necessary
to pay the Refunding Bonds shall not exceed the remaining principal amount of the
assessments that were levied to pay the PID Bonds that are being refunded.
(20)The gross tax equivalent rate for the annual installments of the Assessments
shall not exceed $1.35 per $100.00 of taxable assessed valuation prior to application of the
TIRZ Revenue (which maximum total tax equivalent rate shall be measured based on the
estimated build out value of the applicable PID Property), without prior written consent of
the City, in its sole discretion, which written consent may be evidenced by the City’s adoption
of an Assessment Ordinance without the necessity of amending this Agreement.
(21)Unless otherwise agreed to by the City, the value to lien ratio for
Assessments securing PID Bonds shall not be less than 2:1; provided that the City may allow
for a lesser ratio through the adoption of a resolution, Bond Ordinance, Assessment
Ordinance or other applicable council action that authorizes a lesser value to lien ratio
without the necessity of amending this Agreement.
(22)Developer has provided proof reasonably satisfactory to the City that the
City PID Fee (or portion thereof, as applicable) has been deposited into the City PID Fee
Account in accordance with Section 5.20.
(23)Developer and the City shall have entered into a Reimbursement Agreement
with respect to the Phase primarily benefitted by such PID Bonds.
6.2 Disclosure Information. Prior to the issuance of PID Bonds by the City, Developer
agrees to provide all relevant information, including financial information, that is reasonably
necessary in order to provide potential bond investors with a true and accurate offering document
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 24
for any PID Bonds. Developer agrees, represents, and warrants that any information provided by
Developer for inclusion in a disclosure document for an issue of PID Bonds will not, to
Developer’s actual knowledge, contain any untrue statement of a material fact or omit any
statement of material fact required to be stated therein or necessary to make the statements made
therein, in light of the circumstances under which they were made, not misleading, and Developer
further agrees that it will provide a certification to such effect as of the date of the closing of any
PID Bonds.
6.3 Tax Certificate. If, in connection with the issuance of the PID Bonds, the City is
required to deliver a certificate as to tax exemption (a “Tax Certificate”) to satisfy requirements of
the United States Internal Revenue Code, Developer agrees to provide, or cause to be provided,
such facts and estimates as the City reasonably considers necessary to enable it to execute and
deliver its Tax Certificate. Developer represents that such facts and estimates will be based on its
reasonable expectations on the date of issuance of the PID Bonds and will be, to the best of the
knowledge of the officers of Developer providing such facts and estimates, true, correct and
complete as of such date. To the extent that it exercises control or direction over the use or
investment of the PID Bond Proceeds, including, but not limited to, the use of the PID Projects,
Developer further agrees that it will not knowingly make, or permit to be made, any use or
investment of such funds that would cause any of the covenants or agreements of the City
contained in a Tax Certificate to be violated or that would otherwise have an adverse effect on the
tax-exempt status of the interest payable on the PID Bonds for federal income tax purposes.
SECTION 7
TAX INCREMENT REINVESTMENT ZONE; CHAPTER 380 GRANTS
7.1 Tax Increment Reinvestment Zone. Prior to the issuance of the first series of PID
Bonds, the City will consider creation of a TIRZ coterminous with all of the Property except the
Liberty 75 Property. The TIRZ may be divided into zones or subzones for each Phase of
development and may be divided into subzones for single-family residential development, which
single-family development may include townhome or other attached residential product (a
“Single-Family Subzone”) and subzones for property containing mixed use development, which
mixed use development may include commercial, retail, office, multi-family development and
the like (a “Mixed Use Subzone”). The Mixed Use Subzones shall include all non-single family
parcels shown on the Illustrative Layout attached hereto as Exhibit E except for the three parcels
shown on the east side of US 75 labeled as “8.47 AC,” “20.0 AC” and “40.0 AC (Rosamond
Crossing),” which parcels comprise the Liberty 75 Property and are not included in the TIRZ.
The base year of any subzone of the TIRZ shall be the year in which the TIRZ is created. The
City agrees to use not less than fifty percent (50%) of the ad valorem tax increment generated in
the TIRZ (the “Tax Increment”), for a period of up to forty (40) years (the “City Participation”)
for the purposes described in this paragraph. The Tax Increment generated in any Single-Family
Subzone shall be used for each Phase (i) first, to pay the Administrative Expenses for the TIRZ
and (ii) second to, on a parcel-by-parcel basis, offset or pay a portion of any Assessment levied on
assessed parcels for the costs of Authorized Improvements. The Tax Increment generated in any
Mixed Use Subzone shall be placed into a separate account as set forth in the Project and Finance
Plan and be used (x) first, to pay the Administrative Expenses for the TIRZ, and (y) second to fund
Mixed Use Subzone Grants (as defined herein).
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 25
The Developer agrees to use reasonable efforts to obtain Collin County’s participation in
the TIRZ, and the City agrees to provide any necessary support for such efforts.
7.2 TIRZ Funds. In accordance with the Project and Finance Plan, the Tax Increment
obtained from the TIRZ subzones shall be placed into a accounts as appropriate and shall be used
as described above.
7.3 Chapter 380 Grants.
(a)Eligible Infrastructure Grant. In consideration of the Developer’s
agreement to construct the Authorized Improvements as outlined herein, the City shall enter into
a Chapter 380 Agreement (the “Impact Fee 380 Agreement”) with the Developer to provide a grant
(the “Eligible Infrastructure Grant”) to reimburse the Developer for the costs of the Mantua
Parkway Road Improvements, Standridge Boulevard, the Major Water Lines, the Major Water
Line Easement, and the Trunk Line Easements (collectively, the “Eligible Infrastructure”) in an
amount up to the same amount of the total Impact Fees collected from all portions of the Property
except the Liberty 75 Property (the “Liberty Hills Impact Fees”), to the extent the costs of such
Eligible Infrastructure are not reimbursed or otherwise funded by the PID Fee Contribution as
stated in Section 5.20 hereof. The Eligible Infrastructure Grant shall be payable to the Developer
on a quarterly basis after the City’s approval of the submission of evidence of costs of the Eligible
Infrastructure as more particularly described in the Impact Fee 380 Agreement solely from Liberty
Hills Impact Fees deposited in the Liberty Hills Impact Fee Account.
(b)Mixed Use Subzone TIRZ Grants. The City will enter into one or more
Chapter 380 Agreements to fund Chapter 380 Grants and economic incentives to the Developer or
one or more owners or tenants located in the Mixed Use Subzone (each, a “Mixed Use Subzone
Grant”) upon terms mutually agreeable to the City, the Developer or such future owner or tenant,
which terms shall be set forth in the applicable Chapter 380 Agreement.
(c)Liberty 75 Property Chapter 380 Grants. The TIRZ shall not include the
Liberty 75 Property. The City will enter into a Chapter 380 Agreement to fund Chapter 380 Grants
and economic incentives to the Developer and one or more anchor or sub-anchor tenants or owners
to be located on the Liberty 75 Property. Under said Chapter 380 Agreement, the City shall
dedicate not less than 50% of City sales tax revenue generated solely on the Liberty 75 Property
(the “City’s Sales Tax Grant”) to such Chapter 380 Grants; provided, however, that the City may
instead—at its sole discretion— dedicate all or a portion of the same dollar amount of the City’s
Sales Tax Grant from sources other than sales tax). Further, the City shall dedicate not less than
50% of City property tax revenue generated solely on the Liberty 75 Property (the “City’s Property
Tax Grant”) to such Chapter 380 Grants; provided, however, that the City may instead—at its sole
discretion—dedicate all or a portion of the same amount of the City’s Property Tax Grant from
sources other than property tax). For the avoidance of doubt, the City’s Sales Tax Grant shall not
include any sales tax revenue or any other revenue of the Anna Community Development
Corporation or the Anna Economic Development Corporation. Notwithstanding the foregoing: (1)
the City’s dedication of the City’s Sales Tax Grant and the City’s dedication of the City’s Property
Tax Grant shall both be reduced from 50% to 25% to the extent that any such grant or any part
thereof is offered to a potential anchor or sub-anchor tenant or owner that the City has not approved
of in advance in writing; and (2) the requirement that City dedicate the City’s Sales Tax Grant and
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 26
the City’s Property Tax Grant under this paragraph shall terminate on the earlier of the expiration
of ten (10) years after the effective date of the Chapter 380 Agreement or the date upon which the
City has paid the Developer the amounts mutually agreed to by the City and the Developer at the
time of execution of the Chapter 380 Agreement.
SECTION 8
PAYMENT AND REIMBURSEMENT OF PID PROJECTS
8.1 Payment of Costs of PID Projects. The Parties understand that PID Bond Proceeds
and/or the proceeds from Assessments will be used to reimburse the Developer for certain PID
Projects Costs related to the PID Projects and, in the event PID Bond Proceeds and/or proceeds
from Assessments are not available at the time that all or a portion of the PID Projects are
substantially complete and the City is ready to accept said PID Projects or portion thereof, PID
Bond Proceeds and/or proceeds from Assessments, once available, will be used to reimburse
Developer for said PID Projects Cost following acceptance by the City. Such reimbursement will
be governed by the terms of the Reimbursement Agreement to be entered into between the
Developer and the City for the applicable Phase.
8.2 Improvement Account of the Project Fund and Developer Improvement Account.
The Improvement Accounts of the Project Fund and the Developer Improvement Account shall be
administered and controlled by the City, together with the trustee appointed by the City pursuant
to the applicable Indenture, and funds in the Improvement Account of the Project Fund and the
Developer Improvement Account shall be deposited and disbursed in accordance with the terms
of the respective Indenture.
8.3 Cost Overrun. If the total PID Projects Cost for any Phase of development exceeds
the total amount of monies on deposit in the Improvement Account of the Project Fund and the
Developer Improvement Account (a “Cost Overrun”), Developer shall be solely responsible for
the Cost Overrun, except as provided in Section 8.4 below.
8.4 Cost Underrun. If, upon the completion of construction of an PID Project (or
segment or section thereof) and payment or reimbursement for such PID Project (or segments or
section thereof), there are Cost Underruns, any remaining Budgeted Cost(s) may be available to
pay Cost Overruns on any other PID Project. The elimination of a category of PID Projects as set
forth in the Service and Assessment Plan will require an amendment to the SAP Prior to the
completion of all of the PID Projects within an improvement category, as listed in the applicable
SAP and the PID, funds available from an improvement category (e.g., water, sanitary sewer,
roadway, soft costs, etc.) may be used as Cost Underruns and applied to another improvement
category in consultation with the Administrator and approval of the City Manager. If, upon
completion of the PID Projects in any improvement category, there are funds remaining in any
improvement categories, those funds can then be used to reimburse the Developer for any
qualifying costs of the PID Projects that have not been previously paid.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 27
SECTION 9
ANNEXATION AND POST-ANNEXATION MATTERS
9.1 Annexation.
(a) Annexation Generally. As soon as is practicable, after execution of this
Agreement, the applicable Owners shall submit a voluntary annexation petition for the ETJ
Property. This Agreement constitutes the service plan agreement for providing City services to
any such annexed portion of the Property (the “Annexed Property”) as described in Section 9.1(e).
If the City is unable to complete the annexation of any Annexed Property for any reason, including
but not limited to procedural error or legal challenge, Developer shall execute another voluntary
annexation petition for the Annexed Property within ten (10) days of being requested to do so.
Should the City fail to complete the annexation of the ETJ Property in accordance with this
Agreement, Developer shall have the right to terminate this Agreement with respect to any ETJ
Property with notice to the City and, upon such termination, the ETJ Property shall be immune to
involuntary annexation by the City for a period of thirty (30) years thereafter regardless of any
change of law. Notwithstanding anything contained herein, to the extent this Agreement is
terminated by Developer with respect to the ETJ Property, this Agreement shall remain in effect
with respect to the remaining Property.
(b)Zoning. The City shall, subject to Section 9.1(a) in accordance with
applicable statutory requirements, take all steps necessary to complete the annexation of the ETJ
Property immediately prior to the ordinance adopting the PD Zoning (as defined herein). After or
in conjunction with the annexation of the ETJ Property, the City shall consider planned
development zoning for the Property consistent with the Development Standards, the Illustrative
Layout or Concept Plan, and this Agreement (the “PD Zoning”). To facilitate such PD Zoning,
the Developer agrees to submit a zoning application within thirty days after the Effective Date.
The Parties agree that the Illustrative Layout attached hereto as Exhibit C, the Development
Standards attached hereto as Exhibit D, together with the Governing Regulations, City
Regulations, and the applicable provisions of this Agreement memorialize the plan for
development of the Property as of the Effective Date. Through this Agreement, Developer
expressly consents and agrees to the PD Zoning of the Property, to the extent the Property is in
the City’s corporate limits. Any such zoning of the Property shall otherwise be in accordance
with all procedures set forth in the applicable City Regulations. Should the City Council fail—
within 90 days after submittal of a complete and sufficient zoning application—to approve the
PD Zoning on the Property in accordance with this Agreement through no fault of the Developer,
or approve zoning on the Property that is in any way more restrictive than the PD Zoning without
the Owner’s consent through no fault of the Developer, then the Owners shall have the right to
terminate this Agreement with notice to the City provided that such notice is provided in
accordance with this Agreement within 60 days of such action or inaction by the City Council.
Within thirty (30) days following delivery of such termination notice, the City shall disannex the
applicable portion of the Property from the City. Notwithstanding the foregoing or any other
provision of this Agreement, Developer’s failure to submit a zoning application and Concept Plan
that complies with all provisions of the Zoning Ordinance applicable to the submittal of a zoning
application and Concept Plan shall be deemed a failure to submit a complete and sufficient zoning
application provided that the City provide notice within 45 days of such a submittal stating each
deficiency that Developer shall be required to cure in order for such zoning application and
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 28
Concept Plan be processed and considered for approval. No disannexation shall be required if
Developer fails to cure the zoning application as set forth in this paragraph.
(c)Disannexation; Creation of Municipal Utility District. In the event PID
Bonds for a particular Phase of the Project are not issued as a result of any act or omission of the
City, including the City’s refusal to issue such PID Bonds, and by no fault of the Developer, and
a period of ninety days to cure such non-occurrence has passed after the Developer provides
written notice of such non-occurrence, then (a) the City shall—if the Developer petitions for
disannexation—disannex the applicable portion of the PID Property from the City and any
remaining portion of the PID Property for which PID Bonds have not been issued within thirty
(30) days of the filing of the disannexation petition by Developer and such property shall
thereafter be immune to involuntary annexation by the City for a period of thirty (30) years and
(b) the Developer shall provide notice to the City of its intent to form a municipal utility district
or similar utility or improvement district created by special act of the Texas Legislature or the
TCEQ or, if necessary, any other agency with jurisdiction (a “MUD”) on the portion of the
Property disannexed pursuant to this paragraph and upon such notice, the City shall be deemed
to have consented to the formation of the MUD with no further action of the City or City Council
required; provided that the City shall take any necessary steps or provide any documents
necessary to evidence the City’s consent to the TCEQ, the Texas Attorney General or other
agency or body with regulatory powers over the MUD. If PID Bonds have issued for prior Phases
of the PID Property or assessments been levied, those Phases shall remain within the limits of
City. For the avoidance of doubt and notwithstanding the foregoing or any other provision of this
Agreement, this paragraph shall not apply and disannexation shall not be required in the event
that PID Bonds for a particular Phase of the Project are not issued by the City because the
conditions and requirements set forth in Section 6.1 that are in the reasonable control of the
Developer, which provisions shall solely include items (7), (8), (11), (15), (17), (18), (22), and
(23) set forth under Section 6.1, and in and Section 6.2 have not been satisfied by the Developer.
For the further avoidance of doubt this paragraph shall apply only to the single-family residential
portions of the Property that are within the PID Property and this paragraph shall not apply to—
and disannexation shall not be required as to— the Liberty 75 Property and any commercial or
multifamily areas included within the TIRZ including without limitation the Mixed Use Subzone
as those areas are defined in this Agreement. Other than as provided in Section 9.1(b), Developer
waives the right to file a petition or otherwise seek removal of any portion of the Property from
the City unless and only to the extent the City is required to disannex any part of the Property
under this paragraph.
(d)Survival. In the event Developer terminates this Agreement in accordance
with this Section 9, Developer’s rights and remedies under this Section 9, including disannexation
and the ETJ Property’s immunity to future involuntary annexation, shall survive such termination.
(e)Agreement for Services. Pursuant to Section 43.0672, Texas Local
Government Code, this Agreement shall constitute an agreement for the provision of services to
the ETJ Property and, except as expressly provided otherwise herein, the City shall, immediately
upon the effective date of any annexation, provide the Property with all those municipal services
currently offered within the City, including those which may be offered in the future, without
discrimination. The Owners are not required to enter into this Agreement. The annexation
procedures described in plain language in this Agreement require the Owners’ consent. The
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 29
Parties acknowledge and agree that this Agreement shall satisfy the written disclosure
requirements under Section 212.172(b-1) of the Texas Local Government Code.
SECTION 10
EVENTS OF DEFAULT; REMEDIES
10.1 Events of Default. No Party shall be in default under this Agreement until notice of
the alleged failure of such Party to perform has been given in writing (which notice shall set forth
in reasonable detail the nature of the alleged failure) and until such Party has been given a
reasonable time to cure the alleged failure (such reasonable time to be determined based on the
nature of the alleged failure, but in no event more than thirty (30) days (or any longer time period
to the extent expressly stated in this Agreement as relates to a specific failure to perform) after
written notice of the alleged failure has been given. Notwithstanding the foregoing, no Party shall
be in default under this Agreement if, within the applicable cure period, the Party to whom the
notice was given begins performance and thereafter diligently and continuously pursues
performance until the alleged failure has been cured. Notwithstanding the foregoing, however, a
Party shall be in default of its obligation to make any payment required under this Agreement if
such payment is not made within twenty (20) business days after it is due.
10.2 Remedies. As compensation for the other party's default, an aggrieved Party is
limited to seeking specific performance of the other party's obligations under this Agreement.
10.3 Performance Window; Election to Terminate. In the event that Developer does not
request that the City issue the initial series of PID Bonds on or before December 31, 2026, none
of the Parties hereto shall thereafter be required to perform under this Agreement and this
Agreement will terminate. If this Agreement is terminated under this Section 10.3, if a PID has
been created, the owner of the applicable PID Property must within 30 days of such termination
file or caused to be filed with the City an irrevocable petition by the owners of the applicable PID
Property to dissolve the PID and shall thereafter promptly undertake any and all reasonable and
necessary actions to facilitate the dissolution of the PID. Notwithstanding any provision of this
Agreement, the obligations of any owner of PID Property regarding the dissolution of the PID in
accordance with this Section 10.3 shall survive the termination of this Agreement.
SECTION 11
ASSIGNMENT; ENCUMBRANCE
11.1 Assignment. This Agreement shall be binding upon and inure to the benefit of the
successors and assigns of the Parties hereto. The obligations, requirements, or covenants to
develop the Property subject to this Agreement shall be assignable, in whole or in part, by an
Owner, with the prior written consent of the City. The City’s consent to such assignment shall not
be unreasonably withheld. Notwithstanding the foregoing, any Owner has the right from time to
time, without the consent of but with written notice to the City, to assign this Agreement in whole
or in part to (i) any person or entity that is or will become an owner of any portion of the Property,
to the extent of such assignee’s ownership of the Property, (ii) any entity formed in which an
Owner or any principal of an Owner retains an ownership interest of at least fifty-one percent
(51%), any subsidiary of an Owner, or any entity that is under common control with or controlled
by an Owner, (iii) or any lien holder on the Property. An assignee shall be considered a “Party”
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 30
for the purposes of this Agreement. Each assignment shall be in writing executed by the applicable
Owner and the assignee and shall obligate the assignee to be bound by this Agreement to the extent
this Agreement applies or relates to the obligations, rights, title, or interests being assigned. No
assignment by an Owner shall release an Owner from any liability that resulted from an act or
omission by such Owner that occurred prior to the effective date of the assignment unless the City
approves the release in writing. Each Owner shall maintain written records of all assignments
made by such Owner to assignees, including a copy of each executed assignment and, upon written
request from any Party or assignee, shall provide a copy of such records to the requesting person
or entity, and this obligation shall survive the assigning Party’s sale, assignment, transfer, or other
conveyance of any interest in this Agreement or the Property.
11.2 Assignees as Parties. An Assignee authorized in accordance with this Agreement
and for which notice of assignment has been provided in accordance herewith shall be considered
a “Party” for the purposes of this Agreement. With the exception of: (a) the City, (b) an End User,
(c) a purchaser of a Fully Developed and Improved Lot, any person or entity upon becoming an
owner of land within the PID or upon obtaining an ownership interest in any part of the Property
shall be deemed to be a “Developer” and have all of the rights and obligations of Developer as set
forth in this Agreement and all related documents to the extent of said ownership or ownership
interest.
11.3 Third Party Beneficiaries. Except as otherwise provided herein, this Agreement
inures to the benefit of, and may only be enforced by, the Parties. No other person or entity shall
have any right, title, or interest under this Agreement or otherwise be deemed to be a third-party
beneficiary of this Agreement.
11.4 Notice of Assignment. Subject to Section 11.1 of this Agreement, the following
requirements shall apply in the event that an Owner sells, assigns, transfers, or otherwise conveys
the Property or any part thereof and/or any of its rights or benefits under this Agreement: (i) the
Owner must provide written notice to the City to the extent required under Section 11.1; (ii) said
notice must describe the extent to which any rights or benefits under this Agreement will be sold,
assigned, transferred, or otherwise conveyed; (iii) said notice must state the name, mailing address,
telephone contact information, and, if known, email address, of the person(s) that will acquire any
rights or benefits as a result of any such sale, assignment, transfer or other conveyance; and (iv)
said notice must be signed by a duly authorized person representing the applicable Owner and a
duly authorized representative of the person that will acquire any rights or benefits as a result of
the sale, assignment, transfer or other conveyance.
SECTION 12
GENERAL PROVISIONS
12.1 Recitals. The recitals contained in this Agreement: (a) are true and correct as of the
Effective Date; (b) form the basis upon which the Parties negotiated and entered into this
Agreement; (c) reflect the final intent of the Parties with regard to the subject matter of this
Agreement; and (d) are fully incorporated into this Agreement for all purposes. In the event it
becomes necessary to interpret any provision of this Agreement, the intent of the Parties, as
evidenced by the recitals, shall be taken into consideration and, to the maximum extent possible,
given full effect. The Parties have relied upon the recitals as part of the consideration for entering
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 31
into this Agreement and, but for the intent of the Parties reflected by the recitals, would not have
entered into this Agreement.
12.2 Acknowledgments. In negotiating and entering into this Agreement, the Parties
respectively acknowledge and understand that:
(a)The Developer’s and Owners’ obligations hereunder are primarily for the
benefit of the Property;
(b)the improvements to be constructed and the open space dedications and
donations of real property that Developer and/or Owners are obligated to set aside and/or dedicate
under this Agreement will benefit the Project by positively contributing to the enhanced nature
thereof, increasing property values within the Project, and encouraging investment in and the
ultimate development of the Project;
(c)the Developer’s and Owners’ consent and acceptance of this Agreement is
not an exaction or a concession demanded by the City, but is an undertaking of Developer’s
voluntary design to ensure consistency, quality, and adequate public improvements that will
benefit the Property;
(d)the Public Infrastructure will benefit the City and promote state and local
economic development, stimulate business and commercial activity in the City for the
development and diversification of the economy of the state, promote the development and
expansion of commerce in the state, and reduce unemployment or underemployment in the state;
(e)nothing contained in this Agreement shall be construed as creating or
intended to create a contractual obligation that controls, waives, or supplants the City Council’s
legislative discretion or functions with respect to any matters not specifically addressed in this
Agreement; and
(f)this Agreement is a development agreement under Section 212.172, Texas
Local Government Code.
12.3 Binding Obligations. This Agreement and all amendments thereto and assignments
hereof shall be recorded in the Real Property Records. This Agreement binds and constitutes a
covenant running with the Property and, upon the Effective Date, is binding upon the Owners and
the City, and forms a part of any other requirements for development within the Property. This
Agreement, when recorded, shall be binding upon the Parties and their successors and assigns as
permitted by this Agreement and upon the Property; however, this Agreement shall not be binding
upon, and shall not constitute any encumbrance to title as to, any End User of a Fully Developed
and Improved Lot except for land use and development regulations that apply to such Fully
Developed and Improved Lot.
12.4 Complete Agreement. This Agreement embodies the entire Agreement between the
Parties and cannot be varied or terminated except as set forth in this Agreement, or by written
agreement of the Parties expressly amending the terms of this Agreement.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 32
12.5 Consideration. This Agreement is executed by the Parties hereto without coercion
or duress and for substantial consideration, the sufficiency of which is hereby acknowledged.
12.6 Term. Unless otherwise extended by mutual agreement of the Parties, the term of
this Agreement shall be until the later of (i) thirty (30) years from the Effective Date or (ii) the
final maturity of PID Bonds sold in accordance with this Agreement (the “Original Term”). Upon
expiration of the Original Term, the City shall have no obligations under this Agreement with the
exception of maintaining and operating the PID in accordance with the SAP and the Indenture,
and the Developer’s obligations shall terminate.
12.7 INDEMNIFICATION and HOLD HARMLESS. THE DEVELOPER AND
OWNERS, INCLUDING THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, HEREBY
COVENANT AND AGREE TO RELEASE, DEFEND, HOLD HARMLESS, AND INDEMNIFY
THE CITY AND ITS OFFICIALS, OFFICERS, AGENTS, REPRESENTATIVES, SERVANTS
AND EMPLOYEES (COLLECTIVELY, THE “RELEASED PARTIES”), FROM AND
AGAINST ALL THIRD-PARTY CLAIMS, SUITS, JUDGMENTS, DAMAGES, AND
DEMANDS AGAINST THE CITY OR ANY OF THE RELEASED PARTIES, WHETHER
REAL OR ASSERTED INCLUDING WITHOUT LIMITATION REASONABLE
ATTORNEY’S FEES AND RELATED EXPENSES, EXPERT WITNESS FEES,
CONSULTANT FEES, AND OTHER COSTS, ARISING OUT OF THE NEGLIGENCE OR
OTHER WRONGFUL CONDUCT OF DEVELOPER OR OWNERS, INCLUDING THE
NEGLIGENCE OF THEIR RESPECTIVE EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, MATERIAL MEN, AND/OR AGENTS, IN CONNECTION WITH THE
DESIGN OR CONSTRUCTION OF ANY PUBLIC INFRASTRUCTURE, STRUCTURES, OR
OTHER FACILITIES OR IMPROVEMENTS THAT ARE REQUIRED OR PERMITTED
UNDER THIS AGREEMENT (TOGETHER, “CLAIMS”); AND IT IS EXPRESSLY
UNDERSTOOD THAT SUCH CLAIMS SHALL, EXCEPT AS MODIFIED BELOW,
INCLUDE CLAIMS EVEN IF CAUSED BY THE CITY’S OWN CONCURRENT
NEGLIGENCE SUBJECT TO THE TERMS OF THIS SECTION. DEVELOPER AND
OWNERS SHALL NOT, HOWEVER, BE REQUIRED TO INDEMNIFY THE CITY
AGAINST CLAIMS CAUSED BY THE CITY’S SOLE NEGLIGENCE, GROSS
NEGLIGENCE OR WILLFUL MISCONDUCT. IF THE CITY INCURS CLAIMS THAT
ARE CAUSED BY THE CONCURRENT NEGLIGENCE OF DEVELOPER AND/OR
OWNERS AND THE CITY, DEVELOPER’S AND/OR OWNERS’ INDEMNITY
OBLIGATION(S) WILL BE LIMITED TO A FRACTION OF THE TOTAL CLAIMS
EQUIVALENT TO DEVELOPER’S AND/OR OWNERS’ OWN PERCENTAGE OF
RESPONSIBILITY. DEVELOPER AND OWNERS, INCLUDING THEIR RESPECTIVE
SUCCESSORS AND ASSIGNS, FURTHER COVENANTS AND AGREES TO RELEASE,
DEFEND, HOLD HARMLESS, AND INDEMNIFY, THE CITY AGAINST ANY AND ALL
CLAIMS BY ANY PERSON CLAIMING AN OWNERSHIP INTEREST IN THE PROPERTY
PRIOR TO THE EFFECTIVE DATE WHO HAS NOT SIGNED THIS AGREEMENT IF SUCH
CLAIMS RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH: (1) THE CITY’S
RELIANCE UPON DEVELOPER’S REPRESENTATIONS IN THIS AGREEMENT; (2) THIS
AGREEMENT OR OWNERSHIP OF THE PROPERTY; OR (3) THE CITY’S APPROVAL OF
ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION WITH RESPECT TO
THE PROPERTY.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 33
12.8 Status of Parties. At no time shall the City have any control over or
charge/supervision of Developer’s design, construction, installation or other work related to any
of the Public Infrastructure, nor the means, methods, techniques, sequences, or procedures utilized
for said design, construction, installation or other work. This Agreement does not create a joint
enterprise or venture or employment relationship between the City and Developer.
12.9 Payee Information. With respect to any and every type of payment/remittance due
to be paid at any time by the City to a Party hereto after the Effective Date under this Agreement,
the name and delivery address of the payee for such payment shall be the notice address applicable
to such party set forth in Section 12.10. Any Party to receive such payments/remittance may
change the name of the payee and/or address by delivering written notice to the City designating
a new payee and/or address or through an assignment of such Party’s rights hereunder.
12.10 Notices. Any notice, submittal, payment or instrument required or permitted by
this Agreement to be given or delivered to any party shall be deemed to have been received (i) if
delivered via a method other than e-mail, when delivered personally or upon the expiration of
72 hours following deposit of the same in any United States Post Office, registered or certified
mail, postage prepaid or (ii) if delivered via e-mail, upon the earlier of receipt of a “delivery
receipt” or on the next Business Day after being sent (as recorded on the device from which the
sender sent the email) unless the sender receives an automated message that the email has not been
delivered. Any such notice shall be addressed as follows:
To the City: City of Anna, Texas
Attn: City Manager
120 W. 7th Street
Anna, Texas 75409
E-mail: gpeters@annatexas.gov
With a copy to: Wolfe, Tidwell & McCoy, LLP
Attn: Clark McCoy
2591 Dallas Parkway, Suite 300
Frisco, Texas 75034
E-mail: cmccoy@wtmlaw.net
And to: McCall, Parkhurst & Horton L.L.P.
Attn: Rodolfo Segura Jr
717 North Harwood, Suite 900
Dallas, TX 75201
E-mail: rsegura@mphlegal.com
To Liberty 800: Liberty 800, LP
Attn: Teague Griffin
1061 N. Coleman Street, Suite 90
Prosper, Texas 75078
E-mail: teague@bgrea.com
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 34
With a copy to: Locke Lord
Attn: Drew Slone
2200 Ross Ave., Suite 2800
Dallas, Texas 75201
E-mail: dslone@lockelord.com
To Liberty 75: Liberty 75, LP
Attn: Teague Griffin
1061 N. Coleman Street, Suite 90
Prosper, Texas 75078
E-mail: teague@bgrea.com
With a copy to: Locke Lord
Attn: Drew Slone
2200 Ross Ave., Suite 2800
Dallas, Texas 75201
E-mail: dslone@lockelord.com
To Janis RE: Janis Real Estate LLC
Attn: Jay Janis
11014 County Road 290
Anna, TX 75409
E-mail: jaypjanis@outlook.com
To Jay P. and Irene C. Janis: Jay P. and Irene C. Janis
11014 County Road 290
Anna, TX 75409
E-mail: jaypjanis@outlook.com
To Thornton: The Thornton Family Trust
8 Duncannon Court
Dallas, TX 75225
Attn: Ryan Thornton
Any Party may change its address or addresses for delivery of notice by delivering written notice
of such change of address to the other Party.
12.11 Estoppel Certificates. From time to time, upon written request of an Owner under
this Agreement, and upon the payment to the City of a $100.00 fee plus all reasonable costs
incurred by the City in providing the certificate described in this section, the City Manager, or
his/her designee will, in his/her official capacity and to his/her reasonable knowledge and belief,
execute a written estoppel certificate identifying any obligations of the respective Owner under
this Agreement that are in default.
12.12 Interpretation. Each Party has been actively involved in negotiating and drafting
this Agreement. Accordingly, a rule of construction that any ambiguities are to be resolved against
the drafting Party will not apply to interpreting this Agreement. In the event of any dispute over
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 35
the meaning or application of any provision of this Agreement, the provision will be interpreted
fairly and reasonably and neither more strongly for nor against any Party, regardless of which Party
originally drafted the provision.
12.13 Time. In this Agreement, time is of the essence and compliance with the times for
performance herein is required.
12.14 Authority and Enforceability. The City represents and warrants that this Agreement
has been approved by official action by the City Council of the City in accordance with all
applicable public notice requirements (including, but not limited to, notices required by the Texas
Open Meetings Act) and that the individual executing this Agreement on behalf of the City has
been duly authorized to do so. The Developer and Owners respectively represent and warrant that
this Agreement has been approved by appropriate action of the Developer and Owners, and that
each individual executing this Agreement on behalf of the Developer and Owners has been duly
authorized to do so. Each Party respectively acknowledges and agrees that this Agreement is
binding upon such Party and is enforceable against such Party, in accordance with its terms and
conditions.
12.15 Limited Waiver of Immunity. The Parties are entering into this Agreement in
reliance upon its enforceability. Consequently, the City unconditionally and irrevocably waives all
claims of sovereign and governmental immunity which it may have (including, but not limited to,
immunity from suit and immunity to liability) to the extent, but only to the extent, that a waiver is
necessary to enforce specific performance of this Agreement (including all of the remedies
provided under this Agreement) and to give full effect to the intent of the Parties under this
Agreement. Notwithstanding the foregoing, the waiver contained herein shall not waive any
immunities that the City may have with respect to claims of injury to persons or property, which
claims shall be subject to all of their respective immunities and to the provisions of the Texas Tort
Claims Act. Further, the waiver of immunity herein is not enforceable by any party not a Party to
this Agreement.
12.16 Amendment; Severability. This Agreement shall not be modified or amended
except in writing signed by the Parties; provided that any amendment relating to a distinct portion
of the Property may be signed solely by the owner of such Property and the City without the
requirement of signatures from any other Party hereto and the remaining Parties hereto consent to
such amendment. If any provision of this Agreement is determined by a court of competent
jurisdiction to be unenforceable for any reason, then: (a) such unenforceable provision shall be
deleted from this Agreement; (b) the unenforceable provision shall, to the extent possible and upon
mutual agreement of the Parties, be rewritten to be enforceable and to give effect to the intent of
the Parties; and (c) the remainder of this Agreement shall remain in full force and effect and shall
be interpreted to give effect to the intent of the Parties.
12.17 Applicable Law; Venue. This Agreement is entered into pursuant to and is to be
construed and enforced in accordance with the laws of the State of Texas and all obligations of the
Parties are performable in Collin County. Exclusive venue for any action related to, arising out of,
or brought in connection with this Agreement shall be in a state district court in Collin County.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 36
12.18 Non Waiver. Any failure by a Party to insist upon performance by the other Party
of any material provision of this Agreement shall not be deemed a waiver thereof, and the Party
shall have the right at any time thereafter to insist upon strict performance of any and all provisions
of this Agreement. No provision of this Agreement may be waived except by writing signed by
the Party waiving such provision. Any waiver shall be limited to the specific purposes for which
it is given. No waiver by any Party of any term or condition of this Agreement shall be deemed or
construed to be a waiver of any other term or condition or subsequent waiver of the same term or
condition.
12.19 Force Majeure. Each Party shall use good faith, due diligence and reasonable care
in the performance of its respective obligations under this Agreement, and time shall be of the
essence in such performance; however, in the event a Party is unable, due to force majeure, to
perform its obligations under this Agreement, then the obligations affected by the force majeure
shall be temporarily suspended. Within ten (10) business days after the occurrence of a force
majeure, the Party claiming the right to temporarily suspend its performance, shall give written
notice to all the Parties, including a detailed explanation of the force majeure and a description of
the action that will be taken to remedy the force majeure and resume full performance at the earliest
possible time. The term “force majeure” shall include events or circumstances that are not within
the reasonable control of the Party whose performance is suspended and that could not have been
avoided by such Party with the good faith exercise of good faith, due diligence and reasonable
care. A Party that has claimed the right to temporarily suspend its performance under this section
shall provide written reports to the other Party at least once every week detailing: (i) the extent to
which the force majeure event or circumstance continues to prevent the Party’s performance; (ii)
all of the measures being employed to regain the ability to fully perform; and (iii) the projected
date upon which the Party will be able to resume full performance.
12.20 Statutory Verifications.The Developer and each of the Owners constituting a
“Company” as defined in the Government Code (as defined herein) (the Developer and each such
Owner, a “Representing Owner” for the purposes of this Section 12.20) make the following
representations and covenants pursuant to Chapters 2252, 2271, 2274, and 2276, Texas
Government Code, as heretofore amended (the “Government Code”), in entering into this
Agreement. As used in such verifications, “affiliate” means an entity that controls, is controlled
by, or is under common control with the Representing Developer or Owner within the meaning of
SEC Rule 405, 17 C.F.R. § 230.405, and exists to make a profit. Liability for breach of any such
verification during the term of this Agreement shall survive until barred by the applicable statute
of limitations, and shall not be liquidated or otherwise limited by any provision of this Agreement,
notwithstanding anything in this Agreement to the contrary.
a.Not a Sanctioned Company. Each Representing Owner respectively
represents that neither it nor any of its parent company, wholly- or majority-owned
subsidiaries, and other affiliates is a company identified on a list prepared and maintained
by the Texas Comptroller of Public Accounts under Section 2252.153 or Section
2270.0201, Government Code. The foregoing representation excludes any Representing
Owner and each of its parent company, wholly- or majority-owned subsidiaries, and other
affiliates, if any, that the United States government has affirmatively declared to be
excluded from its federal sanctions regime relating to Sudan or Iran or any federal sanctions
regime relating to a foreign terrorist organization.
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 37
b.No Boycott of Israel. Each Representing Owner respectively hereby
verifies that it and its parent company, wholly- or majority-owned subsidiaries, and other
affiliates, if any, do not boycott Israel and will not boycott Israel during the term of this
Agreement. As used in the foregoing verification, “boycott Israel” has the meaning
provided in Section 2271.001, Government Code.
c.No Discrimination Against Firearm Entities. Each Representing Owner
respectively hereby verifies that it and its parent company, wholly- or majority-owned
subsidiaries, and other affiliates, if any, do not have a practice, policy, guidance, or
directive that discriminates against a firearm entity or firearm trade association and will
not discriminate against a firearm entity or firearm trade association during the term of this
Agreement. As used in the foregoing verification, “discriminate against a firearm entity or
firearm trade association” has the meaning provided in Section 2274.001(3), Government
Code.
d.No Boycott of Energy Companies. Each Representing Owner respectively
hereby verifies that it and its parent company, wholly- or majority-owned subsidiaries, and
other affiliates, if any, do not boycott energy companies and will not boycott energy
companies during the term of this Agreement. As used in the foregoing verification,
“boycott energy companies” has the meaning provided in Section 2276.001(1),
Government Code.
12.21 Form 1295. Submitted herewith is a completed Form 1295 in connection with the
participation of the Developer and Owners that constitutes a “business entity” for the purposes of
Section 2252.908 of the Texas Government Code in the execution of this Agreement generated by
the Texas Ethics Commission’s (the “TEC”) electronic filing application in accordance with the
provisions of Section 2252.908 of the Texas Government Code and the rules promulgated by the
TEC (the “Form 1295”). The City hereby confirms receipt of the Form 1295 from the Developer
and each of the Owners that constitutes a “business entity” for the purposes of Section 2252.908
of the Texas Government Code, and the City agrees to acknowledge such form with the TEC
through its electronic filing application not later than the 30th day after the receipt of such form.
The Developer and each Owner that constitutes a “business entity” for the purposes of Section
2252.908 and the City understand and agree that, with the exception of information identifying the
City and the contract identification number, neither the City nor its consultants are responsible for
the information contained in the Form 1295; that the information contained in the Form 1295 has
been provided solely by the Developer and each respective Owner that constitutes a “business
entity” for the purposes of Section 2252.908; and, neither the City nor its consultants have verified
such information.
12.22 Counterparts. This Agreement may be executed in any number of counterparts,
each of which shall be deemed an original and constitute one and the same instrument.
12.23 Exhibits. The following exhibits are attached to this Agreement and are
incorporated herein for all purposes:
Exhibit A-1 Metes and Bounds Description of the Liberty 800 Property
Exhibit A-2-1, A-2-II and A-2-III Metes and Bounds Descriptions of Liberty 75 Property
LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 38
Exhibit A-3 Metes and Bounds Description of the Thornton Property
Exhibit A-4 Metes and Bounds Description of the Janis RE Property
Exhibit A-5 Metes and Bounds Description of the Janis Property
Exhibit B Depiction of the Property
Exhibit C Illustrative Layout
Exhibit D Development Standards
Exhibit E Authorized Improvements and Budgeted Costs
Exhibit F Original Agreement
Exhibit G-1 On-Site Sewer Improvements
Exhibit G-2 Major Sewer Improvements
Exhibit H-1 On-Site Water Improvements
Exhibit H-2 Major Water Improvements
Exhibit I Major Roadway Improvements
Exhibit J Trail and Open Space Improvements
Exhibit K PID Financial Summary
[SIGNATURES PAGES AND EXHIBITS FOLLOW;
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
EXECUTED BY THE PARTIES TO BE EFFECTIVE ON THE EFFECTIVE DATE:
CITY OF ANNA, TEXAS
By:
Name: Nate Pike
Title: Mayor
Date: 15 /1L4
STATE OF TEXAS §
COUNTY OF COLLIN §
This instrument was acknowledged before me on this AArA I j I Ll }1, 2024, by Nate Pike,
Mayor of the City of Anna, Texas, on behalf of said City.
"`"°"'`� JEOVANNA RUBIO
`1 Y A i
?z° i Notary Public. State of Texas
Comm. Expires
p es 10-03-2026
Notary ID 133995676 Qot�a Public, State of Texas
[SEAL]
Approved as to form:
L
Clar - cCoy, City Atto ey
Development Agreement Signature Page
LIBERTY 75:
LIBERTY 75, LP,
a Texas limited partnership
By: Liberty Anna GP, LLC,
a Texas limited liability company, its General
Partner
By:
Teague G ftin, Manager
STATE OF TEXAS §
COUNTY OF L I I j I,% §
This instrument was acknowledged before me, on the 10�-day of , 2024,
by Teague Griffin, Manager of Liberty Anna GP, LLC, a Texas limited liability compaily, general
partner of Liberty 75, LP, on behalf of said partnership,
[SEAL] ",,• ICIMBERLY IYNN JACKSON—r
��`� +�'_ Notar Public, State of Texas
v Notary Public, State of T
z"4' Co 028
Notary ID 6304082
Development Agreement Signature Page
LIBERTY 800:
LIBERTY 800, LP,
a Texas limited partnership
By: Liberty Anna GP, LLC,
a Texas limited liability company, its General
Partner
By:
Teague Gr fin, Manager
STATE OF TE S
COUNTY OF G111n_
This instrument was acknowledged before me, on the ID day of , 2024,
by Teague Griffin, Manager of Liberty Anna GP, LLC, a Texas limited liability c&npahy, general
partner of Liberty 800, LP, on behalf of said partnership.
[S E A L] +""' KIMBERLY LYNN JACKSON
Notary Public, State of Texas
:'•=r Comm. Expires 02-t2-2028
•.,,,�,,,,� Notary ID 6.304082
Notary Public, State of e as
Development Agreement Signature Page
THE THORNTON FAMILY TRUST
By:
J ies R. Thornton, Co -Trustee of the Thornton
Famil Trust UTD Jan ary 19, 2021
r
By:
La ri L. Thorn on, - rustee of the
Thornton
Family Trust UTD January 19, 2021
STATE OF TF,,XA§
COUNTY OF §
Before me, on this day personally appeared the foregoing individuals, known to me
to be the persons whose names were subscribed in my presence to the foregoing instrument.
[SEAL] fi'= COR! ID MVORTHMy Nowy 8
0 V.W Ul
Notary Public
Commission Expires('�AA�Cta�eq
Development Agreement Signature Page
/ M
JANIS RE:
JANIS REAL ESTATE, LLC,
a Texas limited liability company
By:
Jay s, o (M mber
STATE OF TEXAS §
COUNTY OFQ,\V n §
n 1l+nco,% cl 7A 2-LA t4P>
Before me, on this day personally appeared the foregoing individual, known to me to be
the persons whose names were subscribed in my presence to the foregoing instrument.
[SEAL]
No ary Publ
Commission Expires: lc) q
UTLYN WYATT
N 0 TA R Y P UBLIC, STATE OF TEXAS
Jy ;WY COMM. UP. 10/0712024
.NOTARY 11)13273215-4
Development Agreement Signature Page
IRENE C. JANIS,
an individual
By: �J'--
STATE OF TEXAS §
COUNTY OF C b\V, Y1 §
This instrument was acknowledged before me, on the _9__ day of ►' on&4 , 2024,
by Irene C. Janis.
[S E A L]
Notary Publ State of Te
:P��� A�&c KAITLYN WYA77
NOTARY PUBLIC STR7EOFTEXAS
i^l MYCOMM. EXP, 1010712024
"'Fof �y NOTARYID 13273215-9
Development Agreement Signature Page
JAY P. JANIS,
an individual
LIM
STATE OF TEXAS §
COUNTY OF CC I \.n §
This instrument was acknowledged before me, on the day of rnCy.. . , 2024,
by Jay P. Janis.
[SEAL]
Notary Pub , State of T s
a�tr�y AUOyc KAMYN WYATT
:VOTARY PUBLIC. STATEOFTEXAS
, 'c MYCOMM. EXP. 10/0712024
y'F0F1 NOTARYID 13273215-4
Development Agreement Signature Page
EXHIBIT A-1
Metes and Bounds Description of Liberty 800 Property
Page 1 of 10
EXHIBIT A-1
TRACT ONE
694.344
Acres
SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith
Survey, Abstract No. 822, the Zachariah Roberts Survey, Abstract No. 760, the John Batterton Survey,
Abstract No. 94, the W.P. Burns Survey, Abstract No. 100, the J.C. Burge Survey, Abstract No. 106 and
the Jonas Whitaker Survey, Abstract No. 981 and being a part of the 2,304.493 acre tract of land (Tract
F) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special Warranty Deed dated June
25, 2018 and recorded in Instrument No. 20180625000783630, Official Public Records, Collin County,
Texas, and being more particularly described by metes and bounds as follows, to-wit:
BEGINNING at a 1/2 inch rebar found in or near the centerline intersection of County Road
370, a public road, with County Road 368, a public road, in the South line of said Henry Smith Survey
and the North line of the John Elliott Survey, Abstract No. 296, at the Northwest corner of the remainder
of the 16.215 acre tract of land conveyed to Sheikh M. Alam, recorded in Volume 4335, Page 955, Deed
Records, Collin County, Texas, and the most Southerly Southwest corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 13 min. 07 sec. West, with the pavement of said County Road 368 and a
West line of said Risland Mantua 2,304.493 ac., a distance of 2,021.14 ft. to a 1/2 inch rebar found at the
most Easterly Northeast corner of Hurricane Creek Estates, an unrecorded Plat, and an Ell corner of both
said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE Westerly, with a North line of said Hurricane Creek Estates and a South line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 80 deg. 49 min. 43 sec. West, a distance of 212.73 ft. to a 5/8 inch rebar found
at an angle point;
2. South 81 deg. 00 min. 36 sec. West, a distance of 212.18 ft. to a 5/8 inch rebar found
at an
3. South 79 deg. 47 min. 15 sec. West, a distance of 215.41 ft. to a 5/8 inch rebar found
at an angle point;
4. South 79 deg. 47 min. 48 sec. West, a distance of 211.76 ft. to a 1 inch pipe found at
an angle point;
5. South 80 deg. 49 min. 08 sec. West, a distance of 220.15 ft. to a 5/8 inch rebar found
at an Ell corner of said Hurricane Creek Estates, a Southwest corner of both said
Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE Northerly, with an East line of said Hurricane Creek Estates and a West line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. North 00 deg. 47 min. 59 sec. West, a distance of 95.57 ft. to a 5/8 inch rebar found at
an angle point;
2. North 00 deg. 53 min. 28 sec. East, a distance of 242.25 ft. to a 5/8 inch rebar found
at an angle point;
3. North 01 deg. 07 min. 11 sec. East, a distance of 264.53 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
4. North 01 deg. 48 min. 05 sec. East, a distance of 76.53 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
5. North 02 deg. 27 min. 54 sec. East, a distance of 99.19 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at the most Northerly Northeast corner of said Hurricane
Creek Estates, at an Ell corner of both said Risland Mantua 2,304.493 ac. and the
herein described tract;
THENCE South 89 deg. 45 min. 34 sec. West, with a North line of said Hurricane Creek Estates
and a South line of said Risland Mantua 2,304.493 ac., a distance of 51.65 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578”at the most Southerly Southeast corner of the 179.55 ac. tract of land conveyed
to Grayson-Collin Recreational Association, Inc. in Volume 705, Page 90, said Deed Records, at a
Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract;
Page 2 of 10
THENCE Northerly, with an East line of said Grayson-Collin Recreational Association 179.55
ac. and a West line of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. North 17 deg. 52 min. 19 sec. East, a distance of 782.45 ft. to a 42 inch Elm tree at an
angle point;
2. North 22 deg. 57 min. 03 sec. East, a distance of 424.80 ft. to a 1 inch pipe found at
an angle point;
3. North 22 deg. 16 min. 10 sec. West, a distance of 763.52 ft. to a 1/2 inch capped rebar
set, stamped “RPLS 6578” at an angle point;
4. North 12 deg. 31 min. 05 sec. West, a distance of 690.34 ft. to a 1 inch pipe found at
an angle point;
5. North 35 deg. 44 min. 24 sec. East, a distance of 668.76 ft. to a 1/2 inch rebar found
at an angle point;
6. North 03 deg. 14 min. 16 sec. East, a distance of 279.04 ft. to a 1/2 inch rebar found
at the most Westerly Southwest corner of the 7.493 ac. tract of land conveyed to
Grayson-Collin Recreational Association, Inc. in Volume 738, Page 342, said Deed
Records, at an angle point;
THENCE Southeasterly, with the Southwest line of said Grayson-Collin Recreational Association
7.493 ac. and a Northeast line of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 60 deg. 30 min. 30 sec. East, a distance of 753.00 ft. to a 1 inch pipe found at
an angle point;
2. South 38 deg. 05 min. 22 sec. East, a distance of 416.65 ft. to a 1/2 inch rebar found
at an angle point;
3. South 20 deg. 05 min. 14 sec. East, a distance of 393.25 ft. to a 1 inch pipe found at
the most Southerly Southwest corner of said Grayson-Collin Recreational Association
7.493., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein
described tract;
THENCE North 64 deg. 28 min. 26 sec. East, with the South line of said Grayson -Collin
Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a distance of
48.14 ft. to a 1/2 inch rebar found at an angle point;
THENCE North 71 deg. 32 min. 49 sec. East, continuing with the South line of said Grayson -
Collin Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a
distance of 175.44 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the Southeast corner of said
Grayson Collin Recreational Association 7.493 ac., the most Easterly Southeast corner of said Grayson-
Collin Recreational Association 179.55 ac. and an angle point of both said Risland Mantua 2,304.493 ac.
and the herein described tract;
THENCE Easterly, Northerly, then Northwesterly, along the common property line of both said
Grayson-Collin Recreational Association 179.55 ac. and Risland Mantua 2,304.493 ac., the following calls
and distances:
1. North 68 deg. 39 min. 59 sec. East, a distance of 279.42 ft. to a 1/2 inch rebar found
at an angle point;
2. North 16 deg. 00 min. 07 sec. East, a distance of 631.15 ft. to a 1/2 inch rebar found
at an angle point;
3. North 43 deg. 56 min. 13 sec. West, a distance of 1,122.16 ft. to a 1/2 inch capped
rebar set stamped “RPLS 6578” at an angle point;
4. North 66 deg. 25 min. 20 sec. West, a distance of 1,304.43 ft. to a 1/2 inch capped
rebar set stamped “RPLS at the most Northerly corner of said Grayson-Collin
Recreational Association 179.55 ac. and an angle point of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE South 31 deg. 00 min. 14 sec. West, with the West line of said Grayson-Collin Recreational
Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., a distance of 345.00 ft. to
Page 3 of 10
a point in the East bank of a pond, at an angle point;
THENCE Southwesterly, with the East bank of a pond, along the West line of said Grayson-Collin
Recreational Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 the following calls
and distances:
1. South 65 deg. 09 min. 26 sec. West, a distance of 350.00 ft.;
2. South 59 deg. 44 min. 48 sec. West, a distance of 390.00 ft.;
3. South 32 deg. 52 min. 18 sec. East, a distance of 100.00 ft.;
4. South 40 deg. 29 min. 25 sec. West, a distance of 55.00 ft.;
5. North 59 deg. 49 min. 47 sec. West, a distance of 150.00 ft.;
6. South 89 deg. 36 min. 28 sec. West, a distance of 190.00 ft.;
7. South 25 deg. 45 min. 05 sec. West, a distance of 190.00 ft.;
8. South 31 deg. 50 min. 15 sec. West, a distance of 265.00 ft.;
9. South 16 deg. 52 min. 45 sec. West, a distance of 500.00 ft.;
10. South 81 deg. 20 min. 55 sec. East, a distance of 205.00 ft.;
11. South 25 deg. 08 min. 27 sec. East, a distance of 200.00 ft.;
12. South 06 deg. 15 min. 31 sec. East, a distance of 85.00 ft.;
13. South 24 deg. 28 min. 32 sec. West, a distance of 150.00 ft.;
14. South 20 deg. 37 min. 55 sec. West, a distance of 205.00 ft.;
15. South 09 deg. 56 min. 57 sec. East, a distance of 120.00 ft.;
16. North 64 deg. 36 min. 06 sec. West, a distance of 115.00 ft.;
17. South 19 deg. 23 min. 16 sec. East, a distance of 200.00 ft.;
18. South 37 deg. 19 min. 08 sec. West, a distance of 70.00 ft.;
19. South 60 deg. 56 min. 07 sec. West, a distance of 110.00 ft.;
20. South 29 deg. 09 min. 31 sec. West, a distance of 250.00 ft.;
21. South 17 deg. 58 min. 21 sec. West, a distance of 290.00 ft.;
THENCE South 86 deg. 05 min. 16 sec. West, with the South bank of a pond, along a North line of
said Grayson-Collin Recreational Association 179.55 ac. and a South line of said Risland Mantua
2,304.493 ac., a distance of 165.01 ft. to a point in line with a creek to the South;
THENCE Southerly, with the center of a creek, the West line of said Grayson -Collin Recreational
Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., the following calls and
distances:
1. South 02 deg. 18 min. 45 sec. West, a distance of 180.00 ft.;
2. South 07 deg. 21 min. 55 sec. East, a distance of 142.55 ft.;
3. South 20 deg. 21 min. 46 sec. West, a distance of 68.44 ft.;
4. South 37 deg. 03 min. 53 sec. West, a distance of 61.49 ft.;
5. South 64 deg. 30 min. 25 sec. West, a distance of 68.25 ft.;
6. South 21 deg. 56 min. 56 sec. West, a distance of 127.43 ft.;
7. South 10 deg. 33 min. 50 sec. East, a distance of 186.00 ft.;
8. South 23 deg. 42 min. 08 sec. East, a distance of 180.15 ft.;
9. South 29 deg. 18 min. 26 sec. East, a distance of 118.28 ft.;
10. South 50 deg. 34 min. 40 sec. West, a distance of 65.47 ft.;
11. South 35 deg. 56 min. 57 sec. West, a distance of 74.91 ft.;
12. South 51 deg. 20 min. 01 sec. West, a distance of 137.86 ft.;
13. South 30 deg. 41 min. 01 sec. West, a distance of 59.61 ft.;
14. South 01 deg. 39 min. 28 sec. West, a distance of 48.43 ft.;
15. South 15 deg. 38 min. 49 sec. West, a distance of 59.78 ft.;
16. South 32 deg. 29 min. 33 sec. West, a distance of 70.38 ft.;
17. South 18 deg. 00 min. 15 sec. West, a distance of 87.06 ft.;
18. South 33 deg. 07 min. 26 sec. West, a distance of 87.26 ft. to a point at the Southwest
corner of said Grayson-Collin Recreational Association 179.55 ac., at an Ell corner of
both said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE North 80 deg. 55 min. 18 sec. East, with the South line of said Grayson-Collin Recreational
Association 179.55 ac. and a North line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped
rebar set, stamped “RPLS 6578” (for witness) at 104.23 ft. and continuing on said course for a TOTAL
Page 4 of 10
distance of 898.20 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at the Northwest corner of said
Hurricane Creek Estates and the most Southerly Northeast corner of both said Risland Mantua 2,304.493
ac. and the herein described tract;
THENCE Southerly, with the West line of said Hurricane Creek Estates and an East line of said
Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 01 deg. 30 min. 49 sec. East, a distance of 234.97 ft. to a 1/2 inch capped rebar
set stamped “RPLS 6578” at an angle point;
2. South 01 deg. 40 min. 21 sec. East, a distance of 100.03 ft. to a 5/8 inch rebar found
at an angle point;
3. South 01 deg. 26 min. 53 sec. East, a distance of 230.25 ft. to a 5/8 inch rebar fou nd
at an angle point;
4. South 02 deg. 34 min. 04 sec. East, a distance of 240.01 ft. to a 5/8 inch rebar found
at an angle point;
5. South 02 deg. 31 min. 27 sec. East, a distance of 193.14 ft. to a 1/2 inch capped rebar
found at the Northeast corner of the 59.73 ac. tract of land conveyed to MM Anna 325,
LLC, recorded in Instrument No. 2019041100386110, said Official Public Records, at
a Southeast corner of both said Risland Mantua 2,304.493 ac. and the herein described
tract;
THENCE South 89 deg. 01 min. 06 sec. West, with the general course of a wire fence maintaining
the North line of said MM Anna 325 59.73 ac. and a South line of said Risland Mantua 2,304.493 ac.,
passing a 1/2 inch capped rebar found (for Witness) at the end of said fence at 938.20 ft. and continuing
on said course for a TOTAL distance of 1,215.59 ft. to a point in the center of a creek, in the East line of
the 48.900 ac. tract of land conveyed to Donna Gail Peeler in Volume 4972, Page 5535, said Deed Records,
at the Northwest corner of said MM Anna 325 59.73 ac., at a Southwest corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE Northwesterly, with the center of a creek, the East line of said Peeler 48.900 ac. and the
52.77 ac. tract of land conveyed to Janis Real Estate, recorded in Instrument No. 20220420000632060,
said Official Public Records and a West line of said Risland Mantua 2,304.493 ac., the following calls and
distances:
1. North 34 deg. 56 min. 42 sec. East, a distance of 103.29 ft.;
2. North 25 deg. 27 min. 55 sec. East, a distance of 87.41 ft.;
3. North 14 deg. 15 min. 11 sec. West, a distance of 109.46 ft.;
4. North 09 deg. 26 min. 32 sec. East, a distance of 44.80 ft.;
5. North 25 deg. 25 min. 55 sec. East, a distance of 68.17 ft.;
6. North 10 deg. 58 min. 09 sec. East, a distance of 44.27 ft.;
7. North 48 deg. 07 min. 28 sec. East, a distance of 65.89 ft.;
8. North 76 deg. 04 min. 15 sec. East, a distance of 77.19 ft.;
9. North 05 deg. 59 min. 38 sec. East, a distance of 80.43 ft.;
10. North 16 deg. 36 min. 05 sec. West, a distance of 25.15 ft.;
11. North 55 deg. 07 min. 32 sec. West, a distance of 46.80 ft.;
12. North 72 deg. 50 min. 00 sec. West, a distance of 123.19 ft.;
13. South 81 deg. 44 min. 01 sec. West, a distance of 41.34 ft.;
14. North 70 deg. 40 min. 03 sec. West, a distance of 39.93 ft.;
15. North 18 deg. 54 min. 48 sec. West, a distance of 46.24 ft.;
16. North 30 deg. 12 min. 42 sec. East, a distance of 86.17 ft.;
17. North 55 deg. 20 min. 43 sec. West, a distance of 26.95 ft.;
18. North 83 deg. 50 min. 31 sec. West, a distance of 22.50 ft.;
19. South 68 deg. 54 min. 13 sec. West, a distance of 27.87 ft.;
20. North 22 deg. 54 min. 12 sec. West, a distance of 86.02 ft.;
21. North 26 deg. 45 min. 33 sec. East, a distance of 14.91 ft.;
22. North 50 deg. 40 min. 12 sec. East, a distance of 42.50 ft.;
23. North 10 deg. 24 min. 46 sec. West, a distance of 17.30 ft.;
24. North 72 deg. 20 min. 36 sec. West, a distance of 44.01 ft.;
25. North 44 deg. 49 min. 18 sec. West, a distance of 31.13 ft.;
26. North 87 deg. 03 min. 39 sec. West, a distance of 12.89 ft.;
27. South 64 deg. 02 min. 23 sec. West, a distance of 41.90 ft.;
28. North 86 deg. 18 min. 51 sec. West, a distance of 19.60 ft.;
Page 5 of 10
29. North 13 deg. 04 min. 46 sec. West, a distance of 18.21 ft.;
30. North 53 deg. 06 min. 48 sec. East, a distance of 15.77 ft.;
31. North 77 deg. 43 min. 43 sec. East, a distance of 16.69 ft.;
32. North 43 deg. 03 min. 46 sec. East, a distance of 28.01 ft.;
33. North 17 deg. 12 min. 14 sec. West, a distance of 18.36 ft.;
34. North 71 deg. 22 min. 19 sec. West, a distance of 21.59 ft.;
35. North 22 deg. 14 min. 44 sec. East, a distance of 25.85 ft.;
36. North 81 deg. 00 min. 45 sec. East, a distance of 25.03 ft.;
37. North 20 deg. 24 min. 50 sec. East, a distance of 33.04 ft.;
38. North 27 deg. 26 min. 38 sec. West, a distance of 22.31 ft.;
39. North 83 deg. 06 min. 16 sec. West, a distance of 148.69 ft.;
40. North 25 deg. 25 min. 26 sec. West, a distance of 47.53 ft.;
41. North 67 deg. 01 min. 29 sec. West, a distance of 30.30 ft.;
42. North 84 deg. 50 min. 03 sec. West, a distance of 47.00 ft.;
43. North 74 deg. 58 min. 05 sec. West, a distance of 33.79 ft.;
44. South 76 deg. 58 min. 39 sec. West, a distance of 33.35 ft.;
45. North 35 deg. 23 min. 19 sec. West, a distance of 27.57 ft.;
46. North 11 deg. 56 min. 26 sec. West, a distance of 54.69 ft.;
47. North 43 deg. 24 min. 18 sec. West, a distance of 52.00 ft.;
48. South 55 deg. 10 min. 00 sec. West, a distance of 27.34 ft.;
49. South 78 deg. 02 min. 05 sec. West, a distance of 27.52 ft.;
50. North 67 deg. 40 min. 27 sec. West, a distance of 74.72 ft.;
51. North 74 deg. 50 min. 18 sec. West, a distance of 51.31 ft.;
52. North 61 deg. 04 min. 09 sec. West, a distance of 43.45 ft.;
53. North 41 deg. 31 min. 56 sec. West, a distance of 71.57 ft.;
54. North 26 deg. 20 min. 00 sec. West, a distance of 52.30 ft.;
55. North 48 deg. 41 min. 18 sec. West, a distance of 61.74 ft.;
56. North 78 deg. 02 min. 53 sec. West, a distance of 43.15 ft.;
57. North 45 deg. 16 min. 16 sec. West, a distance of 161.73 ft.;
58. South 70 deg. 57 min. 23 sec. West, a distance of 52.72 ft.;
59. South 61 deg. 06 min. 37 sec. West, a distance of 35.06 ft.;
60. South 72 deg. 45 min. 56 sec. West, a distance of 40.53 ft.;
61. South 87 deg. 34 min. 10 sec. West, a distance of 28.77 ft.;
62. North 67 deg. 42 min. 02 sec. West, a distance of 33.33 ft.;
63. North 23 deg. 39 min. 03 sec. West, a distance of 52.95 ft.;
64. South 89 deg. 23 min. 21 sec. West, a distance of 70.36 ft.;
65. North 74 deg. 15 min. 03 sec. West, a distance of 25.54 ft.;
66. North 51 deg. 05 min. 09 sec. West, a distance of 29.41 ft.;
67. North 20 deg. 44 min. 38 sec. East, a distance of 41.42 ft.;
68. North 31 deg. 24 min. 12 sec. West, a distance of 45.13 ft.;
69. South 77 deg. 29 min. 33 sec. West, a distance of 63.04 ft.;
70. North 33 deg. 59 min. 18 sec. West, a distance of 11.78 ft. to a point at the Northeast corner of said
Janis Real Estate 52.77 ac., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the
herein described tract;
THENCE South 88 deg. 29 min. 46 sec. West, with the North line of said Janis Real Estate 52.77 ac.
and a South line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at
1,917.45 ft. and continuing on said course for a TOTAL distance of 1,940.65 ft. to a 1/2 inch rebar found
in the pavement of County Road 290, a public road, in an East line of both the 103.991 ac. tract of land
conveyed to Mohammad Ali Manouchehripour in Volume 5200, Page 5012, said Official Public Records
and the Joseph Britton Survey, Abstract No. 72 and the West line of said Zachariah Roberts Survey, at the
Northwest corner of said Janis Real Estate 52.77 ac., at the most Westerly Southwest corner of both said
Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 12 min. 42 sec. West, with the pavement of said County Road 290, an East
line of both said Manouchehripour 103.991 ac. and the Thornton Family Trust “called” 103 acre tract of
land conveyed in Instrument No. 2021043000877560, said Official Public Records and the East line of
said Joseph Britton Survey and a West line of both said Zacharia Roberts Survey and Risland Mantua
2,304.493 ac. passing the Northeast corner of said Manouchehripour 103.991 ac. and continuing on said
course for a distance of 1,130.77 ft. to a PK nail set at the Southwest corner of the 10.669 ac. tract of land
conveyed to Delmore A. M. Church and Joyce Church in Volume 702, Page 585, said Deed Records, at a
Page 6 of 10
Northwest corner of said Risland Mantua 2,304.493 ac. and the most Western Northwest corner of the
herein described tract;
THENCE South 88 deg. 26 min. 45 sec. East, with a South line of said Church 10.669 ac. and a North
line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at 27.59 ft. and
continuing for a TOTAL distance of 353.22 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at
the most Southerly Southeast corner of said Church 10.669 ac. and an Ell corner of both said Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 36 min. 46 sec. West, with an East line of said Church 10.669 ac. and a West
line of said Risland Mantua 2,304.493 ac., a distance of 628.19 ft. to a 1/2 inch capped rebar set, stamped
“RPLS 6578” at an Ell corner of said Church 10.669 ac., at a Northwest corner of both said Risland
Mantua 2,304.493 ac. and the herein described tract;
THENCE North 86 deg. 35 min. 25 sec. East, with a South line of said Church 10.669 ac. and a North
line of said Risland Mantua 2,304.493 ac., a distance of 587.02 ft. to a 12 inch wood corner post at the
most Easterly Southeast corner of said Church 10.669 ac., at an Ell corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE North 01 deg. 14 min. 35 sec. West, with an East line of said Church 10.669 ac. and a West
line of said Risland Mantua 2,304.493 ac., a distance of 251.70 ft. to a 1/2 inch rebar found in the center
of said County Road 290, in the North line of said Zachariah Roberts Survey and the South line of said
John Batterton survey, at the Northeast corner of said Church 10.669 ac. and an Ell corner of said Risland
Mantua 2,304.493 ac., at a Northwest corner of the herein described tract;
THENCE North 89 deg. 18 min. 25 sec. East, along or near the center of said County Road 290, over
and across Risland Mantua 2,304.493 ac., with the North line of said Zachariah Roberts Survey and the
South line of said John Batterton Survey, passing the Southeast edge of pavement of said County Road
290, and continuing on said course for a distance of 797.98 ft. to a 1/2 inch rebar found at an Ell corner of
the herein described tract;
THENCE North 00 deg. 49 min. 03 sec. West, continuing over and across said Risland Mantua
2,304.493 ac., passing the Southeast edge and re-entering the pavement of said County Road 290,
continuing on said course along or near the center of said road, passing the Northwest edge of pavement
of said road, and continuing on said course for a distance of 1,687.21 ft. to a 1/2 inch capped rebar set,
stamped “RPLS 6578” at the most Northern Northwest corner of the herein described tract;
THENCE North 88 deg. 20 min. 33 sec. East, continuing over and across said Risland Mantua
2,304.493 ac., passing the Northwest edge and re-entering the pavement of said County Road 290, and
continuing on said course along or near the center of said County Road 290 for a distance of 772.49 ft. to
a 1/2 inch rebar found in the West line of the 18.632 ac. tract of land conveyed to Mohammed Rehman,
recorded in Instrument No. 20210322000563200, said Official Public Records, in an East line of said
Risland Mantua 2,304.493 ac., in the West line of said W.P. Burns Survey and the East line of said John
Batterton Survey, at a Northeast corner of the herein described tract;
THENCE South 00 deg. 54 min. 38 sec. East, with the West line of both said Rehman 18.632 ac. and
W.P. Burns Survey and the East line of both said Risland Mantua 2,304.493 ac. and John Batterton Survey,
a distance of 191.05 ft. to a 1/2 inch rebar found in the center of a draw, at the Southwest corner of said
Rehman 18.632 ac. and an Ell corner of the herein described tract;
THENCE Southeasterly, with the center of a draw and creek, with the South line of said Rehman
18.632 ac. and the West line of Lots 1 and 3 of Triple I Ranch Addition to the Collin County, Texas,
recorded in Instrument No. 2003-0183169, Map Records, Collin County, Texas, and the North and East
lines of said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 85 deg. 33 min. 48 sec. East, a distance of 38.17 ft.;
2. South 56 deg. 34 min. 17 sec. East, a distance of 114.66 ft.;
3. South 73 deg. 39 min. 14 sec. East, a distance of 29.10 ft.;
4. North 80 deg. 55 min. 30 sec. East, a distance of 49.80 ft.;
5. North 84 deg. 10 min. 17 sec. East, a distance of 35.20 ft.;
6. South 71 deg. 30 min. 51 sec. East, a distance of 6.41 ft.;
7. South 23 deg. 37 min. 31 sec. East, a distance of 11.94 ft.;
Page 7 of 10
8. South 48 deg. 57 min. 54 sec. East, a distance of 22.31 ft.;
9. South 78 deg. 22 min. 44 sec. East, a distance of 11.77 ft.;
10. South 44 deg. 57 min. 16 sec. East, a distance of 23.99 ft.;
11. South 72 deg. 03 min. 20 sec. East, a distance of 36.45 ft.;
12. North 83 deg. 45 min. 09 sec. East, a distance of 60.49 ft.;
13. South 45 deg. 51 min. 25 sec. East, a distance of 42.03 ft.;
14. South 88 deg. 20 min. 49 sec. East, a distance of 17.06 ft.;
15. South 70 deg. 55 min. 50 sec. East, a distance of 17.71 ft.;
16. North 79 deg. 53 min. 05 sec. East, a distance of 13.68 ft.;
17. North 62 deg. 26 min. 21 sec. East, a distance of 46.40 ft.;
18. North 43 deg. 42 min. 20 sec. East, a distance of 14.49 ft.;
19. North 13 deg. 18 min. 36 sec. East, a distance of 11.48 ft.;
20. North 82 deg. 07 min. 05 sec. East, a distance of 10.03 ft.;
21. South 86 deg. 09 min. 24 sec. East, a distance of 11.23 ft.;
22. South 49 deg. 44 min. 51 sec. East, a distance of 13.10 ft.;
23. South 70 deg. 30 min. 13 sec. East, a distance of 13.52 ft.;
24. South 84 deg. 22 min. 03 sec. East, a distance of 23.33 ft.;
25. South 35 deg. 35 min. 31 sec. East, a distance of 20.91 ft.;
26. South 84 deg. 29 min. 02 sec. East, a distance of 15.59 ft.;
27. South 51 deg. 00 min. 33 sec. East, a distance of 27.17 ft.;
28. South 78 deg. 25 min. 01 sec. East, a distance of 15.92 ft.;
29. North 58 deg. 51 min. 30 sec. East, a distance of 16.62 ft.;
30. South 49 deg. 41 min. 08 sec. East, a distance of 32.18 ft.;
31. South 29 deg. 08 min. 01 sec. East, a distance of 14.80 ft.;
32. South 05 deg. 40 min. 16 sec. East, a distance of 30.35 ft.;
33. South 51 deg. 27 min. 12 sec. East, a distance of 16.84 ft.;
34. North 55 deg. 07 min. 54 sec. East, a distance of 35.31 ft.;
35. North 89 deg. 52 min. 19 sec. East, a distance of 29.08 ft.;
36. South 31 deg. 29 min. 55 sec. East, a distance of 19.97 ft.;
37. South 47 deg. 09 min. 08 sec. East, a distance of 27.66 ft.;
38. South 18 deg. 55 min. 35 sec. East, a distance of 20.76 ft.;
39. South 63 deg. 16 min. 02 sec. East, a distance of 9.33 ft.;
40. North 87 deg. 41 min. 54 sec. East, a distance of 12.80 ft.;
41. North 49 deg. 59 min. 39 sec. East, a distance of 43.53 ft.;
42. North 77 deg. 10 min. 32 sec. East, a distance of 43.67 ft.;
43. South 57 deg. 38 min. 18 sec. East, a distance of 10.00 ft.;
44. South 05 deg. 42 min. 20 sec. East, a distance of 16.81 ft.;
45. South 42 deg. 16 min. 02 sec. East, a distance of 18.23 ft. at the centerline intersection of draw
and creek;
46. South 06 deg. 44 min. 28 sec. West, a distance of 37.06 ft.
47. South 38 deg. 50 min. 25 sec. East, a distance of 22.72 ft.;
48. North 57 deg. 28 min. 10 sec. East, a distance of 27.21 ft.;
49. South 50 deg. 28 min. 32 sec. East, a distance of 39.42 ft.;
50. South 16 deg. 41 min. 39 sec. West, a distance of 23.29 ft.;
51. South 23 deg. 04 min. 58 sec. East, a distance of 57.84 ft.;
52. South 49 deg. 49 min. 02 sec. West, a distance of 11.63 ft.;
53. North 64 deg. 30 min. 49 sec. West, a distance of 30.50 ft.;
54. South 50 deg. 42 min. 11 sec. West, a distance of 13.78 ft.;
55. South 15 deg. 45 min. 26 sec. East, a distance of 89.36 ft.;
56. South 10 deg. 53 min. 35 sec. West, a distance of 43.60 ft.;
57. South 12 deg. 28 min. 08 sec. East, a distance of 31.05 ft.;
58. South 88 deg. 00 min. 34 sec. West, a distance of 34.12 ft.;
59. South 56 deg. 01 min. 46 sec. West, a distance of 51.74 ft.;
60. North 84 deg. 06 min. 45 sec. West, a distance of 43.29 ft.;
61. South 16 deg. 45 min. 37 sec. West, a distance of 21.78 ft.;
62. South 18 deg. 30 min. 22 sec. East, a distance of 15.05 ft.;
63. South 70 deg. 51 min. 54 sec. East, a distance of 17.06 ft.;
64. North 77 deg. 40 min. 40 sec. East, a distance of 15.14 ft.;
65. South 63 deg. 09 min. 50 sec. East, a distance of 20.43 ft.;
66. South 27 deg. 41 min. 10 sec. East, a distance of 19.98 ft.;
67. South 31 deg. 30 min. 58 sec. West, a distance of 9.86 ft.;
68. South 83 deg. 47 min. 46 sec. West, a distance of 51.58 ft.;
Page 8 of 10
69. South 38 deg. 54 min. 19 sec. East, a distance of 29.87 ft.;
70. South 07 deg. 53 min. 15 sec. West, a distance of 13.82 ft.;
71. North 65 deg. 47 min. 39 sec. West, a distance of 19.26 ft.;
72. North 78 deg. 08 min. 54 sec. West, a distance of 76.63 ft.;
73. South 08 deg. 27 min. 48 sec. East, a distance of 53.59 ft.;
74. South 20 deg. 42 min. 26 sec. West, a distance of 26.91 ft.;
75. South 25 deg. 09 min. 45 sec. East, a distance of 31.09 ft.;
76. South 00 deg. 12 min. 02 sec. West, a distance of 31.14 ft.;
77. South 71 deg. 20 min. 53 sec. East, a distance of 29.06 ft.;
78. South 18 deg. 54 min. 03 sec. East, a distance of 13.15 ft.;
79. South 32 deg. 18 min. 04 sec. West, a distance of 25.49 ft.;
80. South 72 deg. 43 min. 07 sec. West, a distance of 15.31 ft.;
81. North 64 deg. 42 min. 33 sec. West, a distance of 23.37 ft.;
82. South 63 deg. 34 min. 24 sec. West, a distance of 18.33 ft.;
83. South 10 deg. 14 min. 08 sec. West, a distance of 43.90 ft.;
84. South 26 deg. 13 min. 56 sec. West, a distance of 34.33 ft.;
85. South 27 deg. 13 min. 02 sec. East, a distance of 20.15 ft.;
86. South 49 deg. 22 min. 10 sec. East, a distance of 24.64 ft.;
87. North 69 deg. 07 min. 38 sec. East, a distance of 21.11 ft.;
88. North 32 deg. 40 min. 48 sec. East, a distance of 40.78 ft.;
89. North 52 deg. 43 min. 43 sec. East, a distance of 44.54 ft.;
90. South 79 deg. 02 min. 31 sec. East, a distance of 17.91 ft.;
91. South 25 deg. 14 min. 13 sec. East, a distance of 10.50 ft.;
92. South 36 deg. 33 min. 49 sec. West, a distance of 45.96 ft.;
93. South 18 deg. 38 min. 57 sec. East, a distance of 60.30 ft.;
94. South 23 deg. 11 min. 17 sec. West, a distance of 22.34 ft.;
95. South 12 deg. 06 min. 39 sec. East, a distance of 59.69 ft.;
96. South 10 deg. 53 min. 13 sec. West, a distance of 48.67 ft.;
97. South 18 deg. 15 min. 42 sec. East, a distance of 38.78 ft.;
98. South 49 deg. 42 min. 55 sec. West, a distance of 38.39 ft.;
99. South 12 deg. 09 min. 41 sec. West, a distance of 41.04 ft.;
100. South 18 deg. 18 min. 43 sec. East, a distance of 46.98 ft.;
101. South 36 deg. 12 min. 31 sec. East, a distance of 41.45 ft.;
102. South 04 deg. 18 min. 51 sec. West, a distance of 40.66 ft.;
103. South 17 deg. 20 min. 59 sec. East, a distance of 18.23 ft.;
104. South 71 deg. 38 min. 45 sec. East, a distance of 27.15 ft.;
105. South 42 deg. 57 min. 19 sec. East, a distance of 11.61 ft.;
106. South 44 deg. 03 min. 41 sec. West, a distance of 29.44 ft.;
107. South 59 deg. 56 min. 34 sec. West, a distance of 26.44 ft.;
108. South 47 deg. 10 min. 58 sec. West, a distance of 23.76 ft.;
109. South 31 deg. 19 min. 02 sec. West, a distance of 37.17 ft.;
110. South 01 deg. 44 min. 52 sec. West, a distance of 35.97 ft. to a point at the Southwest corner
of said Lot 1 and an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein
described tract;
THENCE North 87 deg. 26 min. 24 sec. East, with the South line of said Lot 1 and a North line
of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped rebar set, stamped “RPLS 6578” (for
witness) at 853.90 ft., and continuing on said course for a TOTAL distance of 953.68 ft. to a point in the
West bank of pond, at the Southeast corner of said Lot 1 and an Ell corner of both said Risland Mantua
2,304.493 ac. and the herein described tract;
THENCE Northerly and Northeasterly, with the West bank of pond, an East line of said Lot 1, the
East line of the 27.745 ac. tract of land conveyed to M&T Holding Company, LLC, recorded in Instrument
No. 20141105001213360, said Official Public Records, the South and East lines of the 16.952 ac. (Tract
1) tract of land conveyed to MJLA Adams, Ltd., recorded in Instrument No. 20110505000462580, said
Official Public Records, and the North and West lines of said Risland Mantua 2,304.493 ac., the following
calls and distances:
1. North 03 deg. 01 min. 38 sec. West, a distance of 565.00 ft.;
2. North 33 deg. 47 min. 24 sec. East, a distance of 475.00 ft.;
3. North 42 deg. 00 min. 46 sec. East, a distance of 350.00 ft.;
4. North 65 deg. 07 min. 09 sec. East, a distance of 500.00 ft.;
Page 9 of 10
5. North 20 deg. 08 min. 52 sec. East, a distance of 73.50 ft. to a 20 inch tree at bank of pond;
6. North 00 deg. 39 min. 26 sec. East, leaving said pond, a distance of 212.97 ft. to an angle point in
fence;
7. North 01 deg. 46 min. 16 sec. West, with the general course of a wire fence, a distance of 327.25
ft. to an angle point in fence;
8. North 01 deg. 36 min. 16 sec. West, with the general course of a wire fence, a distance of 474.99
ft. to an angle point in fence;
9. North 02 deg. 12 min. 44 sec. West, with the general course of a wire fence, passing an 8 inch tree
at fence corner (for witness) at 374.52 ft. and continuing on said course for a TOTAL distance of
412.36 ft. to a PK nail with metal flasher set in or near the center of County Road No. 372, a public
road, in the East line of said W.P. Burns Survey and the West line of said Jonas Whitaker Survey,
at the Northeast corner of said MJLA Adams 16.952 ac. and the most Northerly Northwest corner
of the herein described tract;
THENCE Easterly, along or near the center of said County Road 372, over and across said Risland
Mantua 2,304.493 ac., the following calls and distances:
1. North 49 deg. 39 min. 30 sec. East, a distance of 128.05 ft.;
2. North 57 deg. 41 min. 04 sec. East, a distance of 150.00 ft.;
3. North 74 deg. 45 min. 46 sec. East, a distance of 135.00 ft.;
4. North 89 deg. 48 min. 47 sec. East, a distance of 127.43 ft.;
5. South 86 deg. 46 min. 24 sec. East, a distance of 506.20 ft.;
6. South 87 deg. 57 min. 09 sec. East, a distance of 172.41 ft.;
7. South 77 deg. 53 min. 48 sec. East, a distance of 93.44 ft.;
8. South 63 deg. 12 min. 34 sec. East, a distance of 108.68 ft.;
9. South 63 deg. 13 min. 19 sec. East, a distance of 129.45 ft.;
10. South 67 deg. 28 min. 08 sec. East, a distance of 91.86 ft.;
11. South 69 deg. 30 min. 37 sec. East, a distance of 290.88 ft.;
12. South 86 deg. 32 min. 19 sec. East, a distance of 86.89 ft.;
13. North 53 deg. 44 min. 03 sec. East, a distance of 92.86 ft.;
14. North 36 deg. 53 min. 20 sec. East, a distance of 133.56 ft.;
15. North 34 deg. 02 min. 26 sec. East, a distance of 211.93 ft.;
16. North 32 deg. 02 min. 27 sec. East, a distance of 165.42 ft.;
17. North 37 deg. 58 min. 13 sec. East, a distance of 103.89 ft.;
18. North 69 deg. 36 min. 45 sec. East, a distance of 94.23 ft.;
19. South 75 deg. 13 min. 37 sec. East, a distance of 120.32 ft.;
20. South 69 deg. 40 min. 24 sec. East, a distance of 136.84 ft.;
21. South 67 deg. 26 min. 05 sec. East, a distance of 118.48 ft.;
22. South 72 deg. 05 min. 15 sec. East, a distance of 97.50 ft.;
23. South 87 deg. 33 min. 06 sec. East, a distance of 63.37 ft.;
24. North 86 deg. 07 min. 56 sec. East, a distance of 85.23 ft.;
25. North 86 deg. 33 min. 49 sec. East, a distance of 55.99 ft.;
26. North 87 deg. 25 min. 04 sec. East, a distance of 51.63 ft.;
27. North 89 deg. 27 min. 50 sec. East, a distance of 282.63 ft. to a PK nail set with metal flasher in
or near the center of said County Road 372, in the West right-of-way line of U.S. Highway No. 75
and the East line of said Risland Mantua 2,304.493 ac., at the most Northerly Northeast corner of
the herein described tract;
THENCE Southerly, with the West right-of-way line of said U.S. Highway No. 75 and an East line
said Risland Mantua 2,304.493 ac., the following calls and distances:
1. South 00 deg. 19 min. 57 sec. West, a distance of 157.21 ft. to a 5/8 inch aluminum capped rebar
found
2. South 07 deg. 56 min. 42 sec. West, a distance of 260.00 ft. to a 5/8 inch aluminum capped rebar
found;
3. South 13 deg. 01 min. 18 sec. West, a distance of 90.77 ft. to a 5/8 inch aluminum capped rebar
found;
4. South 13 deg. 19 min. 08 sec. East, a distance of 158.38 ft. to a 5/8 inch aluminum capped rebar
found;
5. South 06 deg. 40 min. 27 sec. West, a distance of 690.13 ft. to a 10 inch wood corner post;
6. South 27 deg. 29 min. 40 sec. West, a distance of 226.76 ft. to a 5/8 inch aluminum capped rebar
found;
Page 10 of 10
7. North 88 deg. 16 min. 00 sec. West, a distance of 27.13 ft. to a 5/8 inch aluminum capped rebar
found;
8. South 01 deg. 31 min. 42 sec. East, a distance of 99.77 ft. to a 1/2 inch capped rebar found, stamped
“RPLS 6578”;
9. South 88 deg. 15 min. 12 sec. East, a distance of 76.93 ft. to a 5/8 inch rebar found;
10. South 19 deg. 29 min. 08 sec. East, a distance of 125.64 ft. to a 5/8 inch rebar found;
11. South 00 deg. 19 min. 57 sec. West, a distance of 92.58 ft. to a 5/8 inch rebar found;
12. South 10 deg. 47 min. 37 sec. East, a distance of 305.87 ft. to a 5/8 inch rebar found;
13. South 06 deg. 13 min. 39 sec. East, a distance of 402.64 ft. to a 5/8 inch rebar found;
14. South 01 deg. 22 min. 49 sec. East, a distance of 299.50 ft. to a 5/8 inch aluminum capped rebar
found;
15. South 04 deg. 03 min. 47 sec. West, a distance of 588.55 ft. to a 5/8 inch rebar found;
16. South 18 deg. 07 min. 48 sec. West, a distance of 100.58 ft. to a 1/2 inch capped rebar set, stamped
“RPLS 6578”;
17. South 02 deg. 24 min. 25 sec. West, a distance of 293.51 ft. to a 5/8 inch rebar found;
18. South 01 deg. 18 min. 32 sec. East, a distance of 197.35 ft. to a 5/8 inch rebar found;
19. South 07 deg. 36 min. 33 sec. West, a distance of 295.70 ft. to a 5/8 inch aluminum capped rebar
found;
20. South 15 deg. 51 min. 34 sec. West, a distance of 202.09 ft. to a brass capped monument found;
21. South 07 deg. 39 min. 54 sec. West, a distance of 299.90 ft. to a brass capped monument found;
22. South 00 deg. 36 min. 24 sec. East, a distance of 202.34 ft. to a brass capped monument found;
23. South 07 deg. 35 min. 05 sec. West, a distance of 467.60 ft. to a brass capped monument found;
24. North 88 deg. 37 min. 42 sec. West, a distance of 15.83 ft. to a brass capped monument found;
25. South 00 deg. 49 min. 45 sec. West, a distance of 175.19 ft. to a brass capped monument found;
26. South 07 deg. 52 min. 40 sec. West, a distance of 113.17 ft. to a brass capped monument found;
27. South 88 deg. 30 min. 43 sec. West, a distance of 53.68 ft. to a brass capped monument found;
28. South 00 deg. 38 min. 27 sec. East, a distance of 69.59 ft. to a brass capped monument found;
29. North 89 deg. 26 min. 06 sec. East, a distance of 39.82 ft. to a brass capped monument found;
30. South 46 deg. 34 min. 09 sec. East, a distance of 4.94 ft. to a brass capped monument found;
31. South 07 deg. 38 min. 58 sec. West, a distance of 1,318.58 ft. to a brass capped monument found;
32. South 13 deg. 06 min. 56 sec. West, a distance of 200.42 ft. to a brass capped monument found;
33. South 07 deg. 01 min. 13 sec. West, a distance of 249.88 ft. to a brass capped monument found;
34. South 18 deg. 21 min. 18 sec. West, a distance of 584.03 ft. to a brass capped monument found;
35. South 07 deg. 40 min. 57 sec. West, a distance of 186.12 ft. to a brass capped monument found;
36. South 45 deg. 20 min. 37 sec. West, a distance of 79.29 ft. to a brass capped monument found;
37. South 83 deg. 25 min. 55 sec. West, a distance of 209.32 ft. to a brass capped monument found;
38. South 00 deg. 36 min. 48 sec. East, a distance of 56.51 ft. to a 5/8 inch aluminum capped rebar
found in the pavement of said County Road 370, the North line of both said Alam 16.215 ac. and
John Elliott Survey and the South line of said Henry Smith Survey, at the most Southerly Southeast
corner of both said Risland Mantua 2,304.493 ac. and the herein described tract;
THENCE South 89 deg. 11 min. 17 sec. West, with the pavement of said County Road 370, the North
line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said Mantua 2,304.493
ac. and Henry Smith Survey, a distance of 254.37 ft. to a 1/2 inch rebar found at an angle point;
THENCE South 88 deg. 36 min. 37 sec. West, continuing with the pavement of said County Road
370, the North line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said
Mantua 2,304.493 ac. and Henry Smith Survey, a distance of 375.33 ft. to the PLACE OF BEGINNING
and containing 694.344 ACRES of land.
_________________________________
Kate A. Wagner, R.P.L.S. No. 6578
September 8, 2022
Page 1 of 3
Exhibit A-1 Tract Two (92.667 ACRES)
SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith
Survey, Abstract No. 822, the J.C. Burge Survey, Abstract No. 106, and being a part of the 555.801 acre
tract of land (Tract B) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special
Warranty Deed dated June 25, 2018 and recorded in Instrument No. 20180625000783630, Official
Public Records, Collin County, Texas, and being more particularly described by metes and bounds as
follows, to-wit:
BEGINNING at a 5/8 inch rebar found in the North line of both the Eli Witt Survey, Abstract
No. 997 and the D.R. Horton, LTD 275.00 acre tract of land conveyed by Instrument No.
20210212000310470, said Official Public Records and the South line of said J.C. Burge Survey, at the
Southwest corner of the 42.81 acre tract of land conveyed by Instrument No. 200610030014246640,
said Official Public Records, at a Southeast corner of said Risland Mantua 555.801 ac. and the most
Easterly Southeast corner of the herein described tract;
THENCE North 86 deg. 36 min. 27 sec. West, with the North line of both said Eli Witt Survey
and D.R. Horton, LTD 275.00 ac. and the South line of both said Burge Survey and Risland Mantua
555.801 ac., a distance of 774.67 ft. to a 1/2 inch rebar found, at the most Eastern Northeast corner of
said Henry Smith Survey, the Northwest corner of both said D.R. Horton 275.00 ac. and said Eli Witt
Survey, at an Ell corner of both said Risland Mantua 555.801 ac. and the herein described tract;
THENCE South 00 deg. 33 min. 34 sec. East, with the West line of both said Eli Witt Survey
and D.R. Horton, LTD 275.00 ac. and the East line of both said Henry Smith Survey and Risland
Mantua 555.801 ac., a distance of 509.75 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the
most Southerly Southeast corner of the herein described tract; FROM which a ½ inch rebar found at the
most Southerly Southeast corner of said Risland Mantua 555.801 ac. bears South 00 deg. 33 min. 34 sec.
East, 4,146.43 ft.;
THENCE South 32 deg. 09 min. 36 sec. West, over and across Risland Mantua 555.801 ac., a
distance of 1,399.64 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” in the East right-of-way
line of U.S. Highway No. 75 and the West line of said Risland Mantua 555.801 ac., at the most
Southerly Southwest corner of the herein described tract;
THENCE in a Northeasterly direction, with the East line of said U.S. Highway No. 75 and West
lines of said Risland Mantua 555.801 ac., the following calls and distances:
1. North 09 deg. 09 min. 44 sec. East, a distance of 468.21 ft. to a 1/2 inch capped
rebar set, stamped “RPLS 6578”;
2. North 04 deg. 48 min. 32 sec. East, a distance of 166.27 ft. to a brass capped
monument found;
3. North 08 deg. 00 min. 27 sec. East, a distance of 570.88 ft. to a 5/8 inch rebar
found;
4. North 07 deg. 33 min. 49 sec. East, a distance of 204.07 ft. to a 1/2 inch capped
rebar set, stamped “RPLS 6578”;
5. North 04 deg. 56 min. 12 sec. East, a distance of 408.10 ft. to a 1/2 inch rebar
found;
6. North 08 deg. 50 min. 26 sec. East, a distance of 201.65 ft. to a 5/8 inch
aluminum capped rebar found;
7. North 03 deg. 46 min. 37 sec. West, a distance of 157.48 ft. to a 5/8 inch
aluminum capped rebar found;
8. North 02 deg. 24 min. 26 sec. East, a distance of 297.71 ft. to a 5/8 inch rebar
found;
9. North 01 deg. 17 min. 34 sec. West, a distance of 373.25 ft. to a 5/8 inch rebar
found;
10. North 03 deg. 24 min. 38 sec. East, a distance of 157.01 ft. to a 5/8 inch rebar
found;
Page 2 of 3
11. North 10 deg. 51 min. 17 sec. East, a distance of 626.29 ft. to a 5/8 inch rebar
found;
12. North 39 deg. 04 min. 49 sec. East, a distance of 143.29 ft. to a 5/8 inch rebar
found;
13. North 08 deg. 29 min. 33 sec. East, a distance of 132.69 ft. to a 5/8 inch
aluminum capped rebar found;
14. South 88 deg. 41 min. 18 sec. East, a distance of 29.74 ft. to a 5/8 inch
aluminum capped rebar found;
15. North 01 deg. 36 min. 08 sec. East, a distance of 109.73 ft. to a 5/8 inch
aluminum capped rebar found;
16. North 88 deg. 24 min. 26 sec. West, a distance of 31.11 ft. to a 5/8 inch
aluminum capped rebar found;
17. North 06 deg. 46 min. 11 sec. West, a distance of 159.76 ft. to a 1/2 inch capped
rebar found, stamped “RPLS 6578”;
18. North 34 deg. 41 min. 30 sec. West, a distance of 153.89 ft. to a 5/8 inch
aluminum capped rebar found;
19. North 06 deg. 06 min. 32 sec. West, a distance of 469.93 ft. to a 5/8 inch
aluminum capped rebar found;
20. North 14 deg. 15 min. 34 sec. West, a distance of 166.73 ft. to a 5/8 inch
aluminum capped rebar found;
21. North 00 deg. 20 min. 02 sec. East, a distance of 570.00 ft. to a 5/8 inch
aluminum capped rebar found;
22. North 02 deg. 17 min. 36 sec. East, a distance of 48.36 ft. to a ½ inch capped
rebar set, stamped “RPLS 6578” at the most Northerly Northwest corner of the
herein described tract, FROM which a 5/8 inch aluminum capped rebar found
at an angle point of said U.S. Highway No. 75 bears North 02 deg. 17 min. 36
sec. East, 331.91 ft.;
THENCE North 88 deg. 46 min. 19 sec. East, over and across said Risland Mantua
555.801 ac., a distance of 473.58 ft. to a 1/2 inch rebar found at the most Westerly Northwest
corner of the “called” 60.94 acre tract of land conveyed to LHJH Properties, Ltd., recorded in
Instrument No. 20061003001424620, said Official Public Records, an Ell corner of said
Mantua 555.801 ac. and the most Northerly Northeast corner of the herein described tract;
THENCE South 00 deg. 57 min. 02 sec. East, with a West line of said LHJH Properties “called”
60.94 ac., an East line of said Risland Mantua 555.801 ac., entering the pavement of County Road 374
and continuing with the pavement, a distance of 913.62 ft. to a PK nail set at an angle point;
THENCE South 00 deg. 56 min. 52 sec. East, continuing with the pavement of said County Road
374, a West line of said LHJH Properties “called” 60.94 ac. and an East line of said Risland Mantua
555.801 ac., a distance of 689.52 ft. to a 1/2 inch rebar found at the centerline intersection of said County
Road 374 with Mantua Road, a public road, at the most Westerly Southwest corner of said LHJH
Properties “called” 60.94 ac., at an Ell corner of both said Risland Mantua 555.801 ac. and the herein
described tract;
THENCE South 89 deg. 39 min. 31 sec. East, with the pavement of said Mantua Road, a South
line of said LHJH Properties “called” 60.94 ac. and a North line of said Risland Mantua 555.801 ac.,
leaving the pavement of said Mantua Road and continuing on said course for a distance of 755.15 ft. to a
1/2 inch rebar found at an Ell corner of said LHJH Properties “called” 60.94 ac. and a Northeast corner of
said Risland Mantua 555.801 ac., at the most Easterly Northeast corner of the herein described tract;
THENCE South 01 deg. 06 min. 31 sec. West, with a West line of said LHJH Properties “called”
60.94 ac., an East line of said Risland Mantua 555.801 ac., re-entering of the pavement of said Mantua
Road, continuing with and leaving the pavement of the same and continuing, passing the most Southerly
Southwest corner of said LHJH Properties “called” 60.94 ac. and the Northwest corner of said LHJH
Page 3 of 3
Properties 42.81 ac. and continuing now with a West line of said LHJH Properties 42.81 ac. for a
distance of 2,239.97 ft. to the PLACE OF BEGINNING and containing 92.667 ACRES of land.
_________________________________
Kate A. Wagner, R.P.L.S. No. 6578
September 8, 2022
Revised: February 16, 2023
EXHIBIT A-2-1, A-2-II and A-2-III
Metes and Bounds Descriptions of Liberty 75 Property
1
EXHIBIT A-2-I
MIDDLE TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a
visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right
of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of
land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official
Public Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 123.96 feet to the POINT OF BEGINNING of the herein
described tract;
THENCE North 07°36'56" East, continuing along the westerly line of said 74.451-acre tract and the
easterly right of way line of said U. S. Highway 75, a distance of 976.04 feet to a point for corner, from
which, a found brass disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet;
THENCE North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the
easterly right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said
74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light Easement as
recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official Public Records of
Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East, 0.71 feet;
THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along
the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light
Easement, a distance of 52.03 feet to a point for corner;
THENCE North 89°26'28" East, departing the northwest line of said 74.451-acre tract and the southeast
line of said 170’ wide Texas Power & Light Easement, crossing said 74.451-acre tract, a distance of 688.50
feet to a point for corner;
2
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,102.97 feet to a
point for corner;
THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 872.33 feet to the
POINT OF BEGINNING and containing 20.064 acres of land, more or less.
1
EXHIBIT A-2-II
NORTH TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a
visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right
of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of
land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official
Public Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 1,100.00 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet;
North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the easterly
right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said
74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light
Easement as recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official
Public Records of Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East,
0.71 feet;
THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along
the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light
Easement, a distance of 52.03 feet to the POINT OF BEGINNING of the herein described tract;
THENCE North 32°09'34" East, continuing along the northwest line of said 74.451-acre tract and the
southeast line of said 170’ wide Texas Power & Light Easement, a distance of 1,273.79 feet to a point for
corner, from which, a 1/2-inch iron rod with an orange cap, stamped “RPLS 6578” bears North 32°09'34"
East, 74.00 feet;
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,071.69 feet to a
point for corner;
2
THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 688.50 feet to the
POINT OF BEGINNING and containing 4.469 acres of land, more or less.
1
EXHIBIT A-2-III
SOUTH TRACT
BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County,
Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as
recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and
being more particularly described by metes and bounds as follows:
BEGINNING at a brass disk TXDOT right of way monument found for the southerly corner of a visibility
clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right of way line
of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of land,
conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official Public
Records of Collin County, Texas;
THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, the following:
North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner;
North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet;
North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass
disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet;
North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument
found for corner;
North 07°36'56" East, a distance of 123.96 feet to a point for corner;
THENCE North 89°26'28" East, departing the westerly line of said 74.451-acre tract and the easterly right
of way line of said U. S. Highway 75, crossing said 74.451-acre tract, a distance of 872.33 feet to a point
for corner;
THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,787.92 feet to the
beginning of a non-tangent curve to the right with a radius of 790.00 feet, a central angle of 04°10'17", and
a chord bearing and distance of South 87°04'49" West, 57.50 feet;
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said non-tangent curve to
the right, an arc distance of 57.52 feet to a point for corner;
THENCE South 89°09'58" West, continuing across said 74.451-acre tract, a distance of 427.84 feet to the
beginning of a tangent curve to the left with a radius of 1,260.00 feet, a central angle of 12°43'32", and a
chord bearing and distance of South 82°48'12" West, 279.27 feet;
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said tangent curve to the
left, an arc distance of 279.85 feet to the beginning of a reverse curve to the right with a radius of 1,139.84
feet, a central angle of 06°32'52", and a chord bearing and distance of South 79°42'50" West, 130.19 feet;
2
THENCE in a westerly direction, continuing across said 74.451-acre tract, with said reverse curve to the
right, an arc distance of 130.26 feet to a point for corner on the westerly line of said 74.451-acre tract and
the easterly right of way line of said U. S. Highway 75;
THENCE North 84°51'36" West, along the westerly line of said 74.451-acre tract and the easterly right of
way line of said U. S. Highway 75, a distance of 61.90 feet to the POINT OF BEGINNING and containing
40.045 acres of land, more or less.
EXHIBIT A-3
Metes and Bounds Description of the Thornton
Property
Exhibit A-3 Thornton Tract
BEING a tract of land situated in the Joseph Britton Survey Survey, Abstract No. 72, Collin
County, Texas, and being all of a called 103-acre tract of land described in a deed to The Thornton
Family Trust, recorded in Instrument No. 20210430000877560, Official Public Records, Collin
County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a 1/2-inch iron rod found for the southeast corner of said 103-acre tract, common
to the westernmost southwest corner of a called 694.344-acre tract of land described as Tract
One in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691, said Official Public
Records, common to the northwest corner of a called 52.771-acre tract of land described in a
deed to Janis Real Estate, recorded in Instrument No. 2022040000632060, said Official Public
Records, common to the northeast corner of a called 103.991-acre tract of land described in a
deed to Mohammad Ali Monouchehripour, recorded in Volume 5200, Page 5012, Land Records,
Collin County, Texas, same also being in County Road No. 290 (public use right-of-way, no record
found);
THENCE South 89°51'39" West, departing said County Road No. 290 and with the common line
of said 103-acre tract and said 103.991-acre tract, a distance of 1,815.28 feet to a 1/2-inch iron
rod with plastic cap “Illegible” found for the northwest corner of said 103.991-acre tract, common
to the northeast corner of a called 11.000-acre tract of land described in a deed to Mathew T.
Benton, et ux, recorded in Instrument No. 20170316000337930, said Official Public Records;
THENCE South 89°46'58" West, with the common line of said 103-acre tract and said 11.000-
acre tract, a distance of 491.25 feet to a 5/8-inch iron rod with red plastic cap stamped “KHA” set
for the southwest corner of said 103-acre tract;
THENCE North 01°49'44" East, departing the northerly line of said 11.000-acre tract and with the
westerly line of said 103-acre tract and the easterly lines of a called 10.000-acre tract of land
described in a deed to Angela Reston, recorded in Instrument No. 20130816001163630, said
Official Public Records, and a called 45.002-acre tract of land described in a deed to Angela
Reston, recorded in Instrument No. 20130816001163610, said Official Public Records, and
generally along the center of County Road No. 289 (public use right-of-way, no record found), a
distance of 617.13 feet to a PK nail set for corner;
THENCE North 00°56'55" East, continuing with the westerly line of said 103-acre tract and the
easterly line of said 45.002-acre tract, and with the easterly line of a called 25.2172-acre tract of
land described in a deed to Shawn C. & Latricia G. Smith, recorded in Instrument No.
20210112000065970, said Official Public Records, and continuing generally along the center of
said County Road No. 289, a distance of 751.13 feet to a PK nail set for corner;
THENCE North 00°23'27" West, continuing with the westerly line of said 103-acre tract and the
easterly line of said 25.2172-acre tract, and with the easterly line of a called 9.213-acre tract of
land described in a deed to Timothy J. Kennedy and Thomas W. Kennedy, recorded in Instrument
No. 20140814000866610, said Official Public Records, and continuing generally along the center
of said County Road No. 289, a distance of 628.28 feet to a PK nail set for the northwest corner
of said 103-acre tract, common to the southwest corner of a called 105-acre tract of land described
in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877690, said
Official Public Records;
THENCE North 89°12'22" East, departing the easterly line of said 9.213-acre tract and said
County Road No. 289, and with the northerly line of said 103-acre tract and the southerly lines of
said 105-acre tract and a called 40-acre tract of land described in a deed to The Thornton Family
Trust, recorded in Instrument No. 20210430000877470, said Official Public Records, and a called
2304.493-acre tract of land described as Tract F in a deed to Risland Mantua, LLC, recorded in
Instrument No. 20180625000783630, said Official Public Records and in Instrument No. 2018-
14251, Official Public Records, Grayson County, Texas, and generally along the center of County
Road No. 1101 (public use right-of-way, no record found), a distance of 2,235.58 feet to a PK nail
set for the northeast corner of said 103-acre tract, common an angle point in the southerly line of
said Tract F, same being on the westerly line of a called 10.669-acre tract of land described in a
deed to Delmore A.M. Church and Joyce Church, recorded in Volume 702, Page 585, said Land
Records, same also being the intersection of said County Road No. 1101 and the aforementioned
County Road No. 290;
THENCE South 01°14'56" East, departing the southerly line of said Tract F and with the common
line of said 103-acre tract and said 10.669-acre tract, and generally along the center of said
County Road No. 290, a distance of 890.33 feet to a PK nail set for the southwest corner of said
10.669-acre tract, common to the westernmost northwest corner of the aforementioned Tract
One, from which a PK nail found for witness bears North 75°05'07” West, 1.12 feet;
THENCE South 01°12'42" East, with the common line of said 103-acre tract and said Tract One,
and continuing generally along the center of said County Road No. 290, a distance of 1,130.95
feet to the POINT OF BEGINNING and containing 4,544,381 square feet or 104.325 acres of
land, more or less.
EXHIBIT A-4
Metes and Bounds Description of the Janis RE
Property
Exhibit A-4 Janis RE Tract
BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna,
Collin County, Texas, and being all of a called 52.771-acre tract of land, described in a Warranty
Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public
Records of Collin County, Texas, and being more particularly described as follows:
BEGINNING at a 1/2-inch iron rod found in County Road 290, an apparent public use right of
way, no record found, for the northwest corner of said 52.771-acre tract, same being the westerly,
southwest corner of Tract One (called 694.334-acres), described in a deed to Liberty 800, LP,
recorded in Instrument No. 2023000025691 of the Official Public Records of Collin County, Texas
THENCE North 88°29'13" East, departing said County Road 290, along the northerly line of said
52.771-acre tract and a southerly line of said Tract One (called 694.334-acres), passing at a
distance of 22.66 feet, a found 1/2-inch iron rod, passing at a distance of 1,915.36 feet, a found
5/8-inch iron rod, continuing for a total distance of 1,940.95 feet to a point for corner in an
unnamed stream;
THENCE in a southeasterly direction, along a southwesterly line of said Tract One (called
694.334-acres), and along the meanders of said stream, the following:
South 33°10'55" East, a distance of 12.05 feet to a point for corner;
North 77°29'33" East, a distance of 63.05 feet to a point for corner;
South 31°24'12" East, a distance of 45.14 feet to a point for corner;
South 20°44'38" West, a distance of 41.43 feet to a point for corner;
South 51°05'09" East, a distance of 29.42 feet to a point for corner;
South 74°15'03" East, a distance of 25.54 feet to a point for corner;
North 89°23'21" East, a distance of 70.37 feet to a point for corner;
South 23°39'03" East, a distance of 52.95 feet to a point for corner;
South 67°42'02" East, a distance of 33.33 feet to a point for corner;
North 87°34'10" East, a distance of 28.77 feet to a point for corner;
North 72°45'56" East, a distance of 40.53 feet to a point for corner;
North 61°06'37" East, a distance of 35.06 feet to a point for corner;
North 70°57'23" East, a distance of 52.73 feet to a point for corner;
South 45°16'16" East, a distance of 161.75 feet to a point for corner;
South 78°02'53" East, a distance of 43.16 feet to a point for corner;
South 48°41'18" East, a distance of 61.75 feet to a point for corner;
South 26°20'00" East, a distance of 52.30 feet to a point for corner;
South 41°31'56" East, a distance of 71.58 feet to a point for corner;
South 61°04'09" East, a distance of 43.45 feet to a point for corner;
South 74°50'18" East, a distance of 51.31 feet to a point for corner;
South 67°40'27" East, a distance of 74.73 feet to a point for corner;
North 78°02'05" East, a distance of 27.52 feet to a point for corner;
North 55°10'00" East, a distance of 27.35 feet to a point for corner;
South 43°24'18" East, a distance of 52.01 feet to a point for corner;
South 11°56'26" East, a distance of 54.70 feet to a point for corner;
South 35°23'19" East, a distance of 27.58 feet to a point for corner;
North 76°58'39" East, a distance of 33.36 feet to a point for corner;
South 74°58'05" East, a distance of 33.79 feet to a point for corner;
North 84°50'03" East, a distance of 47.01 feet to a point for corner;
South 67°01'29" East, a distance of 30.31 feet to a point for corner;
South 25°25'26" East, a distance of 47.54 feet to a point for corner;
South 83°06'16" East, a distance of 148.71 feet to a point for corner;
South 27°26'38" East, a distance of 22.31 feet to a point for corner;
South 20°24'50" West, a distance of 33.05 feet to a point for corner;
South 81°00'45" West, a distance of 25.03 feet to a point for corner;
South 22°14'44" West, a distance of 25.85 feet to a point for corner;
South 71°22'19" East, a distance of 21.59 feet to a point for corner;
South 17°12'14" East, a distance of 18.36 feet to a point for corner;
South 43°03'46" West, a distance of 28.01 feet to a point for corner;
South 77°43'43" West, a distance of 16.69 feet to a point for corner;
South 53°06'48" West, a distance of 15.77 feet to a point for corner;
South 13°04'46" East, a distance of 18.22 feet to a point for corner;
South 86°18'51" East, a distance of 19.60 feet to a point for corner;
North 64°02'23" East, a distance of 41.91 feet to a point for corner;
South 87°03'39" East, a distance of 12.89 feet to a point for corner;
South 44°49'18" East, a distance of 31.14 feet to a point for corner;
South 72°20'36" East, a distance of 44.01 feet to a point for corner;
South 10°24'46" East, a distance of 17.30 feet to a point for corner;
South 50°40'12" West, a distance of 42.51 feet to a point for corner;
South 26°45'33" West, a distance of 14.91 feet to a point for corner;
South 22°54'12" East, a distance of 86.03 feet to a point for corner;
North 68°54'13" East, a distance of 27.87 feet to a point for corner;
South 83°50'31" East, a distance of 22.51 feet to a point for corner;
South 55°20'43" East, a distance of 26.96 feet to a point for corner;
South 30°12'42" West, a distance of 86.18 feet to a point for corner;
South 18°54'48" East, a distance of 46.25 feet to a point for corner;
South 70°40'03" East, a distance of 3.83 feet to the southeast corner of said 52.771-acre
tract, same being on the northerly line of a called 48.900-acre tract of land described in a
deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of
Collin County, Texas;
THENCE South 88°38'34" West, departing said stream, along the southerly line of said 52.771-
acre tract and the northerly line of said 48.900-acre tract, a distance of 1,014.81 feet to a 1/2-inch
iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of
said 52.771-acre tract;
THENCE North 05°10'28" East, departing the northerly line of said 48.900-acre tract and along
an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 5/8-inch iron rod with a
plastic cap, stamped “NTS” found for a corner;
THENCE South 88°39'14" West, along a southerly line of said 52.771-acre tract, a distance of
644.48 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for corner;
THENCE South 03°09'12" East, along an easterly line of said 52.771-acre tract, a distance of
467.12 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner;
THENCE South 88°38'34" West, along a southerly line of said 52.771-acre tract, a distance of
1,253.06 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE North 00°58'35" West, along an easterly line of said 52.771-acre tract, a distance of
606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 89°01'25" West, along a southerly line of said 52.771-acre tract, a distance of
455.00 feet to a MAG Nail found for the westerly, southwest corner of said 52.771-acre tract,
same being in aforesaid County Road 290;
THENCE North 00°58'35" West, along the westerly line of said 52.771-acre tract and along said
County Road 290, a distance of 389.53 feet to the POINT OF BEGINNING and containing 52.750
acres (2,297,787 square feet) of land, more or less.
EXHIBIT A-5
Metes and Bounds Description of the Janis Property
Exhibit A-5 Jay and Irene Janis Tract (16 ac)
BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna,
Collin County, Texas, and being a portion of a called 68.835-acre tract of land, described in a
Warranty Deed, recorded in County Clerk’s File No. 96-0069284 of the Official Public Records of
Collin County, Texas, and being more particularly described as follows:
BEGINNING at a MAG nail found in County Road 290, an apparent public use right of way, no
record found, for the southwest corner of said 52.771-acre tract, same being the northwest corner
of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume
4972, Page 5535 of the Land Records of Collin County, Texas;
THENCE North 00°58'35" West, along the westerly line of said 68.835-acre tract and along said
County Road 290, a distance of 675.42 feet to a MAG Nail found for the westerly, southwest
corner of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate,
recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County,
Texas;
THENCE North 89°01'25" East, departing the westerly line of said 68.835-acre tract and said
County Road 290, along a southerly line of said 52.772-acre tract, a distance of 455.00 feet to a
5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 00°58'35" East, along an easterly line of said 52.771-acre tract, a distance of
606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE North 88°38'34" East, along a southerly line of said 52.771-acre tract, a distance of
1,253.06 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner;
THENCE North 03°09'12" West, along an easterly line of said 52.771-acre tract, a distance of
467.12 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for corner;
THENCE North 88°39'14" East, along a southerly line of said 52.771-acre tract, a distance of
644.48 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner;
THENCE South 05°10'28" West, along an easterly line of said 52.771-acre tract, a distance of
536.25 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found
for a southwest corner of said 52.771-acre tract, same being on the southerly line of said 68.835-
acre tract and the northerly line of said 48.900-acre tract;
THENCE South 88°38'34" West, along the southerly line of said 68.835-acre tract and the
northerly line of said 48.900-acre tract, a distance of 2,277.35 feet to the POINT OF BEGINNING
and containing 16.348 acres (712,115 square feet) of land, more or less.
EXHIBIT B
Depiction of the Property
LIBERTY HILLS - ANNA, TEXASJANUARY 2024
ZONING DISTRICT MAP - EXHIBIT B
EXISTING
LAKE
EXISTING GOLF
EXISTING
LAKE
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY DETACHED
GARDEN HOME
ALLOWED USES:
MU, MF, C-1, C-2
ALLOWED USES:
C-1, C-2
ALLOWED USES:
C-1, C-2, MU
ALLOWED USES:
C-1, C-2, I-1, I-2, MF, MU
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY DETACHED
GARDEN HOME,
MD-SINGLE-FAMILY ATTACHED,
DUPLEX, MF
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
I-1, I-2. C-1, C-2,
MF, MU
ALLOWED USES:
C-1, C-2
ALLOWED USES:
MF, MU, C-1, C-2
ALLOWED USES:
C-1, C-2, I-1, I-2,
MF, MU
ALLOWED USES:
MU, MF, C-1, C-2
ALLOWED USES:
C-1, C-2
ALLOWED USES:
C-1, C-2, I-1, I-2
ALLOWED USES:
C-1, C-2, MU
ALLOWED USES:
C-1, C-2, I-1, I-2, MF, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
C-1, C-2, MF, MU
ALLOWED USES:
MF, C-1, C-2, MU
ALLOWED USES:
I-1, I-2. C-1, C-2,
MF, MU
ALLOWED USES:
C-1, C-2
ALLOWED USES:
MF, MU, C-1, C-2
EXISTING GOLF
AMENITY
CENTER
ALLOWED USES:
C-1, C-2, MF, MU, MD
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN
HOME
AMENITY
CENTER
ALLOWED USES:
SF-8.4, SF-7.2, SF-6.0,
MD-SINGLE-FAMILY
DETACHED
GARDEN HOME
0’
Scale: 1”= 400’
800’1600’400’0’
Scale: 1”= 400’
800’1600’400’
GOLF EXTENSIONGOLF EXTENSION
US-75 NUS-75 NUS-75 NALLOWED USES:
C-1, C-2, I-1, I-2
ALLOWED USES:
C-1, C-2, I-1, I-2,
MF, MU
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
ALLOWED USES:
C-1, C-2, MF, MU,
I-1, I-2
EXHIBIT C
Illustrative Layout
LIBERTY HILLS - ANNA, TEXASJANUARY 2024
0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
GOLF EXTENSION
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
FIRE STATION (4.1 AC)
GOLF EXTENSION
EXISTING GOLF
ILLUSTRATIVE LAYOUT - EXHIBIT E
(22.1 AC)
(22.9 AC) (12.8 AC) (11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
(2.6 AC)
(13.8 AC)
EXISTING
LAKE
OPEN
SPACE
GOLF EXTENSION
EXISTING GOLF
US-75 NUS-75 NUS-75 N0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
GOLF EXTENSION
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
ROSAMOND
CROSSING
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
GOLF EXTENSION
EXISTING GOLF
(22.1 AC)
(22.9 AC) (12.8 AC) (11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
(2.6 AC)
AMENITY CENTER
(13.8 AC)
EXISTING
LAKE
OPEN
SPACE
GOLF EXTENSION
EXISTING GOLF
US-75 NUS-75 NUS-75 NC
EXHIBIT D
Development Standards
1
EXHIBIT D
DEVELOPMENT REGULATIONS FOR LIBERTY HILLS
The permitted uses and standards for development of the Property shall be in accordance with the Single-
Family Residential District (SF-8.4), Single-Family Residential District (SF-7.2), Single-Family
Residential District (SF-6.0), Mixed-Density Residential District (MD - Single-Family Garden Home,
Single-Family Attached, Single-Family Duplex), Multi-Family Residential District (MF), Local
Commercial District (C-1), Regional Commercial District (C-2), Mixed-Use District (MU), Light Industrial
District (I-1), and Heavy Industrial District (I-2) of the Zoning Ordinance and applicable City Regulations,
except as amended and modified in these Development Regulations and this Agreement including without
limitation the City’s Planning and Development Regulations.
Disclaimer: Zoning Ordinance modifications set forth herein are specifically related to the Property
associated with this Development Agreement and shall not apply to any additional areas within or outside
of the city limits.
Illustrative Layout; Conflicts and Terms.
1. Development shall generally comply with Exhibit C – “Illustrative Layout”. Where there is a
conflict between the Illustrative Layout and these Development Regulations, these
Development Regulations shall control.
2. Changes to the Illustrative Layout which do not significantly alter the basic relationship of the
proposed single-family development area to adjacent property and which do not significantly
alter the uses permitted or significantly increase the density, building height, or coverage of the
site and which do not significantly decrease the off-street parking ratio, reduce the yards
provided at the boundary of the site, all as indicated in these Development Regulations, may
be authorized by the Director of Development Services or his/her designee when the revised
Concept Plan generally conforms to the intent of the original Planned Development.
Significant changes to the Illustrative Plan shall be approved by City Council. A Concept Plan
will be required as part of the zoning process and be approved by City council. Where there is
a conflict between the Illustrative Layout and the Concept Plan, the concept Plan shall control.
3. These Development Regulations and the City’s Ordinances in effect at the time these
Development Regulations were prepared shall control development of the project. Where there
is a conflict between these Development Regulations and the City’s Zoning Ordinance, these
Development Regulations shall control. Upon approval of a Planned Development District in
accordance with these Development Regulations, the Planned Development shall control.
4. Terms that are not defined in these Development Regulations shall have the meanings ascribed
to such terms in the City’s Zoning Ordinance or the Development Agreement, as applicable.
When there is a conflict between the City’s Zoning Ordinance and the Development
2
Agreement, the Development Agreement shall control.
5. Allowable land uses are identified on Exhibit B – “Zoning District Map” of the Development
Agreement.
6. Multi-family residential units shall be setback a minimum of 200’ from the approximate
centerline of U.S. Highway 75. Single-family residential uses shall be setback a minimum of
800’ from the approximate centerline of U.S. Highway 75.
A. Multi-family residential includes multi-family dwellings and dwellings within
mixed-use buildings, and live-work units,
B. Single-family uses include attached and detached single-family dwellings, two
family dwellings, single-unit or duplex-unit park, and townhome units.
7. Maximum number of residential units (combined total of S-8.4, SF-7.2, SF-6.0, MF, MD, and
MU districts): 5,000 units.
A. Maximum number of MF and MU units 60%
B. Maximum number of Single-Family and MD units 40%
i. Maximum number of MD units 30%
ii. Maximum number of SF-6.0 units 45%
iii. Minimum number of SF-7.2 units 20%
iv. Minimum number of SF-8.4 units 58
Lot sizes may be mixed within each area to provide additional options and character to the project.
8. Fencing:
A. All fences backing or siding onto Standridge Boulevard, Mantua Parkway, CR 290
and CR 289 shall be solid masonry construction.
B. All fences backing or siding on to creek corridors (greenbelts), linear park areas,
or open space areas shall be ornamental metal fences, such as wrought iron or tubular
steel. All wood privacy fencing between residences shall be at least six feet in height.
Wood fencing shall be stained and sealed. Plastic and chain link fencing is prohibited.
C. All fences backing or siding on to pocket parks, common areas and the project
perimeter shall be uniform wood (board on board) construction measuring at least six
feet in height.
D. Allowable fencing materials are further identified on Exhibit D-1– “Fence Exhibit”
of these Development Standards.
9. A minimum 20-foot-wide common area tract to be owned and maintained by the homeowners’
association will be required along both sides of Mantua Parkway, Standridge Boulevard, CR
290 and CR 289 as shown on the Illustrative Layout. Within the 20-foot-wide common area
tract, Developer shall be required to plant one large tree (minimum of three-inch caliper and
3
seven feet height at the time of planting) per 50 linear feet of screening wall and one ornamental
tree per 30 feet of screening wall. Trees may be grouped or clustered to facilitate site design.
10. Private Amenities:
A. The creek corridors (greenbelts), pocket parks, and linear park areas shall be
provided in the general locations shown on the Illustrative Layout; provided, however,
that the final locations of the greenbelt, pocket parks and linear park areas shall be
determined at the time of Concept Plan approval and may be approved in phases per
platting approval. The Director of Development Services or his/her designee is
authorized to administratively approve modifications to the locations of the creek
corridors, pocket parks and linear park areas during the platting stage or the permitting
stage. Developer may receive credit against Park Development and Park Dedication
Fees for these areas as set forth in the Development Agreement.
B. The location of the trail system shall be in general conformance with the
Illustrative Layout; provided, however, that the final locations of the trail system
shall be determined at the time of civil engineering plan approval and may be
approved in phases per platting approval. The Director of Development Services or
his/her designee is authorized to administratively approve modifications to the
locations of the trail system during the platting stage or the permitting stage.
C. Two private amenity center facilities shall be provided as part of the single-
family development in the general locations shown on the Illustrative Layout.
11. Public Parks and Amenities:
A. The creek corridors (greenbelts), linear park areas and trail system shown on the
Illustrative Layout shall be accessible and open to the general public. Upon approval
of the Park Board, City Council, and City staff of park land dedication documents and
construction plans for park amenities and trail system improvements in-line with the
Anna 2050 Parks, Open Space, Trails, & Recreation Master Plan, the Developer will
receive credit against Park Development and Park Dedication Fees for these areas as
set forth in the Development Agreement.
12. Infrastructure Improvements: As shown on the Illustrative Layout Mantua Parkway shall be
dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Rosamond Parkway shall
be dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Standridge Parkway
shall be dedicated with a 90’ R.O.W. as a 4 lane divided arterial; Buddy Hayes Boulevard,
between Rosamond Parkway and Mantua Parkway, shall be dedicated with an 80’ R.O.W. as
a 4 lane undivided arterial; Buddy Hayes Boulevard, north of Mantua Parkway, shall be
dedicated with an 80’ R.O.W. as a 4 lane undivided arterial; CR 289 shall be dedicated with a
120’ R.O.W. as a 6 lane divided principal arterial; CR 290 shall be dedicated with a 60’ R.O.W.
4
as a 2 lane undivided minor collector; and CR 371, west of Buddy Hayes Boulevard, shall be
dedicated with a 60’ R.O.W. as a 2 lane undivided minor collector.
5
ARTICLE 9.02 SUBDIVISION REGULATIONS
(For the purpose of this document, Deletions of certain regulation provisions that are not applicable are
indicated in strikethrough text and Additions or Changes (i.e., added or revised development standards that
are in addition to or differ from existing regulation provisions) are indicated with Green text.)
1. Sec. 9.02.086 Sidewalks
(a) Provided in Residential and Nonresidential Areas
(1) Pedestrian concrete walkways (sidewalks) not less than the following width shall
be provided along both sides of newly constructed streets as follows:
Street Type Sidewalk Width
Arterial 6 feet
Divided and undivided collector 6 feet
Neighborhood collector 6 feet
Local residential 6 feet 5 feet
(2) Construction standards for sidewalks shall be as set forth in the City’s design
standards.
(3) Concrete trails identified on the Illustrative Layout shall be 10 feet wide.
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ARTICLE 9.03 DESIGN STANDARDS
1. Sec. 2 Streets
Table 2.1 GEOMETRIC DESIGN STANDARDS
Design
Element
Principal
Arterial
Divided
Minor
Arterial
Divided
Minor
Arterial
Undivided
Major
Collector
Undivided
Minor
Collector
Undivided
Local
Number of
Traffic Lanes
6 4 4 4 2 2
Maximum
Lane Width
(Feet)
12 12 12 11 11+ 15
Minimum RW
Width *
(Feet)
120 90 80 80 60 50
Design Speed
(MPH)
45 40 40 40 35 25
Stopping Sight
distance (Feet)
400 325 325 325 325 325
Median Width
** (Feet)
16 14 14 - - -
Minimum
Lateral
Clearance
(feet)
6 6 6 6 6 -
Parking
Permitted
No No No No Com. Some /
Res. Yes
Res. Yes
Minimum
Horizontal
Centerline
Curvature
(Feet)
1200 850 850 Com. 700
Res. 600
Com. 500
Res. 350
Res. 200
Elbow 50’
* RIGHT-OF-WAY REQUIREMENTS FOR STATE HIGHWAY AND/OR THE PROVISION OF RIGHT
TURN LANES OR OTHER INTERSECITON IMPROVMEENTS MAY EXCEED THIS MINIMUM RW
STANDARDS.
** LARGER MEDIANS MAY BE REQUIRED TO PROVDE FOR MULTIPLE TURN LANES.
*** LOCAL RESIDNETIAL CULD-DE-SACS SHALL HAVE A MINIMUM RW RADIUS OF FIFTY FEET
(50’).
7
ARTICLE 9.04 ZONING ORDINANCE
1. Sec. 9.04.014 Single-Family Residential (SF-8.4) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-8.4) district
shall follow Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards.
Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards
Single-Family Residential (SF-8.4) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 8,400square feet 1
B Lot Width (min.) 70 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 65%1
Setback Requirements
E Front Yard (min.) 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 7 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 2,200 sf
50% - 2,800 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
8
2. Sec. 9.04.015 Single-Family Residential (SF-7.2) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-7.2) district
shall follow Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards.
Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards
Single-Family Residential (SF-7.2) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 7,200 square feet 1
B Lot Width (min.) 60 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 60% 1
Setback Requirements
E Front Yard (min.) 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 1,800 sf
75% - 2,200 sf
50% - 2,400 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
9
3. Sec. 9.04.016 Single-Family Residential (SF-6.0) District
(c) Dimensional Standards. Development in the Single-Family Residential (SF-6.0) district
shall follow Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards.
Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards
Single-Family Residential (SF-6.0) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 6,000 square feet 1
B Lot Width (min.) 50 feet
C Lot Depth (min.) 120 feet 1
D Lot Coverage (max.) 50% 65% 1
Setback Requirements
E Front Yard (min.) 20 15 feet 2
F Rear Yard (min.) 20 feet 3
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage4
100% - 1,700 sf
75% - 2,000 sf
50% - 2,200 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000
square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be
increased to 70%.
2 Front facing garage doors shall be no closer than 20 feet from the front
property line.
3 Covered, non-enclosed patios may encroach up to 5’.
4 Minimum Building Square Footage shall mean the net internal building square
footage of air-conditioned interior space.
10
4. Sec. 9.04.017 Mixed-Density Residential (MD) District
(c) Dimensional Standards. Development in the Mixed-Density Residential (MD) district
shall follow Table 10: Mixed-Density Residential (MD) District Single-Family Garden
Home, Single-Family Attached, Duplex Dimensional Standards.
Table 10: Mixed-Density Residential (MD) District Dimensional Standards
Mixed-Density Residential (MD) District Single-Family Garden Home
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 4,800 square feet
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 feet
D Lot Coverage (max.) 60% 70%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 20 feet 2
G Side Yard (min.) 5 feet
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
100% - 1,500 sf
75% - 1,800 sf
50% - 2,000 sf
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
11
Mixed-Density Residential (MD) District Single-Family Attached
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 2,400 square feet per unit
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 70 feet
D Lot Coverage (max.) 60% 70%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 15 feet 2
G Side Yard (min.) 5 0 feet / 10 feet between buildings or
10 feet for each end-unit lot
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
1,800 square feet per unit
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
Mixed-Density Residential (MD) District Duplex
Dimensional Standards
Lot Requirements
A Lot Area (min.) 4,500 2,400 square feet per unit
B Lot Width (min.) 25 feet
C Lot Depth (min.) 80 feet
D Lot Coverage (max.) 60%
Setback Requirements
E Front Yard (min.) 10 15 feet 1
F Rear Yard (min.) 10 15 feet 2
G Side Yard (min.) 5 0 feet / 10 feet between buildings
H Corner Side Yard (min.) 10 15 feet
Building Requirements
I Building Height (max.) 35 feet
J Minimum Building Square
Footage 3
1,500 square feet per unit
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
1 Front facing garage doors shall be no closer than 20 feet from the front
property line.
2 Covered, non-enclosed patios may encroach up to 5’.
3 Minimum Building Square Footage shall mean the net internal building square
12
footage of air-conditioned interior space.
5. Sec. 9.04.018 Multi-Family Residential (MF) District
(c) Dimensional Standards. Development in the Multi-Family Residential (MF) district shall
follow Table 11: Multi-Family Residential (MF) District Dimensional Standards.
Table 11: Multi-Family Residential (MF) District Dimensional Standards
Multi-Family Residential (MF) District Dimensional Standards
Lot Requirements
A Lot Area (min.) 5,000 square feet
B Lot Width (min.) 50 feet
C Lot Depth (min.) 120 90 feet
D Lot Coverage (max.) 50% 90%
Setback Requirements
E Front Yard (min.) 25 feet
F Rear Yard (min.) 20 feet
G Side Yard (min.) 10 5 feet
H Corner Side Yard (min.) 25 feet
Building Requirements
I Building Height (max.) 70 feet
Additional Applicable Requirements within the Zoning Ordinance
Sec. 9.04.041 – Dimensional Regulations
Sec. 9.04.042 – Site Design Requirements
Sec. 9.04.043 – Parking
Sec. 9.04.044 – Loading
Sec. 0.04.045 - Landscaping
Sec. 9.04.046 – Screening and Fencing
Sec. 9.04.047 – Outdoor Lighting
Sec. 9.04.048 – Trash
Sec. 0.04.049 – Performance Standards
(d) Special Regulations.
1. Minimum lot areas for attached single-family and two-family dwellings shall be
2,400 square feet per dwelling unit.
2. Lot width for a lot containing attached single-family and two-family dwellings shall
be no less than 20 feet per ground floor unit plus side yard requirements.
3. No lot containing multi-family dwelling units shall contain less than 10,000 5,000
square feet.
4. No lot containing a Single-Unit or Duplex Unit Park shall contain less than 20,000
10,000 square feet.
5. No building in a Single-Unit or Duplex Unit Park, attached single-family dwelling,
two-family dwelling, or Townhome Unit shall exceed a height of 35 65 feet.
6. Any building with multiple stories and greater than 35 45 feet tall shall comply with
the regulations specified in Sec. 9.04.041(h).
7. When a multi-family dwelling exceeds one story in height, automatic sprinkler
system shall be installed in accordance with existing fire codes and each building
shall have two points of entry or exit.
8. The maximum density for a multi-dwelling is 25 units per acre.
9. The maximum density for a Townhome Unit or Single-Unit or Duplex Unit Park is
12 18 units per acre.
10. The corner side yard for “key lots” shall meet the minimum front yard setback
requirements.
13
6. Sec. 9.04.025 Thoroughfare Overlay (THOR) District
(c) Dimensional Standards.
(1) Building lots along a highway, as designated by the Master Thoroughfare Plan, shall
be a minimum of 0.75 one acre.
(2) The nonresidential minimum lot width is 60100 feet.
(3) The nonresidential minimum front yard setback is 50 feet (for front yards facing the
thoroughfare).
7. Sec. 9.04.028 Use Table
Table 19: Use Table
Land Use MF MU DT
ND
Use-Specific
Standards
Parking Standards
Multi-Family
Dwelling
P P S Sec.
9.04.029(c)
1/1 BRU; 2/2 & 3 BRU +0.25/Unit
for visitors (50 25% of required
parking is covered, not including
visitor parking)
Land Use I-1 I-2 Use-Specific
Standards
Parking Standards
Self Storage
(Mini-
Warehouse)
P Sec. 9.04.035(b) 1/30 storage units
1/20,000 gross floor area
(at least 5 spaces
required)
Land Use
SF8.4 SF-
7.2
SF-
6.0
MD MF C-1 C-2 MU I-1 I-2
Radio, TV, or
Microwave
Operations,
Commercial
S S S S S P S P S P S P S P S P S P
8. Section 9.04.041 Dimensional Regulations
(h) Stepback Regulations
(1) Stepback regulations apply to all new building construction and all additions with
multiple stories and a height greater than 35 45 feet located adjacent to residential
zoning districts (SF-8.4, SF-7.2, SF-6.0, & MD) and existing single-family uses but
do not apply when an improved public street or railroad right-of-way separates the
new building construction from the existing residential zoning district or single-
family residential use.
14
(2) A 25-foot stepback applies for each additional story after the second third story
exceeding 35 45 feet in height (See Figure 7: Stepback Exhibit).
9. Section 9.04.042 Site Design Requirements
(c) Single-Family and Two-Family Residential Standards.
(5) House Repetition.
(A) Within residential developments, single-family and two-family dwellings with
substantially identical exterior elevations can only repeat every four (4) lots when
fronting the same right-of-way including both sides of the street.
(B) Homes side by side or across the street within one house (directly across the street
or “caddy corner’ across the street) shall not have substantially identical exterior
elevations.
(6) Building Materials
(A) Exteriors. The exterior of each primary residence on a Lot shall be constructed in
accordance with the Building Material Guidelines table below.
(B) “Masonry” may include brick or stone stacked and mortared in place (stone means
granite, limestone, marble, or other naturally occurring stone), stucco consisting of
exterior Portland cement, hand-applied in three coats to a minimum thickness of
three-quarters of an inch (3/4”), concrete tilt-wall or other concrete finish
techniques, or other similar products. For all exterior plan types, cementitious
siding products may be used in areas where it is not structurally feasible to support
brick or stone.
Building Material Guidelines
First Floor
A minimum of 85 percent masonry is required. The
front and sides of each elevation must be masonry,
with only the rear to have other materials. Rear
masonry is required on any house that backs to
Mantua Parkway or Standridge Parkway.
Front Elevation
In addition, second floor side elevations shall have
the masonry turn the corner and continue a minimum
of two (2) feet on interior lots and four (4) feet on
corner lots, unless the sidewall is over a roof.
15
Masonry Materials
o Brick
▪ Brick shall meet specifications established by the Brick Institute of America.
▪ Concrete brick is not allowed.
▪ Jumbo bricks are not allowed.
o Mortar Joints
▪ Mortar joints shall be tooled; no “slump” joints are permitted.
Non-Masonry Materials
o Siding
▪ Siding material may be cementitious Hardie-Plank or fiber planking.
▪ Plywood, particle board and vinyl are prohibited.
o Trim/Wood
▪ All trim and wood shall be smooth and painted or stained.
▪ Stained wood must be sealed.
o Metal
▪ Exposed metals must be anodized aluminum, bronze, copper or painted
galvanized steel.
Exclusions. Roofs, eaves, dormers, soffits, windows, gables, doors, garage doors,
decorative trim, and trim work are not required to be constructed of masonry.
Prohibited Elements. Highly reflective finishes on exterior surfaces (other than non-
mirrored glass or on surfaces of hardware fixtures). Mirrored glass.
(7) Roofs & Chimneys
(A) Accepted Roof Materials. Roofing materials shall be limited to architectural
shingles of weathered wood or black colored, non-reflective metal, clay, tile or
architectural composition shingles with a minimum rating of 30 years. All shingles
must meet or exceed applicable local, FEMA, FHA and VA regulations. No three-
tab shingles are permitted.
(B) Chimneys. Chimney style must be appropriate for the style of the home and may
be brick or other masonry matching with the same permitted colors and materials
as permitted on the body of the house; provided however, that any chimney located
on the interior portion of the roof may also include cementitious materials solely
or in addition to the brick or other masonry. If a chimney or fireplace chase is
located on the side of a residence, then it is required to be constructed of masonry.
(8) Gutters/Downspouts/Drains
(A) All residences shall be constructed with gutters and downspouts. Gutters and
downspouts shall match the color of the existing trim of the residence. Downspout
drains shall be placed to convey stormwater in accordance with the grading and
drainage plans for the lot and the development.
16
(9) Floor Plate
(A) The minimum Plate height for the first floor shall be nine (9) feet; 8 -ft floor plate
along a side elevation that are disguised across the front elevation and that “pop-
up” to 9-feet within the residence is allowed. In addition, the minimum combined
plate height for two story elevations shall not be less than eighteen (18) feet.
(10) Landscape
(A) A minimum of two (2) trees is required per lot. All introduced vegetation shall be
trees, shrubs, vines, ground covers, seasonal flowers or sodded grasses that are
commonly used in North Texas for landscaping purposes. Landscape borders shall
be constructed with steel edging, bender board or mortared masonry that is
comparable to the masonry of the home.
(11) Screening and Placement
(A) Mechanical equipment, trash receptacles, equipment, wood piles and other
miscellaneous outdoor storage must be visually screened from public view and
neighboring Lots by a solid screening wall/fence or landscaping sufficient for
screening.
(d) Multi-Family Residential Standards
(1) Building Materials
(A) The exterior of each multi-family building shall be a minimum of:
a. 80 percent masonry on the front façade of the first floor
b. 70 percent on the side façade of the first floor
c. 30 percent on the rear façade of the first floor
d. 25 percent on all facades for all other floors
(B) “Masonry” may include brick or stone stacked and mortared in place
(stone means granite, limestone, marble, or other naturally occurring
stone), stucco consisting of exterior Portland cement, hand-applied in
three coats to a minimum thickness of three-quarters of an inch (3/4”), or
other concrete finish techniques, or other similar products. For all
exterior plan types, cementitious siding products may be used in areas
where it is not structurally feasible to support brick or stone.
(C) Brick
a. Brick shall meet specifications established by the Brick Institute
of America.
b. Concrete brick is not allowed.
(D) Mortar Joints
a. Mortar joints shall be tooled; no “slump” joints are permitted.
(E) Non-Masonry Materials
a. Siding – Siding material may be cementitious Hardie-Plank or
fiber planking. Plywood, particle board and vinyl are prohibited.
b. Trim/Wood – All trim and wood shall be smooth and painted or
17
stained. Stained wood must be sealed.
c. Metal - Exposed metals must be anodized aluminum, bronze,
copper or painted galvanized steel.
(2) Building Articulation
(C) Horizontal wall plans longer than 40 85 feet in length shall be segmented into
smaller sections by a structural or ornamental minor façade offset (recess or
projection) of a minimum 2 feet deep and 810 feet wide.
(B) The height of those offsets is equal to the building’s height at the location of the
offset.
(3) Roof Treatment
(A) Pitched or flat roofs are permitted.
(B) A parapet wall is allowed if constructed to prevent flat roof visibility.
(4) Fenestration
(A) Any glass with a visible light reflectance rating of 25% or greater is prohibited.
(5) Elements. A multi-family development is required to provide at least two two of the
following elements:
(A) At least one dormer is provided for each roof plane over 1,000 square feet in area
that faces a street. The dormer must be appropriately scaled for the roof plane and
shall not be wider than the windows on the building elevations;
(B) All windows feature shutters. The shutters provided must be operational or appear
operational and must be in scale with the corresponding window;
(C) All windows are emphasized through the use of molding / trim around the
windows, plat ledge, sills, shaped frames, awnings, or another similarly related
architectural elements;
(D) Downspouts associated with gutters are internally incorporate into the building’s
construction rather than attached to the building after the construction of the façade
is complete.
(E) Other similar architectural features as approved by the Director.
(E) The primary entrance for all buildings shall feature a protected entry through the
use of a recessed entry, porte-cochere, awning, canopy, or similar feature that
serves the same purposes. The covering shall be at least three feet in depth when
measured from the face of the adjoining façade. Not required for accessory
buildings.
18
(F) Screening fence: Border fencing material shall be either masonry construction or
wrought iron, tubular steel, or tubular aluminum with masonry columns.
Additionally, an irrigated landscape screen, minimum height of 6 feet, shall be
installed within a 10-foot landscape buffer along the property line on any perimeter
not abutting a public street or right-of-way. The landscape screen must grow to a
height of at least 10 feet within 2 years of installation.
(G) Other similar architectural features as approved by the Director.
(6) Amenities.
(A) A multi-family development shall provide the required amount of amenities
prescribed in Table 23: Required Amenities.
Table 23: Required Amenities
Number of Units Required Amenities
1 – 10 None
11 – 50 1
51 – 100 2
101 – 200 3
201 – 300 4
301 + 5
(B) The amenities below may be used to fulfill the requirements of Table 23: Required
Amenities. Each amenity counts as one required amenity towards the requirements
in Table 23: Required Amenities. However, multiples of the same amenity do not
count towards the requirements in Table 23: Required Amenities. Additionally, to
provide flexibility in development design, the Director may approve different
amenities that agree with the purpose of this Sec. 9.04.042.
i. Swimming pool (minimum 1,000 square foot surface areas) with
cooling deck (minimum ten feet wide in all areas);
ii. Jacuzzi or hot tub area (minimum 50 square foot area);
iii. At least four barbeque grills or one grill per 100 units, whichever is
greater, with shaded seating areas, all barbeque grills shall be:
a. Serviced with propane or other gas, and
b. Be built into a structure incorporated into an adjacent amenity
(i.e., pool or seating areas);
iv. Ramada(s), arbor(s), and/or trellis(es) covering at least 1,000 400
square feet of recreation space;
19
v. Child play lot (minimum 3,000 1,000 square foot areas) with
equipment specifically designed to meet the following three age
cohorts: 0-2 years old, 2-5 years old, and 5-12 years old;
vi. A splash pad (water play amenity for children) that is a minimum of
1,000 square feet in areas that:
1. Is enclosed by a gated and access limited
minimum five-foot tall vinyl-coated
chain link fence or other decorate fencing
material approved by the Director of
Development Services.
vii. A dog park that is at least 5,000 2,500 square feet in areas that:
a. Is enclosed by a minimum five-foot tall vinyl-coated chain link
fence;
b. Uses grass, wood chips, or a combination of the two as surface
materials, and
c. Provides at least two dog waste stations that includes a bag
dispenser and waste receptacle installed along the perimeter of the
enclosure for every 2,400 square feet of the associated dog park.
viii. Regulation-size volleyball, basketball, tennis, or similarly related
playing court.
ix. Golf putting green (minimum 1,000 square feet);
x. Fitness center/weight room (minimum 500 square feet);
xi. Business center (minimum 500 square feet);
xii. Media room (minimum 500 square feet).
(f) Nonresidential Standards
(7) Building Articulation
(D) Single- and multi-tenant buildings < 50,000 square feet
i. All buildings shall utilize façade offsets and appropriate fenestration,
to add variation and visual interest to an elevation and to break up long
uninterrupted walls or elevations.
ii. Elevations that are 50 feet or longer in horizontal length require at least
two offsets (projection or recess) from the primary façade plane of at
least 18 inches deep and 4 feet wide.
20
iii. The height of those offsets is equal to the building’s height at the
location of the offset .
(E) Single- and multi-tenant buildings 50,000 square feet and larger
i. All buildings shall utilize either façade offsets and appropriate
fenestration, color variations, alternative building materials, or other
architectural treatments, to add variation and visual interest to an
elevation and to break up long uninterrupted walls or elevations.
ii. Elevations that are 50 feet or longer in horizontal length require at least
one of the following: at least two offsets (projection or recess) from
the primary façade plane of at least 18 inches deep and 4 feet wide,
color variations, alternative building materials, or other architectural
treatments.
iii. The height of those offsets, color variations, alternative building
materials, or other architectural treatments is equal to the building’s
height at the location of the offset application.
(8) Roof Treatment
(C) Long uninterrupted roof lines and planes shall be broken into smaller segments
through the use of scaled gables or dormers, change in height, changes in roof
form, type or planes that typically correspond to offsets in the building’s façade,
or other appropriate architectural elements.
(D) Parapet roof lines shall feature a well-defined cornice treatment or another similar
element to visually cap each building elevation.
(9) Fenestration
(A) Single- and multi-tenant buildings < 50,000 square feet : The use of recessed
windows, awnings, sills, drip caps, projecting trim casing or surrounds, projecting
muntins or mullions, and other elements is required.
(B) Single- and multi-tenant buildings 50,000 square feet and larger do not require
fenestration.
(C) Any glass with a visible light reflectance rating of 25% or greater is prohibited.
(10) Elements. All buildings or developments shall be required to provide at least two of
the following elements:
(B) The primary entrance for all buildings shall feature a protected entry through the
use of a recessed entry, porte-cochere, awning, canopy, or similar feature that
serves the same purposes. The covering shall be at least three fe et in depth when
measured from the face of the adjoining façade.
(C) All building elevations shall feature at least two facade offsets (recess or
projection) five feet in depth for every 50 feet of horizontal length.
21
(D) All building elevations shall feature at least three two distinct roof lines or a roof
parapet with cornice design or similar element.
(E) All primary and secondary building entrances, excluding emergency exits and
service doors, feature a recessed entry, canopy, awning, or similar sheltering
feature of at least 50 square feet.
(F) Single- and multi-tenant buildings greater than 50,000 square feet shall provide
least one of the following: at least two offsets (projection or recess) from the
primary façade plane of at least 18 inches deep and 4 feet wide, color variations,
alternative building materials, or other architectural treatments.
10. Section 9.04.044 Loading
(d) Standards.
(11) Location. A loading space:
(B) Must be located within the same development as the building or use served;
(C) Is prohibited from projecting into a sidewalk, street, or public right -of-way,
including any maneuvering area;
(D) Is prohibited from being located between the front building line and the lot line;
(E) Must be placed to the rear or side of buildings in visually unobtrusive locations;
(F) Must be set back a minimum distance of 100 feet (35 feet for Self-Storage (Mini-
Warehouse) from any adjacent residential zoning district or use;
(G) Must be se back a minimum distance of 50 feet from any public street or front
property line; and
(H) Must be oriented away from the street frontage.
11. Section 9.04.045 Landscaping
(f) Minimum Landscaping Requirements.
(2) Parking Lots.
(A) Landscape areas within parking lots shall be at least 180 162 square feet in size
with approximate dimensions of 10 9 feet wide by 18 feet deep.
(h) Tree Preservation.
22
(1) All tree preservation shall comply with the regulations of this subsection (h) in
addition to the requirements established in Article 9.07. Trees located with the tree
preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall be
preserved with the exception of trees that must be removed to allow for the
construction of public infrastructure improvements.
(2) The Developer shall plant one large tree (minimum of three-inch caliper and seven
feet height at the time of planting) per 50 linear feet of screening wall and one
ornamental tree per 30 feet of screening wall. Trees may be grouped or clustered to
facilitate site design.
(3) The Developer shall plant a minimum of two front yard trees on each residential lot
at the time of home completion. Front yard trees shall measure a minimum three -
inch caliper and seven feet height at the time of planting and shall conform with the
City’s approved plant list.
(4) Any trees preserved on a site meeting these specifications may be credited t oward
meeting the tree requirement of any landscaping provision of this section for that
area within which they are locate, according to Table 28: Tree Preservation Credits,
depending on the applicant’s preference to accept or decline the credit. For purposes
of this section, caliper measurement shall be taken at DBH above the ground and
rounded to the nearest whole number.
(5) Existing trees may receive credit if they are not on the City’s approved plant material
list but are approved by the Director; however, trees must be located within the
landscape areas to which credit is applied.
(6) Any tree perseveration proposed shall designate the species, size, and general
location of all trees on the conceptual or general landscape plan. The final landscape
plan shall show the species, size, and exact location.
(7) During any construction or land development, the developer shall clearly mark all
trees to be maintained and may be required to erect and maintain protective barriers
around all such trees or groups or trees. The applicant shall not allow the movement
of heavy equipment or the storage of equipment, materials, debris, or fill to be placed
within the drip line of any trees. This is not intended to prohibit the normal
construction requirement within parking lots.
(8) During the construction stage of development, the applicant shall not allow the
cleaning of equipment or material under the canopy of any tree or group of trees to
remain. Neither shall the applicant allow the disposal of ay waste materials, such as,
but not limited to, paint, oil, solvents, asphalt, concrete, mortar, etc., under the
canopy of any tree to remain. No attachment or wires of any kind, other than those
of a protective nature, shall be attached to any tree.
ARTICLE 9.05 SIGN ORDINANCE
1. Section 9.05.018 Detached Signs
23
(d) Subdivision Entry Signs
(1) Definition.
Subdivision Entry Sign. A sign which may be a freestanding monument or attached
to a subdivision wall located at the entry of a platted subdivision from a local,
collector, or arterial street.
(2) Standards.
Generally. Table 3-7 establishes the standards for subdivision entry signs.
Table 3-7: Subdivision Entry Sign Standards
Sign District →
Requirement ↓
AE SF MR CM MU DT IN
General
Allowed? Y Y Y N Y N Y
Permit Required? Y Y Y -- Y -- Y
Number per
entrance (max.) 1 2 2 -- 2 -- 2
Dimensions
Sign Area (max.) 150 sf 200 sf 150 sf -- 150 sf
200 sf -- 150 sf
Sign Height
(max). 6 ft 6 ft
15 ft 6 ft -- 6 ft
15 ft -- 8 ft
Setbacks
24
From ROW 5 ft 5 ft 5 ft -- 5 ft -- 5 ft
Features
Electronic
Message Center N N N -- N -- N
Changeable Copy N N N -- N -- N
Channel Letters Y Y Y -- Y -- Y
Internal
Illumination N N N -- N -- N
External
Illumination Y Y Y -- Y -- Y
Halo Illumination Y Y Y -- Y -- Y
Additional Information
Key Y = yes, a permit is required or the feature is allowed | N = no/ not
allowed | NR = the sign type or characteristic is allowed for
nonresidential uses only | sf = square feet | ft = feet | “-“ = the
standard does not apply
Sign District
Summary
AE = AG district and ETJ | SF = SF-20.0- SF-6.0 districts | MR =
MD and MF districts | CM = C-1 and C-2 districts |MU = MU
district | DT = DT district | IN = I-1 and I-2 districts
(B) Number and Location
(i) Two (2) subdivision entry signs may be located at the intersection of a
collector or arterial street and an entry street or private driveway into a
subdivision. The signs shall be configured as follows.
a. Two (2) signs with one (1) sign face each located on opposite sides of the
entry street private driveway;
b. One (1) sign with two (2) faces located within a landscaped areas dividing
two (2) one-way entry streets or private driveways;
c. One (1) sign located on one (1) side of the entry street or private driveway;
or
d. One (1) sign located on an archway above the entry street or private
driveway
(ii) Subdivision entrances from a right-of-way greater than 60 feet shall require
signage. Secondary entrance connecting to other neighborhoods may be
25
allowed but are not required.
(C) Design and Installation.
(i) Subdivision entry signs shall be constructed with stone, brick, concrete,
metal, routed wood planks or beams, or similar durable, weatherproof
materials.
(ii) All subdivision entry signs shall be landscaped around the base of the sign in
an area equal to four square feet for each square foot of sign areas. In case
where the location of the sign could not accommodate such landscape areas,
the area may be reduced up to 50% at the Directors’ discretion.
(iii) When electrical service is provided to a subdivision entry sign, all electrical
service shall be underground.
ARTICLE 9.07 TREE PRESERVATION
The tree preservation ordinance is removed in its entirety and replaced with the following:
Trees located with the tree preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall
be preserved with the exception of trees that must be removed to allow for the construction of public
infrastructure improvements.
The Developer shall plant one large tree (minimum of three-inch caliper and seven feet height at the time
of planting) per 50 linear feet of screening wall and one ornamental tree per 30 feet of screening wall. Trees
may be grouped or clustered to facilitate site design.
The Developer shall plant a minimum of two front yard trees on each residential lot at the time of home
completion. Front yard trees shall measure a minimum of three-inch caliper and seven feet height at the
time of planting and shall conform with the City’s approved plant list.
PHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE
14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
STANDRIDGE BLVDROAD B
ROAD A ROAD DBUDDY HAYES BLVDROAD CMANT
U
A
P
K
W
Y
MANTUA PKWY
ROAD E
MANTUA PKWY
CR 290BUDDY HAYES BLVDUS HWY 75COLLINMCKINNEYPKWYCR 289THORNTON
CR 371
LIBERTY HILLS FENCE EXHIBIT
SCALE: NTS
NORTH
EXHIBIT D-4
ROSAMOND PKWY
FENCE TYPE
WOOD FENCE
ORNAMENTAL METAL
MASONRY
FENCE TYPES ARE CONCEPTUAL AND
SUBJECT TO CHANGE AT TIME OF
FINAL DESIGN.
D-1
LIBERTY HILLS SCALE: NTS
NORTHEXHIBIT D-2
TREE PRESERVATION EXHIBITPRESERVED CANOPY
REMOVED CANOPY
CANOPY IN FLOODPLAIN
100-YR FLOODPLAIN LIMITS
EXHIBIT E
Authorized Improvements and Budgeted Costs
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
A. CLEARING & EXCAVATION
A.1 CLEARING & EXCAVATION - MANTUA PARKWAY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.6 $2,400 1.6 $2,400
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0.00 $0 0 $0 0 $0 0 $0 5,162.67 $18,069 5,162.7 $18,069
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,325 $38,720 10,325.3 $38,720
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $1,549 5,162.7 $1,549
TOTAL CLEARING & EXCAVATION - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738
A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 1.6 $2,367 3.5 $5,218 1.4 $2,141 0.0 $0 1.4 $2,167 0.0 $0 0.0 $0 0.0 $0 7.9 $11,893
UNCLASSIFIED EXCAVATION CY $3.50 5,091 $17,818 11,224 $39,284 4,606 $16,120 0 $0 4,662 $16,315 0 $0 0 $0 0 $0 25,582.1 $89,538
4' MOISTURE CONDITIONING CY $3.75 10,182 $38,182 22,448 $84,181 9,211 $34,542 0 $0 9,323 $34,962 0 $0 0 $0 0 $0 51,164.3 $191,866
TESTING CY $0.30 5,091 $1,527 11,224 $3,367 4,606 $1,382 0 $0 4,662 $1,398 0 $0 0 $0 0 $0 25,582.1 $7,675
TOTAL CLEARING & EXCAVATION - STANDRIDGE PKWY $59,894 $132,050 $54,185 $0 $54,843 $0 $0 $0 $300,971
A.3 CLEARING & EXCAVATION - ROAD D
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,088 1.4 $2,088
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,492 $15,722 4,491.9 $15,722
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,984 $33,689 8,983.9 $33,689
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,492 $1,348 4,491.9 $1,348
TOTAL CLEARING & EXCAVATION - ROAD D $0 $0 $0 $0 $0 $0 $0 $52,847 $52,847
A.4 CLEARING & EXCAVATION - BUDDY HAYES BLVD
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 3.3 $4,896 2.7 $4,105 6.0 $9,001
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,532 $36,861 8,830 $30,904 19,361.7 $67,766
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 21,064 $78,989 17,660 $66,224 38,723.4 $145,213
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,532 $3,160 8,830 $2,649 19,361.7 $5,809
TOTAL CLEARING & EXCAVATION - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $123,906 $103,882 $227,788
A.5 CLEARING & EXCAVATION - CR 371
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.6 $2,400 1.6 $2,400
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $18,069 5,162.7 $18,069
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,325 $38,720 10,325.3 $38,720
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $1,549 5,162.7 $1,549
TOTAL CLEARING & EXCAVATION - CR 371 $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738
Phase 14 Phase 15 Phase 16
Phase 9
TOTAL
TOTAL
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
Phase 13 Phase 14 Phase 15 Phase 16
Phase 9 Phase 10 Phase 13 Phase 14 Phase 15 Phase 16
TOTALPhase 11 Phase 12
Phase 10 Phase 11 Phase 12
Phase 13 TOTALPhase 9 Phase 10 Phase 11 Phase 12
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
Page 1 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
B. WATER
B.1 WATER - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $294,750 1,965.0 $294,750
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $100,000 4.0 $100,000
30" STEEL SLEEVE UNDER HIGHWAY LF $1,200.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 930 $1,116,000 930.0 $1,116,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 2 $15,000 0 $0 0 $0 0 $0 2 $15,000 4.0 $30,000
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $15,000 $300 $0 $0 $0 $0 $0 $0 $1,536,645 $30,733 1,551,645.0 $31,033
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $15,000 $450 $0 $0 $0 $0 $0 $0 $1,536,645 $46,099 1,551,645.0 $46,549
TOTAL WATER - MANTUA PKWY $0 $0 $0 $15,750 $0 $0 $0 $1,613,477 $1,629,227
B.2 WATER - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 1,640 $246,000 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $246,000
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 4 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $100,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 1 $7,500 2 $15,000 0 $0 2 $15,000 0 $0 0 $0 0 $0 5.0 $37,500
TRENCH SAFETY LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640
BONDS % 2.00% $0 $0 $7,500 $150 $365,920 $7,318 $0 $0 $15,000 $300 $0 $0 $0 $0 $0 $0 388,420.0 $7,768
INSPECTION FEE % 3.00% $0 $0 $7,500 $225 $365,920 $10,978 $0 $0 $15,000 $450 $0 $0 $0 $0 $0 $0 $388,420 $11,653
TOTAL WATER - STANDRIDGE PKWY $0 $7,875 $384,216 $0 $15,750 $0 $0 $0 $407,841
B.3 WATER - ROAD D
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $210,000 1,400.0 $210,000
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5 $125,000 5.0 $125,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $15,000 2.0 $15,000
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $359,200 $7,184 359,200.0 $7,184
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $359,200 $10,776 359,200.0 $10,776
TOTAL WATER - ROAD D $0 $0 $0 $0 $0 $0 $0 $377,160 $377,160
Phase 13 Phase 14 Phase 15 Phase 16 (S to T)
TOTAL
Phase 9 Phase 10 Phase 11 (H to J) Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (K to U)
TOTAL
Phase 9 Phase 10 Phase 11 Phase 12
Page 2 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
B.4 WATER - BUDDY HAYES BLVD
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $342,000 2,280.0 $342,000
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $100,000 4.0 $100,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $30,000 3 $22,500 7.0 $52,500
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,000 $600 $476,340 $9,527 506,340.0 $10,127
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,000 $900 $476,340 $14,290 506,340.0 $15,190
TOTAL WATER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $31,500 $500,157 $531,657
B.5 WATER - CR 371
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" P.V.C. WATERLINE LF $60.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,180 $70,800 1,180.0 $70,800
8" GATE VALVE EA $2,800.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3 $8,400 3.0 $8,400
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $15,000 2.0 $15,000
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $326,000 $6,520 326,000.0 $6,520
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $326,000 $9,780 326,000.0 $9,780
TOTAL WATER - CR 371 $0 $0 $0 $0 $0 $0 $0 $413,100 $413,100
C. SANITARY SEWER
C.1 SANITARY SEWER - M7
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
LF $175.00 0 $0 0 $0 0 $0 3,880 $679,000 0 $0 0 $0 0 $0 0 $0 3,880.0 $679,000
5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 0 $0 0 $0 7 $112,000 0 $0 0 $0 0 $0 0 $0 7.0 $112,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $802,640 $16,053 $0 $0 $0 $0 $0 $0 $0 $0 802,640.0 $16,053
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $802,640 $24,079 $0 $0 $0 $0 $0 $0 $0 $0 802,640.0 $24,079
TOTAL SANITARY SEWER - M7 $0 $0 $0 $842,772 $0 $0 $0 $0 $842,772
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (U to V)
TOTAL
TOTALPhase 15
18" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
Phase 16Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (U to V)
TOTAL
Page 3 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
C.2 SANITARY SEWER - M8
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
LF $150.00 0 $0 1,770 $265,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,770.0 $265,500
LF $175.00 0 $0 980 $171,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 980.0 $171,500
5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 7 $112,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 7.0 $112,000
TRENCH SAFETY LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750
TESTING (GEOTECH) LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750
BONDS % 2.00% $0 $0 $557,250 $11,145 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 557,250.0 $11,145
INSPECTION FEES % 3.00% $0 $0 $557,250 $16,718 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 557,250.0 $16,718
TOTAL SANITARY SEWER - M8 $0 $585,113 $0 $0 $0 $0 $0 $0 $585,113
C.3 SANITARY SEWER - M9
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,230 $423,000 4,230.0 $423,000
LF $35.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,280 $184,800 5,280.0 $184,800
CONNECT TO EXISTING LS $10,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $10,000 1.0 $10,000
5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10 $160,000 10.0 $160,000
LIFT STATION LS $750,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $750,000 1.0 $750,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,556,330 $31,127 1,556,330.0 $31,127
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,556,330 $46,690 1,556,330.0 $46,690
TOTAL SANITARY SEWER - M9 $0 $0 $0 $0 $0 $0 $0 $1,634,147 $1,634,147
D. STORM SEWER
D.1 STORM SEWER - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 100 $8,000 100.0 $8,000
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 280 $28,000 280.0 $28,000
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 1.0 $4,500
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2.0 $13,000
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $62,640 $1,253 62,640.0 $1,253
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $62,640 $1,879 62,640.0 $1,879
TOTAL STORM SEWER - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $65,772 $65,772
TOTALPhase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
15" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
18" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
12" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
6" FORCE MAIN (∼1 MI.)
Phase 9 Phase 10 Phase 11
TOTAL
Phase 15 Phase 16
TOTAL
Phase 12 Phase 13 Phase 14
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14
Phase 15 Phase 16
Page 4 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
D.2 STORM SEWER - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 160 $12,800 320 $25,600 210 $16,800 0 $0 0 $0 0 $0 0 $0 0 $0 690.0 $55,200
24" RCP LF $100.00 0 $0 0 $0 710 $71,000 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $71,000
30" RCP LF $125.00 0 $0 0 $0 430 $53,750 0 $0 0 $0 0 $0 0 $0 0 $0 430.0 $53,750
30" SLOPED END HEADWALL EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
STANDARD 10' INLET EA $6,500.00 4 $26,000 8 $52,000 3 $19,500 0 $0 3 $19,500 0 $0 0 $0 0 $0 18.0 $117,000
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 3 $24,000 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $24,000
CULVERT C3 LS $100,000.00 0 $0 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000
TRENCH SAFETY LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830
TESTING (EXCLUDING GEOTECH) LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830
TESTING (GEOTECH) LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830
BONDS % 2.00% $39,280 $786 $78,560 $1,571 $294,100 $5,882 $0 $0 $19,500 $390 $0 $0 $0 $0 $0 $0 431,440.0 $8,629
INSPECTION FEES % 3.00% $39,280 $1,178 $78,560 $2,357 $294,100 $8,823 $0 $0 $19,500 $585 $0 $0 $0 $0 $0 $0 431,440.0 $12,943
TOTAL STORM SEWER - STANDRIDGE PKWY $41,244 $82,488 $308,805 $0 $20,475 $0 $0 $0 $453,012
D.3 STORM SEWER - ROAD D
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $8,800 110.0 $8,800
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 2.0 $8,000
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2.0 $13,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,130 $603 30,130.0 $603
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,130 $904 30,130.0 $904
TOTAL STORM SEWER - ROAD D $0 $0 $0 $0 $0 $0 $0 $31,637 $31,637
D.4 STORM SEWER - BUDDY HAYES BLVD
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $30,400 640 $51,200 1,020.0 $81,600
36" RCP LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,440 $237,600 1,440.0 $237,600
36" SLOPED END HEADWALL EA $5,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,500 1.0 $5,500
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 17 $110,500 5 $32,500 22.0 $143,000
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000
5' STORM MANHOLE EA $16,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $64,000 4.0 $64,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $142,040 $2,841 $405,040 $8,101 547,080.0 $10,942
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $142,040 $4,261 $405,040 $12,151 547,080.0 $16,412
TOTAL STORM SEWER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $149,142 $425,292 $574,434
Phase 16 TOTAL
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
Page 5 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
D.5 STORM SEWER - CR 371
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $22,000 275.0 $22,000
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,000 1.0 $4,000
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $26,000 4.0 $26,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $52,825 $1,057 52,825.0 $1,057
INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $52,825 $1,585 52,825.0 $1,585
TOTAL STORM SEWER - CR 371 $0 $0 $0 $0 $0 $0 $0 $55,466 $55,466
E. PAVEMENT
E.1 PAVEMENT - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 0 0 $0 4,487 $358,924 4,486.6 $358,924
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 0 0 $0 4,756 $17,834 4,755.7 $17,834
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95 $28,534 95.1 $28,534
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,091 $2,183 1,091 $2,183
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 13,096 $5,893 13,095.9 $5,893
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,000 $55,000 1,000.0 $55,000
BRIDGE B4 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 270 $1,890,000 270.0 $1,890,000
TEMPORARY ASPHALT SY $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,000 $165,000 1,000.0 $165,000
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,523,369 $50,467 2,523,368.8 $50,467
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,523,369 $75,701 2,523,368.8 $75,701
TOTAL PAVEMENT - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $2,649,537 $2,649,537
E.2 PAVEMENT - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 4,969 $397,538 9,276 0 3,559 $284,693 0 $0 3,567 $285,396 0 0 0 0 0 $0 21,371.0 $1,709,680
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 5,267 $19,753 9,832 0 3,772 $14,146 0 $0 3,781 $14,181 0 0 0 0 0 $0 22,653.3 $84,950
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 105 $31,604 197 $58,993 75 $22,633 0 $0 76 $22,689 0 $0 0 $0 0 $0 453.1 $135,920
STRIPING & SIGNING LF $2.00 1,944 $3,889 3,630 $7,259 1,393 $2,785 0.0 $0 1,396 $2,792 0 $0 0 $0 0 $0 8,362.6 $16,725
10 MIL POLY SF $0.45 23,334 $10,500 43,555 $19,600 16,710 $7,520 0 $0 16,751 $7,538 0 $0 0 $0 0 $0 100,350.8 $45,158
6' CONCRETE SIDEWALK LF $55.00 1,730 $95,150 3,400 $187,000 1,400 $77,000 0 $0 0 $0 0 $0 0 $0 0 $0 6,530.0 $359,150
10' CONCRETE SIDEWALK LF $85.00 0 $0 0 $0 0 $0 0 $0 1,400 $119,000 0 $0 0 $0 0 $0 1,400.0 $119,000
BONDS % 2.00% $558,434 $11,169 $272,852 $5,457 $408,777 $8,176 $0 $0 $451,595 $9,032 $0 $0 $0 $0 $0 $0 1,691,658.2 $33,833
INSPECTION FEE % 3.00% $558,434 $16,753 $272,852 $8,186 $408,777 $12,263 $0 $0 $451,595 $13,548 $0 $0 $0 $0 $0 $0 1,691,658.2 $50,750
TOTAL PAVEMENT - STANDRIDGE PKWY $586,356 $286,495 $429,216 $0 $474,175 $0 $0 $0 $2,555,165
Phase 16 TOTAL
Phase 16Phase 13 Phase 14
Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
TOTAL
Phase 9 Phase 10 Phase 11 Phase 12
Phase 9 Phase 10 Phase 11 Phase 12
Phase 15
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15
Page 6 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
E.3 PAVEMENT - ROAD D
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,664 $213,093 2,663.7 $213,093
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,823 $10,588 2,823.5 $10,588
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 56 $16,941 56.5 $16,941
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,169 $2,339 1,169.4 $2,339
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14,033 $6,315 14,033.0 $6,315
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 914 $50,270 914.0 $50,270
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $299,546 $5,991 299,546.0 $5,991
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $299,546 $8,986 299,546.0 $8,986
TOTAL PAVEMENT - ROAD D $0 $0 $0 $0 $0 $0 $0 $314,523 $314,523
E.4 PAVEMENT - BUDDY HAYES BLVD
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,666 $693,289 7,769 $621,538 16,435.3 $1,314,827
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,186 $34,448 8,235 $30,883 17,421.5 $65,330
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 184 $55,116 165 $49,412 348.4 $104,529
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,466 $6,933 3,108 $6,215 6,574.1 $13,148
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 41,597 $18,719 37,292 $16,782 78,889.6 $35,500
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,762 $206,910 2,778 $152,790 6,540.0 $359,700
BRIDGE B5 (ASSUMES 45 FT WIDTH) LF $6,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 240 $1,440,000 0 $0 240.0 $1,440,000
TEMPORARY ASPHALT LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 631 $104,042 630.6 $104,042
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,015,415 $20,308 $877,620 $17,552 1,893,034.4 $37,861
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,015,415 $30,462 $877,620 $26,329 1,893,034.4 $56,791
TOTAL PAVEMENT - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $2,506,186 $1,025,542 $3,531,728
E.5 PAVEMENT - CR 371
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,562 $444,978 5,562.2 $444,978
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,896 $22,110 5,896.0 $22,110
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 118 $35,376 117.9 $35,376
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,252 $2,503 1,251.5 $2,503
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 15,018 $6,758 15,018.0 $6,758
5' CONCRETE SIDEWALK LF $45.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,503 $112,635 2,503.0 $112,635
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $624,359 $12,487 624,359.4 $12,487
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $624,359 $18,731 624,359.4 $18,731
TOTAL PAVEMENT - CR 371 $0 $0 $0 $0 $0 $0 $0 $655,577 $655,577
Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16
TOTAL
Phase 16Phase 13 Phase 14 Phase 15
Phase 16 TOTAL
Phase 10
Phase 13 Phase 14 Phase 15Phase 11 Phase 12
Phase 11 Phase 12
Phase 9 Phase 10
TOTALPhase 9
Page 7 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
F. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 0 $0 1 $10,000 1 $10,000 7.0 $70,000
CURLEX LF $2.00 2,400 $0 7,400 $0 3,100 $6,200 2,040 $4,080 3,100 $6,200 0 $0 7,500 $15,000 11,500 $23,000 37,040.0 $74,080
SILT FENCE LF $2.00 2,400 $4,800 7,400 $14,800 3,100 $6,200 2,040 $4,080 3,100 $6,200 0 $0 7,500 $15,000 11,500 $23,000 37,040.0 $74,080
INLET PROTECTION EA $175.00 4 $700 8 $1,400 3 $525 0 $0 3 $525 0 $0 17 $2,975 13 $2,275 48.0 $8,400
TOTAL EROSION CONTROL $15,500 $26,200 $22,925 $18,160 $22,925 $0 $42,975 $58,275 $226,560
G. MISCELLANEOUS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $4,000.00 11 $44,000 21 $84,000 0 $0 5 $20,000 12 $48,000 0 $0 0 $0 10 $40,000 59.0 $236,000
MEDIAN SOD SF $2.00 33,800 $67,600 49,000 $98,000 0 $0 17,300 $34,600 19,600 $39,200 0 $0 0 $0 16,500 $33,000 136,200.0 $272,400
4" UTILITY SLEEVES LF $15.00 90 $1,350 270 $4,050 90 $1,350 120 $1,800 90 $1,350 0 $0 0 $0 420 $6,300 1,080.0 $16,200
TOTAL FRANCHISE UTILITIES $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600
Phase 13 Phase 14 Phase 15 Phase 16
Phase 13 Phase 14 Phase 15 Phase 16Phase 12
Phase 9 Phase 10 Phase 11 Phase 12
Phase 9 Phase 10 Phase 11
TOTAL
TOTAL
Page 8 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16)
APRIL 26, 2024
SUMMARY - MAJOR PUBLIC IMPROVEMENTS
A.1 CLEARING & EXCAVATION - MANTUA PARKWAY $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738
A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY $59,894 $132,050 $54,185 $0 $54,843 $0 $0 $0 $300,971
A.3 CLEARING & EXCAVATION - ROAD D $0 $0 $0 $0 $0 $0 $52,847 $52,847 $105,694
A.4 CLEARING & EXCAVATION - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $123,906 $103,882 $227,788
A.5 CLEARING & EXCAVATION - CR 371 $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738
B.1 WATER - MANTUA PKWY $0 $0 $0 $15,750 $0 $0 $0 $1,613,477 $1,629,227
B.2 WATER - STANDRIDGE PKWY $0 $7,875 $384,216 $0 $15,750 $0 $0 $0 $407,841
B.3 WATER - ROAD D $0 $0 $0 $0 $0 $0 $0 $377,160 $377,160
B.4 WATER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $31,500 $500,157 $531,657
B.5 WATER - CR 371 $0 $0 $0 $0 $0 $0 $0 $413,100 $413,100
C.1 SANITARY SEWER - M7 $0 $0 $0 $842,772 $0 $0 $0 $0 $842,772
C.2 SANITARY SEWER - M8 $0 $585,113 $0 $0 $0 $0 $0 $0 $585,113
C.3 SANITARY SEWER - M9 $0 $0 $0 $0 $0 $0 $0 $1,634,147 $1,634,147
D.1 STORM SEWER - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $65,772 $65,772
D.2 STORM SEWER - STANDRIDGE PKWY $41,244 $82,488 $308,805 $0 $20,475 $0 $0 $0 $453,012
D.3 STORM SEWER - ROAD D $0 $0 $0 $0 $0 $0 $0 $31,637 $31,637
D.4 STORM SEWER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $149,142 $425,292 $574,434
D.5 STORM SEWER - CR 371 $0 $0 $0 $0 $0 $0 $0 $55,466 $55,466
E.1 PAVEMENT - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $2,649,537 $2,649,537
E.2 PAVEMENT - STANDRIDGE PKWY $586,356 $286,495 $429,216 $0 $474,175 $0 $0 $0 $1,776,241
E.3 PAVEMENT - ROAD D $0 $0 $0 $0 $0 $0 $0 $314,523 $314,523
E.4 PAVEMENT - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $2,506,186 $1,025,542 $3,531,728
E.5 PAVEMENT - CR 371 $0 $0 $0 $0 $0 $0 $0 $655,577 $655,577
F. EROSION CONTROL $15,500 $26,200 $22,925 $18,160 $22,925 $0 $42,975 $58,275 $206,960
G. MISCELLANEOUS $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600
SUB-TOTAL $815,943 $1,306,270 $1,200,696 $933,082 $676,718 $0 $2,906,555 $10,177,168 $18,016,433
SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $81,594 $130,627 $120,070 $93,308 $67,672 $0 $290,656 $1,017,717 $1,801,643
CONSTRUCTION MANAGEMENT (1.75%) $14,279 $22,860 $21,012 $16,329 $11,843 $0 $50,865 $178,100 $315,288
CITY FEES (0.2%) $1,632 $2,613 $2,401 $1,866 $1,353 $0 $5,813 $20,354 $36,033
MISCELLANEOUS & CONTINGENCY (15%) $122,391 $195,941 $180,104 $139,962 $101,508 $0 $435,983 $1,526,575 $2,702,465
TOTAL MAJOR PUBLIC IMPROVEMENT COST $1,035,840 $1,658,310 $1,524,284 $1,184,548 $859,093 $0 $3,689,872 $12,919,915 $22,871,861
Phase 13 Phase 14 Phase 15 Phase 16Phase 9 Phase 10 Phase 11 Phase 12
TOTAL
Page 9 of 9
LIBERTY HILLS
OPINION OF PROBABLE COST
LAND USE SUMMARY
APRIL 26, 2024
PHASE
1 2 3 4 5 6 7 8 Thornton TOTAL
Total SF Lots 285 210 121 116 190 156 326 58 418 1,880
Gross Acreage 78.40 55.30 31.25 43.36 50.48 65.45 74.90 23.08 96.79 519.01
SF Net Acreage 61.67 44.14 23.90 35.21 38.88 53.69 60.40 19.46 78.42 415.78
Page 1 of 20
DIVISION Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL
CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849 $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $10,206,504
WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,539 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
RETAINING WALLS $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $5,117,000
EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508 $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $219,300
AMENITIES, LANDSCAPE, & SCREENING $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $16,609,500
MISCELLANEOUS & OTHER $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600 $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $3,289,500
SUB-TOTAL $13,384,453 $8,003,611 $5,345,094 $5,966,809 $8,130,693 $8,674,943 $10,630,579 $3,848,289 $13,070,820 $77,055,102 $9,443,977 $4,175,479 $2,492,050 $2,561,821 $3,399,653 $6,823,902 $5,373,472 $1,171,450 $11,101,088 $46,542,892
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING $1,338,445 $800,361 $534,509 $596,681 $813,069 $867,494 $1,063,058 $384,829 $1,307,082 $7,705,510 $944,398 $417,548 $249,205 $256,182 $339,965 $682,390 $537,347 $117,145 $1,110,109 $4,654,289
CONSTRUCTION MANAGEMENT $234,228 $140,063 $93,539 $104,419 $142,287 $151,812 $186,035 $67,345 $228,739 $1,348,464 $165,270 $73,071 $43,611 $44,832 $59,494 $119,418 $94,036 $20,500 $194,269 $814,501
CITY FEES $26,769 $16,007 $10,690 $11,934 $16,261 $17,350 $21,261 $7,697 $26,142 $154,110 $18,888 $8,351 $4,984 $5,124 $6,799 $13,648 $10,747 $2,343 $22,202 $93,086
MISCELLANEOUS & CONTINGENCY $2,007,668 $1,200,542 $801,764 $895,021 $1,219,604 $1,301,241 $1,594,587 $577,243 $1,960,623 $11,558,265 $1,416,596 $626,322 $373,808 $384,273 $509,948 $1,364,780 $806,021 $175,718 $1,665,163 $6,981,434
TOTAL $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $97,821,690 $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $59,086,201
DIVISION Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL
CLEARING & EXCAVATION $360,267 $126,287 $479,963 $0 $93,005 $53,146 $30,633 $0 $280,914 $1,143,301 $59,894 $132,050 $54,185 $0 $54,843 $0 $176,753 $278,205 $755,929
WATER $1,425,123 $374,021 $1,422,797 $157,700 $368,387 $494,666 $301,157 $0 $859,299 $4,543,849 $0 $7,875 $384,216 $15,750 $15,750 $0 $31,500 $2,903,894 $3,358,985
SEWER $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752 $0 $585,113 $0 $842,772 $0 $0 $0 $1,634,147 $3,062,031
STORM SEWER $67,091 $54,904 $822,192 $108,675 $136,369 $60,711 $113,337 $0 $571,972 $1,363,279 $41,244 $82,488 $308,805 $0 $20,475 $0 $149,142 $578,167 $1,180,321
STREET PAVING $2,473,861 $1,012,667 $12,642,554 $551,392 $1,019,048 $430,297 $322,235 $0 $2,887,347 $18,452,055 $586,356 $286,495 $429,216 $0 $474,175 $0 $2,506,186 $4,645,180 $8,927,607
RETAINING WALLS $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $206,200 $15,500 $26,200 $22,925 $22,925 $22,925 $0 $42,975 $58,275 $211,725
AMENITIES, LANDSCAPE, & SCREENING $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
MISCELLANEOUS & OTHER $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $442,650 $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600
SUB-TOTAL $4,457,817 $2,183,080 $15,533,832 $895,941 $1,685,934 $1,108,669 $838,812 $0 $4,758,037 $30,039,325 $815,943 $1,306,270 $1,200,696 $933,082 $676,718 $0 $2,906,555 $10,177,168 $18,016,433
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING $445,782 $218,308 $1,553,383 $89,594 $168,593 $110,867 $83,881 $0 $475,804 $3,003,933 $81,594 $130,627 $120,070 $93,308 $67,672 $0 $290,656 $1,017,717 $1,801,643
CONSTRUCTION MANAGEMENT $78,012 $38,204 $155,338 $15,679 $29,504 $19,402 $14,679 $0 $83,266 $525,688 $14,279 $22,860 $21,012 $16,329 $11,843 $0 $50,865 $178,100 $315,288
CITY FEES $8,916 $4,366 $31,068 $1,792 $3,372 $2,217 $1,678 $0 $9,516 $60,079 $1,632 $2,613 $2,401 $1,866 $1,353 $0 $5,813 $20,354 $36,033
MISCELLANEOUS & CONTINGENCY $668,673 $327,462 $2,330,075 $134,391 $252,890 $166,300 $125,822 $0 $713,706 $4,505,899 $122,391 $195,941 $180,104 $139,962 $101,508 $0 $435,983 $1,526,575 $2,702,465
TOTAL $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $38,134,923 $1,035,840 $1,658,310 $1,524,284 $1,184,548 $859,093 $0 $3,689,872 $12,919,915 $22,871,861
SINGLE FAMILY SUMMARY
COST TYPE Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL
DIRECT PUBLIC $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $81,228,284
MAJOR PUBLIC $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $33,784,333
PRIVATE $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $45,334,565
TOTAL $34,639,890 $18,232,775 $29,552,951 $11,964,492 $16,778,066 $21,424,435 $21,382,015 $6,372,558 $36,726,565 $160,347,183
LIBERTY HILLS
OPINION OF PROBABLE COST
APRIL 26, 2024
MAJOR PUBLIC
DIRECT PUBLIC
MAJOR PUBLIC
PRIVATE
Page 2 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MARCH 6, 2025
LIBERTY HILLS
OPINION OF PROBABLE COST
APRIL 26, 2024
OPC NOTES, ASSUMPTIONS, QUALIFICATIONS, ETC.
General
1. Private improvements include onsite developer costs (ie. lot grading, retaining walls, amenities and landscape).
2. Direct Public improvements include the cost of public infrastructure within each Phase (ie. Streets, sidewalks, water, sewer, storm drain and paving).
3. Major Public improvements include the cost of public infrastructure outside of each Phase required for the construction of each phase.
4. This estimate is based on the concept plan prepared by Kimley-Horn dated October 2023.
5. This OPC was prepared without the benefit of detailed design, studies, or geotecehnical information and is subject to change as additional information becomes available.
6. This OPC does not include land costs, land maintenance, taxes, HOA support, legal financing, maketing, etc.
7. Park fees are not included and are assumed to be paid at time of building permit.
8. This OPC assumes general costs for landscape improvements and screening walls. It does not include detailed costs for amenity center, park improvements, sports fields, etc. Allocations should be verified by the end user.
9. Users of this OPC should contact suppliers or contractors for unit price inquiries that match their construction timing.
10. Unit prices are subject to market conditions and may vary from this OPC.
11. Inflation is not factored in this OPC.
12. Professional fees included are for budgeting purposes only and do not constitute a proposal. Fees are subject to change, and the % of cost assumptions may vary.
13. Budgeting by line item, sections, or division should be avoided. OPC line item costs are less accurate than section / division subtotals, and seection /division subtotals are less accurate than the total proejct cost.
14. Costs associated with the ongoing operations and managment of a PID are not included.
15. The limits of downstream flooding, based on a dam breach, are preliminary and subject to change based on a detailed dam breach analysis.
Grading
1. A detailed grading study was not available. Average earthwork values and retaining wall costs are based on similar projects.
2. A final geotechnical study was not available.
3. The extent of moisture conditioning is based on similar projects in the vicinity and not on a thurough geotechnical analysis.
4. Unit prices do not reflect rock excavation, however should be confirmed with final geotechnical study.
5. This OPC is based on Type A lot drainge, with the exception of lots backing to existing creeks.
Water
1. The property is located within the City of Anna's water CCN.
2. All water lines are assumed to be 8" unless otherwise shown.
3. Major water line sizes were obtained from the City of Anna's Water Master Plan.
4. Water lines include all fittings, tees, crosses and other appurtenances.
5. Fire hydrant assembly includes all fittings, tees and valves.
6. Assumes all waterliens are less than 8' deep.
7. This OPC was prepared without the benefit of a water model.
Sewer
1. The property is located within the City of Anna's sewer CCN.
2. The property will be serviced by the City of Anna's future WWTP and downstream gravity sewer collector.
3. The project will extend sewer to the City limits lines for extension by the City of Van Alstyne.
4. Major sewer line sizes were obtained from the City of Anna's Sewer Master Plan.
Storm Drainage
1. A final drainage study was not available for the preparation of this OPC.
2. Pipe sizes have been approximated using estimated drainage areas.
3. Assumes detention basins will be constructed with each respective phase.
4. Final detention basin sizing may affect final lot count.
Paving
1. A final geotechnical study was not available. Pavement thicknesses are based on similar projects and are subject to change.
2. Sidewalk sizes are based on proposed development standards.
3. This OPC assumes that DR Horton is constructing the east half of Buddy Hayes Parkway with the accompanying water, sewer and storm drain improvments.
4. This OPC assumes that the project will be responsible for the construction of the south 3 lanes of Mantua Parkway only.
5. Bridge and major culvert sizes are approximate and subject to change based on the findings of a final draiange analysis.
Page 3 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL
NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880
GROSS AC.78 55 31 43 50 65 75 23 97 519
A. ROADWAY CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 16.7 $25,102 11.2 $16,735 7.3 $11,019 8.2 $12,231 11.6 $17,397 11.8 $17,638 14.5 $21,749 3.6 $5,425 18.4 $27,555 103.2 $154,852
UNCLASSIFIED EXCAVATION (2 VF / SF) CY $3.50 53,996 $188,987 35,999 $125,995 23,704 $82,965 26,310 $92,085 37,423 $130,981 37,942 $132,798 46,785 $163,747 11,670 $40,846 59,274 $207,459 333,103 $1,165,862
4' MOISTURE CONDITIONING CY $3.75 107,992.4 $404,972 71,997.3 $269,990 47,408.3 $177,781 52,620.0 $197,325 74,846.2 $280,673 75,884.7 $284,568 93,569.6 $350,886 23,340.6 $87,527 118,547.7 $444,554 666,207.0 $2,498,276
SAWCUT AND REMOVE EXISTING AC PAVEMENT SF $6.50 89,292.0 $580,398 0.0 $0 0.0 $0 7,720.0 $50,180 0.0 $0 0.0 $0 0.0 $0 0.0 $0 3,900 $25,350 100,912 $655,928
TESTING CY $0.30 53,996 $16,199 35,999 $10,800 23,704 $7,111 26,310 $7,893 37,423 $11,227 37,942 $11,383 46,785 $14,035 11,670 $3,501 59,274 $17,782 333,103 $99,931
TOTAL CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849
B. WATER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" P.V.C. WATERLINE LF $60.00 15,100 $906,000 9,530 $571,800 4,260 $255,600 7,670 $460,200 7,720 $463,200 8,750 $525,000 12,750 $765,000 3,690 $221,400 16,184 $971,040 85,654 $5,139,240
12" P.V.C. WATERLINE LF $110.00 0 $0 0 $0 2,100 $231,000 0 $0 2,010 $221,100 1,420 $156,200 0 $0 0 $0 0 $0 5,530 $608,300
8" GATE VALVE EA $2,800.00 53 $148,400 31 $86,800 12 $33,600 23 $64,400 23 $64,400 26 $72,800 36 $100,800 12 $33,600 50 $140,000 266 $744,800
12" GATE VALVE EA $7,000.00 0 $0 0 $0 5 $35,000 0 $0 7 $49,000 3 $21,000 0 $0 0 $0 0 $0 15 $105,000
2" IRRIGATION SERVICE EA $4,000.00 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 0 $0 16 $64,000
2" AMENITY CENTER SERVICE EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 1 $4,000 0 $0 0 $0 0 $0 2 $8,000
3/4" WATER SERVICE EA $1,200.00 285 $342,000 210 $252,000 121 $145,200 116 $139,200 190 $228,000 156 $187,200 326 $391,200 58 $69,600 418 $501,600 1,880 $2,256,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 29 $217,500 21 $157,500 12 $90,000 15 $112,500 20 $150,000 21 $157,500 24 $180,000 6 $45,000 30 $225,000 178 $1,335,000
TRENCH SAFETY LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184
TESTING (EXCLUDING GEOTECH) LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184
TESTING (GEOTECH) LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184
BONDS % 2.00% $1,671,200 $33,424 $1,104,690 $22,094 $817,480 $16,350 $807,310 $16,146 $1,212,890 $24,258 $1,162,210 $23,244 $1,483,250 $29,665 $388,670 $7,773 $1,886,192 $37,724 $10,533,892 $210,678
INSPECTION FEES % 3.00% $1,671,200 $50,136 $1,104,690 $33,141 $817,480 $24,524 $807,310 $24,219 $1,212,890 $36,387 $1,162,210 $34,866 $1,483,250 $44,498 $388,670 $11,660 $1,886,192 $56,586 $10,533,892 $316,017
TOTAL WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587
C. SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
LF $60.00 11,000 $660,000 8,470 $508,200 4,410 $264,600 6,230 $373,800 7,970 $478,200 6,830 $409,800 11,990 $719,400 2,380 $142,800 15,000 $900,000 74,280 $4,456,800
LF $75.00 1,350 $101,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,350 $101,250
LF $150.00 1,300 $195,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,300 $195,000
LF $150.00 2,375 $356,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,375 $356,250
LF $60.00 0 $0 1,105 $66,300 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,105 $66,300
LF $60.00 0 $0 0 $0 970 $58,200 640 $38,400 0 $0 0 $0 0 $0 0 $0 0 $0 1,610 $96,600
4' DIAMETER MANHOLE (ALL DEPTHS) EA $10,000.00 34 $340,000 27 $270,000 15 $150,000 26 $260,000 24 $240,000 20 $200,000 35 $350,000 8 $80,000 40 $400,000 229 $2,290,000
5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 11 $176,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 11 $176,000
CLEANOUT EA $1,200.00 9 $10,800 5 $6,000 1 $1,200 2 $2,400 2 $2,400 5 $6,000 3 $3,600 0 $0 13 $15,600 40 $48,000
4" SERVICE EA $1,500.00 285 $427,500 210 $315,000 121 $181,500 116 $174,000 190 $285,000 156 $234,000 326 $489,000 58 $87,000 418 $627,000 1,880 $2,820,000
TRENCH SAFETY LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305
TESTING (EXCLUDING GEOTECH) LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305
TESTING (GEOTECH) LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305
BONDS % 2.00% $2,314,875 $46,298 $1,190,910 $23,818 $668,730 $13,375 $867,290 $17,346 $1,029,510 $20,590 $870,290 $17,406 $1,597,970 $31,959 $316,940 $6,339 $1,987,600 $39,752 $10,844,115 $216,882
INSPECTION FEES % 3.00% $2,314,875 $69,446 $1,190,910 $35,727 $668,730 $20,062 $867,290 $26,019 $1,029,510 $30,885 $870,290 $26,109 $1,597,970 $47,939 $316,940 $9,508 $1,987,600 $59,628 $10,844,115 $325,323
TOTAL SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321
Phase 2
Phase 2
Phase 2
Phase 1
Phase 1
Phase 1
Phase 5
Thornton
Thornton
ThorntonPhase 5 TOTAL
8" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
15" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
12" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
SS-P1 (15" SDR-26 P.V.C. SEWERLINE)
SS-P2 (8" SDR-26 P.V.C. SEWERLINE)
SS-P4 (8" SDR-26 P.V.C. SEWERLINE)
Phase 6
Phase 6
Phase 6
Phase 3 Phase 4
Phase 3 Phase 4
Phase 3 Phase 4
Phase 5 Phase 8
Phase 7 Phase 8
Phase 7 Phase 8
Phase 7
TOTAL
TOTAL
Page 4 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
D. STORM SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 4,460 $356,800 3,220 $257,600 2,408 $192,640 3,055 $244,400 2,959 $236,720 3,200 $256,000 3,701 $296,080 1,130 $90,400 4,330 $346,400 28,463 $2,277,040
24" RCP LF $100.00 3,810 $381,000 1,800 $180,000 1,020 $102,000 1,857 $185,700 2,368 $236,800 1,847 $184,700 2,869 $286,900 963 $96,300 2,110 $211,000 18,644 $1,864,400
30" RCP LF $125.00 1,940 $242,500 320 $40,000 298 $37,250 1,080 $135,000 1,073 $134,125 681 $85,125 1,136 $142,000 271 $33,875 1,304 $163,000 8,103 $1,012,875
36" RCP LF $165.00 430 $70,950 251 $41,415 258 $42,570 275 $45,375 72 $11,880 268 $44,220 667 $110,055 296 $48,840 1,485 $245,025 4,002 $660,330
42" RCP LF $225.00 0 $0 0 $0 0 $0 0 $188 0 $0 0 $0 766 $172,350 0 $0 910 $204,750 1,676 $377,100
48" RCP LF $270.00 0 $0 360 $97,200 0 $0 0 $0 0 $0 0 $0 133 $35,910 0 $0 0 $0 493 $133,110
54" RCP LF $340.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,380 $469,200 0 $0 0 $0 185 $62,900 1,565 $532,100
18" SLOPED END HEADWALL EA $4,000.00 2 $8,000 2 $8,000 4 $16,000 0 $0 0 $0 4 $16,000 3 $12,000 0 $0 1 $4,000 16 $64,000
24" SLOPED END HEADWALL EA $4,500.00 6 $27,000 2 $9,000 2 $9,000 0 $0 3 $13,500 2 $9,000 0 $0 0 $0 2 $9,000 17 $76,500
30" SLOPED END HEADWALL EA $5,000.00 1 $5,000 2 $10,000 0 $0 1 $5,000 2 $10,000 1 $5,000 2 $10,000 0 $0 0 $0 9 $45,000
36" SLOPED END HEADWALL EA $5,500.00 2 $11,000 1 $5,500 1 $5,500 0 $0 1 $5,500 1 $5,500 1 $5,500 1 $5,500 0 $0 8 $44,000
42" SLOPED END HEADWALL EA $6,000.00 0 $0 0 $0 0 $0 1 $6,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $6,000
48" SLOPED END HEADWALL EA $6,500.00 0 $0 1 $6,500 0 $0 0 $0 0 $0 0 $0 1 $6,500 0 $0 0 $0 2 $13,000
54" SLOPED END HEADWALL EA $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 1 $7,000 0 $0 0 $0 0 $0 1 $7,000
STANDARD 10' INLET EA $6,500.00 70 $455,000 45 $292,500 34 $221,000 42 $273,000 51 $331,500 48 $312,000 64 $416,000 20 $130,000 73 $474,500 447 $2,905,500
4' STORM MANHOLE EA $8,000.00 17 $136,000 9 $72,000 4 $32,000 11 $88,000 13 $104,000 8 $64,000 14 $112,000 4 $32,000 11 $88,000 91 $728,000
5' STORM MANHOLE EA $12,500.00 3 $37,500 2 $25,000 1 $12,500 1 $12,500 1 $12,500 1 $12,500 5 $62,500 1 $12,500 8 $100,000 23 $287,500
6' STORM MANHOLE EA $18,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 4 $72,000 0 $0 0 $0 1 $18,000 5 $90,000
RIP-RAP SY $100.00 440 $44,000 320 $32,000 280 $28,000 80 $8,000 240 $24,000 360 $36,000 280 $28,000 40 $4,000 120 $12,000 2,160 $216,000
4' X 4' TYPE Y INLET EA $7,500.00 3 $22,500 0 $0 1 $7,500 0 $0 0 $0 2 $15,000 3 $22,500 0 $0 2 $15,000 11 $82,500
DETENTION POND EA $150,000.00 4 $600,000 2 $300,000 2 $300,000 1 $150,000 2 $300,000 3 $450,000 2 $300,000 0 $0 2 $300,000 18 $2,700,000
TRENCH SAFETY LF $1.00 10,640 $10,640 5,951 $5,951 3,984 $3,984 6,267 $6,267 6,472 $6,472 5,996 $5,996 9,272 $9,272 2,660 $2,660 10,324 $10,324 61,566 $61,566
TESTING (GEOTECH) LF $1.00 10,640 $10,640 5,951 $5,951 3,984 $3,984 6,267 $6,267 6,472 $6,472 5,996 $5,996 9,272 $9,272 2,660 $2,660 10,324 $10,324 61,566 $61,566
BONDS % 2.00% $2,418,530 $48,371 $1,388,617 $27,772 $1,013,928 $20,279 $1,165,697 $23,314 $1,433,469 $28,669 $2,055,237 $41,105 $2,036,839 $40,737 $458,735 $9,175 $2,274,223 $45,484 $14,245,275 $284,906
INSPECTION FEE % 3.00% $2,418,530 $72,556 $1,388,617 $41,659 $1,013,928 $30,418 $1,165,697 $34,971 $1,433,469 $43,004 $2,055,237 $61,657 $2,036,839 $61,105 $458,735 $13,762 $2,274,223 $68,227 $14,245,275 $427,358
TOTAL STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,351
E. STREET PAVING
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
QUANTITY TOTAL
6" REINF. CONCRETE STREET PAVEMENT SY $54.00 52,754 $2,848,728 34,664 $1,871,880 23,072 $1,245,900 25,500 $1,377,024 36,270 $1,958,586 36,335 $1,962,078 44,700 $2,413,800 11,433 $617,406 55,874 $3,017,196 320,604 $17,312,598
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 55,935 $209,755 36,704 $137,640 24,433 $91,623 26,931 $100,993 38,411 $144,041 38,465 $144,244 47,391 $177,717 12,140 $45,524 59,226 $222,098 339,636 $1,273,634
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 1,119 $335,609 734 $220,223 489 $146,597 539 $161,588 768 $230,466 769 $230,790 948 $284,347 243 $72,838 1,185 $355,356 6,793 $2,037,814
10 MIL POLY SF $0.45 169,440 $76,248 114,240 $51,408 71,556 $32,200 79,632 $35,834 116,184 $52,283 121,476 $54,664 152,580 $68,661 40,632 $18,284 177,771 $79,997 1,043,511 $469,580
STREET BARRICADE EA $2,000.00 2 $4,000 0 $0 2 $4,000 0 $0 2 $4,000 2 $4,000 0 $0 0 $0 0 $0 8 $16,000
REMOVE BARRICADE AND CONNECT TO EX. STREET EA $1,500.00 0 $0 2 $3,000 0 $0 0 $0 2 $3,000 2 $3,000 1 $1,500 1 $1,500 0 $0 8 $12,000
PAVEMENT HEADER LF $35.00 62 $2,170 0 $0 62 $2,170 0 $0 62 $2,170 62 $2,170 0 $0 0 $0 0 $0 248 $8,680
BARRIER FREE PEDESTRIAN RAMP EA $2,500.00 46 $115,000 32 $80,000 15 $37,500 18 $45,000 29 $72,500 30 $75,000 38 $95,000 8 $20,000 89 $222,500 305 $762,500
STREET SIGN EA $1,000.00 25 $25,000 15 $15,000 7 $7,000 16 $16,000 16 $16,000 21 $21,000 18 $18,000 6 $6,000 33 $33,000 157 $157,000
STOP SIGN EA $500.00 24 $12,000 16 $8,000 7 $3,500 10 $5,000 12 $6,000 17 $8,500 18 $9,000 4 $2,000 27 $13,500 135 $67,500
5' CONCRETE SIDEWALK LF $45.00 28,240 $1,270,800 17,260 $776,700 9,886 $444,870 13,272 $597,240 17,534 $789,030 17,536 $789,120 25,430 $1,144,350 6,772 $304,740 29,839 $1,342,755 165,769 $7,459,605
10' CONCRETE TRAIL LF $85.00 0 $0 1,780 $151,300 2,040 $173,400 0 $0 1,830 $155,550 2,710 $230,350 0 $0 0 $0 0 $0 8,360 $710,600
BRIDGE B6 (ASSUMES 50 FT WIDTH) LF $5,000.00 0 $0 0 $0 0 0 $0 0 $0 0 0 $0 250 $1,250,000 $0 $0 $250 $1,250,000
BONDS % 2.00% $4,899,310 $97,986 $3,315,151 $66,303 $2,188,760 $43,775 $2,338,679 $46,774 $3,433,626 $68,673 $3,524,916 $70,498 $4,212,375 $84,248 $1,088,292 $21,766 $5,286,401 $105,728 $30,287,511 $605,750
INSPECTION FEE % 3.00% $4,899,310 $146,979 $3,315,151 $99,455 $2,188,760 $65,663 $2,338,679 $70,160 $3,433,626 $103,009 $3,524,916 $105,747 $4,212,375 $126,371 $1,088,292 $32,649 $5,286,401 $158,592 $30,287,511 $908,625
TOTAL STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886
F. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 9 $90,000
SILT FENCE LF $2.00 10,180 $20,360 8,490 $16,980 5,100 $10,200 5,880 $11,760 6,800 $13,600 11,050 $22,100 8,800 $17,600 4,510 $9,020 5,400 $10,800 66,210 $132,420
CURLEX LF $2.00 24,150 $48,300 17,950 $35,900 11,200 $22,400 13,330 $26,660 17,960 $35,920 18,260 $36,520 23,740 $47,480 6,000 $12,000 29,629 $59,258 162,219 $324,438
INLET PROTECTION EA $175.00 73 $12,775 45 $7,875 35 $6,125 42 $7,350 51 $8,925 50 $8,750 67 $11,725 20 $3,500 75 $13,125 458 $80,150
CONSTRUCTION ENTRANCE EA $3,500.00 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 9 $31,500
TOTAL EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508
Phase 1
Phase 2
Phase 2
Phase 2 Phase 6
Thornton
Thornton
Phase 5
Phase 5
Phase 4Phase 1
Phase 3
Phase 6 Phase 8
Phase 7 Phase 8
Phase 7 Phase 8
Phase 7
Thornton
Phase 4
Phase 3 Phase 4
TOTAL
Phase 1
Phase 5 Phase 6Phase 3 TOTAL
TOTAL
Page 5 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
G. MISCELLANEOUS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $4,000.00 33 $132,000 26 $104,000 14 $56,000 19 $76,000 26 $104,000 26 $104,000 30 $120,000 10 $40,000 38 $152,000 222 $888,000
4" PVC UTILITY SLEEVE LF $15.00 2,000 $30,000 1,400 $21,000 1,100 $16,500 1,100 $16,500 1,400 $21,000 1,800 $27,000 1,600 $24,000 600 $9,000 2,040 $30,600 13,040 $195,600
FINAL GEOTECHNICAL REPORT LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000
TOTAL MISCELLANEOUS $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600
SUMMARY - DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
A. CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849
B. WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587
C. SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321
D. STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,351
E. STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886
F. EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508
G. MISCELLANEOUS $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600
SUB-TOTAL $13,384,453 $8,003,611 $5,345,094 $5,966,809 $8,130,693 $8,674,943 $10,630,579 $3,848,289 $13,070,820 $77,055,102
SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $1,338,445 $800,361 $534,509 $596,681 $813,069 $867,494 $1,063,058 $384,829 $1,307,082 $7,705,510
CONSTRUCTION MANAGEMENT (1.75%) $234,228 $140,063 $93,539 $104,419 $142,287 $151,812 $186,035 $67,345 $228,739 $1,348,464
CITY FEES (0.2%) $26,769 $16,007 $10,690 $11,934 $16,261 $17,350 $21,261 $7,697 $26,142 $154,110
MISCELLANEOUS & CONTINGENCY (15%) $2,007,668 $1,200,542 $801,764 $895,021 $1,219,604 $1,301,241 $1,594,587 $577,243 $1,960,623 $11,558,265
TOTAL DIRECT PUBLIC IMPROVEMENTS COST $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $97,821,452
Phase 3 Phase 4
TOTALPhase 5 Phase 6 Phase 7 Phase 8Phase 1
Phase 2
Phase 2
Phase 1 Phase 4Phase 3 Phase 6Phase 5 Thornton
Thornton
TOTALPhase 8Phase 7
Page 6 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thronton TOTAL
NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880
GROSS AC.78 55 31 43 50 65 75 23 97 519
A. CLEARING & EXCAVATION
A.1 CLEARING & EXCAVATION - MANTUA PARKWAY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 12.6 $18,965 0.0 $0 2.5 $3,675 0.0 $0 0.0 $0 0.0 $0 3.3 $4,875 18.3 $27,515
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 40,796 $142,787 0 $0 7,905 $27,669 0 $0 0 $0 0.00 $0 10,487 $36,703 59,188.3 $207,159
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 81,593 $305,972 0 $0 15,811 $59,290 0 $0 0 $0 0 $0 20,973 $78,650 118,376.6 $443,912
TESTING CY $0.30 0 $0 0 $0 40,796 $12,239 0 $0 7,905 $2,372 0 $0 0 $0 0 $0 10,487 $3,146 59,188.3 $17,756
TOTAL CLEARING & EXCAVATION - MANTUA PKWY $0 $0 $479,963 $0 $93,005 $0 $0 $0 $123,374 $696,343
A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 5.8 $8,762 1.9 $2,847 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 7.7 $11,609
UNCLASSIFIED EXCAVATION CY $3.50 18,848 $65,969 6,124 $21,436 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 24,972.8 $87,405
4' MOISTURE CONDITIONING CY $3.75 37,697 $141,363 12,249 $45,933 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 49,945.6 $187,296
TESTING CY $0.30 18,848 $5,655 6,124 $1,837 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 24,972.8 $7,492
TOTAL CLEARING & EXCAVATION - STANDRIDGE PKWY $221,749 $72,053 $0 $0 $0 $0 $0 $0 $0 $293,802
A.3 CLEARING & EXCAVATION - ROSAMOND PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.7 $1,069 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.7 $1,069
UNCLASSIFIED EXCAVATION CY $3.50 2,300 $8,051 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,300.4 $8,051
4' MOISTURE CONDITIONING CY $3.75 4,601 $17,253 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,600.7 $17,253
TESTING CY $0.30 2,300 $690 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,300.4 $690
TOTAL CLEARING & EXCAVATION - ROSAMOND PKWY $27,064 $0 $0 $0 $0 $0 $0 $0 $0 $27,064
A.4 CLEARING & EXCAVATION - COUNTY ROAD 289
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 2.8 $4,185 2.8 $4,185
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,002 $31,508 9,002.4 $31,508
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 18,005 $67,518 18,004.8 $67,518
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,002 $2,701 9,002.4 $2,701
TOTAL CLEARING & EXCAVATION - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $105,912 $105,912
A.5 CLEARING & EXCAVATION - COUNTY ROAD 290
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,100 0.8 $1,210 0.0 $0 1.4 $2,040 3.6 $5,350
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 4,517 $15,811 2,604 $9,113 0 $0 4,388 $15,359 11,509.4 $40,283
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 9,035 $33,880 5,208 $19,528 0 $0 8,777 $32,912 23,018.8 $86,320
TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 4,517 $1,355 2,604 $781 0 $0 4,388 $1,316 11,509.4 $3,453
TOTAL CLEARING & EXCAVATION - COUNTY ROAD 290 $0 $0 $0 $0 $0 $53,146 $30,633 $0 $51,627 $135,406
TOTAL
Phase 1
Phase 6 Phase 7
Phase 2 Phase 3 Phase 4
TOTAL
Phase 8
Phase 8
Phase 8Phase 5 Phase 6 Phase 7
Phase 4
Phase 5 Phase 6 Phase 7
Phase 5Phase 2 Phase 3
Phase 4 TOTAL
TOTAL
TOTAL
Phase 5 Phase 6 Phase 7
Phase 1
Phase 1
Phase 8
Thornton
Thornton
Thornton
Thornton
Thornton
Phase 8
Phase 3 Phase 4
Phase 1 Phase 2 Phase 3
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7
Phase 2
Page 7 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
A.6 CLEARING & EXCAVATION - ROAD A
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 1.4 $2,076 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,076
UNCLASSIFIED EXCAVATION CY $3.50 4,465 $15,629 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,465.4 $15,629
4' MOISTURE CONDITIONING CY $3.75 8,931 $33,491 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,930.8 $33,491
TESTING CY $0.30 4,465 $1,340 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,465.4 $1,340
TOTAL CLEARING & EXCAVATION - ROAD A $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535
A.7 CLEARING & EXCAVATION - ROAD B
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 1.4 $2,143 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,143
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 4,610 $16,134 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,609.8 $16,134
4' MOISTURE CONDITIONING CY $3.75 0 $0 9,220 $34,573 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,219.6 $34,573
TESTING CY $0.30 0 $0 4,610 $1,383 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,609.8 $1,383
TOTAL CLEARING & EXCAVATION - ROAD B $0 $54,233 $0 $0 $0 $0 $0 $0 $0 $54,233
A.8 CLEARING & EXCAVATION - ROAD C
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 1.9 $2,870 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.9 $2,870
UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 6,175 $21,612 0 $0 0 $0 0 $0 0 $0 0 $0 6,174.7 $21,612
4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 12,349 $46,311 0 $0 0 $0 0 $0 0 $0 0 $0 12,349.5 $46,311
TESTING CY $0.30 0 $0 0 $0 0 $0 6,175 $1,852 0 $0 0 $0 0 $0 0 $0 0 $0 6,174.7 $1,852
TOTAL CLEARING & EXCAVATION - ROAD C $0 $0 $0 $72,645 $0 $0 $0 $0 $0 $72,645
A.9 CLEARING & EXCAVATION - ROAD E
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $1,500.00 0.2 $252 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.2 $252
UNCLASSIFIED EXCAVATION CY $3.50 543 $1,899 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 542.7 $1,899
4' MOISTURE CONDITIONING CY $3.75 1,085 $4,070 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,085.3 $4,070
TESTING CY $0.30 543 $163 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 542.7 $163
TOTAL CLEARING & EXCAVATION - ROAD E $6,384 $0 $0 $0 $0 $0 $0 $0 $0 $6,384
Phase 7 Phase 8
Phase 5 Phase 6
Phase 4 Phase 5 Phase 6
Phase 7 Phase 8
TOTAL
TOTAL
Phase 1 Phase 7
Phase 1
Phase 3
Phase 3Phase 1
Phase 1
Phase 2 Phase 3
Phase 6Phase 4 Phase 5
Phase 4 Phase 5 Phase 6
Phase 4
Phase 7
TOTAL
TOTAL
Phase 8
Phase 8
Phase 2
Thornton
Thornton
Thornton
Thornton
Phase 2
Phase 2
Phase 3
Page 8 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
B. WATER
B.1 WATER - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 6,396 $959,400 0 $0 1,710 $256,500 0 $0 0 $0 0 $0 2,220 $333,000 10,326.0 $1,548,900
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 15 $375,000 0 $0 3 $75,000 0 $0 0 $0 0 $0 5 $125,000 23.0 $575,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 8 $60,000 0 $0 4 $30,000 0 $0 0 $0 0 $0 5 $37,500 17.0 $127,500
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 2.0 $10,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326
BONDS % 2.00% $0 $0 $0 $0 $84,188 $1,684 $0 $0 $35,130 $703 $0 $0 $0 $0 $0 $0 $507,160 $10,143 626,478.0 $12,530
INSPECTION FEE % 3.00% $0 $0 $0 $0 $84,188 $2,526 $0 $0 $35,130 $1,054 $0 $0 $0 $0 $0 $0 $507,160 $15,215 626,478.0 $18,794
TOTAL WATER - MANTUA PKWY $0 $0 $1,422,797 $0 $368,387 $0 $0 $0 $532,518 $2,323,702
B.2 WATER - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 4,660 $699,000 1,160 $174,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $873,000
16" BUTTERFLY VALVE EA $25,000.00 13 $325,000 2 $50,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 15.0 $375,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 6 $45,000 2 $15,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8.0 $60,000
REMOVE EXISTING WATERLINE LS $25,000.00 1 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $25,000
TRENCH SAFETY LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820
TESTING (EXCLUDING GEOTECH) LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820
TESTING (GEOTECH) LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820
BONDS % 2.00% $1,107,980 $22,160 $242,480 $4,850 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 1,350,460.0 $27,009
INSPECTION FEE % 3.00% $1,107,980 $33,239 $242,480 $7,274 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 1,350,460.0 $40,514
TOTAL WATER - STANDRIDGE PKWY $1,163,379 $254,604 $0 $0 $0 $0 $0 $0 $0 $1,417,983
B.3 WATER - ROSAMOND PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 570 $85,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $85,500
16" BUTTERFLY VALVE EA $25,000.00 1 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $25,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500
CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
TRENCH SAFETY LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570
TESTING (EXCLUDING GEOTECH) LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570
TESTING (GEOTECH) LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570
BONDS % 2.00% $124,710 $2,494 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 124,710.0 $2,494
INSPECTION FEE % 3.00% $124,710 $3,741 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 124,710.0 $3,741
TOTAL WATER - ROSAMOND PKWY $130,946 $0 $0 $0 $0 $0 $0 $0 $0 $130,946
TOTAL
Phase 8Phase 7Phase 6
TOTALPhase 2 Phase 3 (K to L)
Phase 3Phase 2 (G to H)
Phase 2
Phase 5 (L to N) Phase 6 Phase 7Phase 1 Phase 8 Thornton
Phase 1 (B to G)
Phase 1 (A to B)
Phase 4
TOTAL
Phase 8
Phase 5
Phase 3 Phase 4 Phase 5 Phase 6
Phase 4
Phase 7
Thornton
Thornton
Page 9 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
B.4 WATER - COUNTY ROAD 289
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
12" P.V.C. WATERLINE LF $110.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $213,400 1,940.0 $213,400
12" GATE VALVE EA $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 6 $42,000 6.0 $42,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 6 $45,000 6.0 $45,000
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $311,220 $6,224 311,220.0 $6,224
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $311,220 $9,337 311,220.0 $9,337
TOTAL WATER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $326,781 $326,781
B.5 WATER - COUNTY ROAD 290
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $280,500 1,172 $175,800 0 $0 0 $0 3,042.0 $456,300
16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 6 $150,000 3 $75,000 0 $0 0 $0 9.0 $225,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 4 $30,000 3 $22,500 0 $0 0 $0 7.0 $52,500
CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 2 $10,000 0 $0 0 $0 3.0 $15,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $471,110 $9,422 $286,816 $5,736 $0 $0 $0 $0 757,926.0 $15,159
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $471,110 $14,133 $286,816 $8,604 $0 $0 $0 $0 757,926.0 $22,738
TOTAL WATER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $494,666 $301,157 $0 $0 $795,822
B.6 WATER - ROAD A
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
12" P.V.C. WATERLINE LF $110.00 670 $73,700 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $73,700
12" GATE VALVE EA $7,000.00 3 $21,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $21,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500
CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
TRENCH SAFETY LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670
TESTING (EXCLUDING GEOTECH) LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670
TESTING (GEOTECH) LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670
BONDS % 2.00% $109,210 $2,184 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 109,210.0 $2,184
INSPECTION FEE % 3.00% $109,210 $3,276 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 109,210.0 $3,276
TOTAL WATER - ROAD A $114,671 $0 $0 $0 $0 $0 $0 $0 $0 $114,671
B.7 WATER - ROAD B
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
12" P.V.C. WATERLINE LF $110.00 0 $0 710 $78,100 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $78,100
12" GATE VALVE EA $7,000.00 0 $0 3 $21,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $21,000
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500
CONNECT TO EXISTING EA $5,000.00 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
TRENCH SAFETY LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710
TESTING (GEOTECH) LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710
BONDS % 2.00% $0 $0 $113,730 $2,275 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 113,730.0 $2,275
INSPECTION FEE % 3.00% $0 $0 $113,730 $3,412 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 113,730.0 $3,412
TOTAL WATER - ROAD B $0 $119,417 $0 $0 $0 $0 $0 $0 $0 $119,417
Phase 2Phase 1 (E to F)
TOTAL
TOTALPhase 8
Phase 5 TOTAL
Thornton TOTALPhase 5 Phase 6 Phase 7 Phase 8
Phase 1 Phase 2 Phase 3
Phase 1 Phase 2 (H to I) Phase 3
Phase 1 Phase 3
Phase 3
Phase 2 Phase 4 Phase 5
Phase 6 (N to P) Phase 7 (P to Q)
Phase 4
Phase 4 Phase 5 Phase 6
Phase 4 Thornton
Phase 8 Thorton (W to X)
Phase 7
Phase 6 Phase 7
Thornton
Phase 8
Page 10 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
B.8 WATER - ROAD C
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" P.V.C. WATERLINE LF $60.00 0 $0 0 $0 0 $0 1,730 $103,800 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $103,800
8" GATE VALVE EA $2,800.00 0 $0 0 $0 0 $0 4 $11,200 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $11,200
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 4 $30,000 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $30,000
TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $150,190 $3,004 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 150,190.0 $3,004
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $150,190 $4,506 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 150,190.0 $4,506
TOTAL WATER - ROAD C $0 $0 $0 $157,700 $0 $0 $0 $0 $0 $157,700
B.9 WATER - ROAD E
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" P.V.C. WATERLINE LF $60.00 120 $7,200 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $7,200
8" GATE VALVE EA $2,800.00 1 $2,800 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $2,800
FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
TRENCH SAFETY LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120
TESTING (EXCLUDING GEOTECH) LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120
TESTING (GEOTECH) LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120
BONDS % 2.00% $15,360 $307 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 15,360.0 $307
INSPECTION FEE % 3.00% $15,360 $461 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 15,360.0 $461
TOTAL WATER - ROAD E $16,128 $0 $0 $0 $0 $0 $0 $0 $0 $16,128
C. SANITARY SEWER
C.1 SANITARY SEWER - M6
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
LF $350.00 0 $0 1,310 $458,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $458,500
5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 4 $64,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $64,000
TRENCH SAFETY LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310
TESTING (GEOTECH) LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310
BONDS % 2.00% $0 $0 $526,430 $10,529 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 526,430.0 $10,529
INSPECTION FEE % 3.00% $0 $0 $526,430 $15,793 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 526,430.0 $15,793
TOTAL SANITARY SEWER - M6 $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752
24" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)
Phase 2
Phase 2
TOTAL
TOTAL
Thornton
Thornton
Phase 1 Phase 2 Phase 3
Phase 1
Phase 1 (C to D) Phase 5 Phase 6 Phase 7Phase 3
TOTAL
Phase 4 Phase 5 Phase 6Phase 3
Phase 4
Phase 4 (L to M)
Phase 8
Phase 5 Phase 6 Phase 7 Phase 8
Phase 8
ThorntonPhase 7
Page 11 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
D. STORM SEWER
D.1 STORM SEWER - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 3,010 $240,800 0 $0 560 $44,800 0 $0 0 $0 0 $0 405 $32,400 3,975.0 $318,000
24" RCP LF $100.00 0 $0 0 $0 1,450 $145,000 0 $0 465 $46,500 0 $0 0 $0 0 $0 470 $47,000 2,385.0 $238,500
30" RCP LF $125.00 0 $0 0 $0 70 $8,750 0 $0 0 $0 0 $0 0 $0 0 $0 510 $63,750 580.0 $72,500
36" RCP LF $165.00 0 $0 0 $0 25 $4,125 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 25.0 $4,125
42" RCP LF $225.00 0 $0 0 $0 150 $33,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 150.0 $33,750
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 3.0 $12,000
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 3 $13,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $13,500
30" SLOPED END HEADWALL EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000
42" SLOPED END HEADWALL EA $6,000.00 0 $0 0 $0 1 $6,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $6,000
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 19 $123,500 0 $0 3 $19,500 0 $0 0 $0 0 $0 5 $32,500 27.0 $175,500
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 9 $72,000 0 $0 2 $16,000 0 $0 0 $0 0 $0 4 $32,000 15.0 $120,000
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 1 $12,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $12,500
CULVERT C4 LS $100,000.00 0 $0 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115
BONDS % 2.00% $0 $0 $0 $0 $783,040 $15,661 $0 $0 $129,875 $2,598 $0 $0 $0 $0 $0 $0 $219,805 $4,396 1,132,720.0 $22,654
INSPECTION FEE % 3.00% $0 $0 $0 $0 $783,040 $23,491 $0 $0 $129,875 $3,896 $0 $0 $0 $0 $0 $0 $219,805 $6,594 1,132,720.0 $33,982
TOTAL STORM SEWER - MANTUA PKWY $0 $0 $822,192 $0 $136,369 $0 $0 $0 $230,795 $1,189,356
D.2 STORM SEWER - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 1,900 $152,000 345 $27,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,245.0 $179,600
24" RCP LF $100.00 1,340 $134,000 250 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,590.0 $159,000
30" RCP LF $125.00 460 $57,500 50 $6,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 510.0 $63,750
18" SLOPED END HEADWALL EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $4,000
30" SLOPED END HEADWALL EA $5,000.00 1 $5,000 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $10,000
STANDARD 10' INLET EA $6,500.00 10 $65,000 4 $26,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14.0 $91,000
4' STORM MANHOLE EA $8,000.00 4 $32,000 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5.0 $40,000
CULVERT C1 LS $100,000.00 1 $100,000 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000
CULVERT C2 LS $100,000.00 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000
STORM DRAIN TRENCH SAFETY LF $1.00 3,700 $3,700 645 $645 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $4,345
TESTING (EXCLUDING GEOTECH) LF $1.00 3,700 $3,700 645 $645 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $4,345
TESTING (GEOTECH) LF $0.00 3,700 $0 645 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $0
BONDS % 2.00% $556,900 $11,138 $199,140 $3,983 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 756,040.0 $15,121
INSPECTION FEE % 3.00% $556,900 $16,707 $199,140 $5,974 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 756,040.0 $22,681
TOTAL STORM SEWER - STANDRIDGE PKWY $584,745 $209,097 $0 $0 $0 $0 $0 $0 $0 $793,842
TOTAL
TOTALPhase 5 Phase 8Phase 1 Phase 3 Phase 4
Phase 1
Phase 2
Phase 2
Phase 7
Phase 8Phase 4Phase 3 Phase 5 Phase 6 Phase 7
Phase 6
Thornton
Thornton
Page 12 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
D.3 STORM SEWER - ROSAMOND PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 70 $5,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70.0 $5,600
24" RCP LF $100.00 110 $11,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110.0 $11,000
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STANDARD 10' INLET EA $6,500.00 1 $6,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $6,500
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
BONDS % 2.00% $23,100 $462 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 23,100.0 $462
INSPECTION FEE % 3.00% $23,100 $693 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 23,100.0 $693
TOTAL STORM SEWER - ROSAMOND PKWY $24,255 $0 $0 $0 $0 $0 $0 $0 $0 $24,255
D.4 STORM SEWER - COUNTY ROAD 289
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $44,000 550.0 $44,000
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 470 $47,000 470.0 $47,000
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 2.0 $8,000
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 1.0 $4,500
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5 $32,500 5.0 $32,500
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 145,650 $2,913 145,650.0 $2,913
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 145,650 $4,370 145,650.0 $4,370
TOTAL STORM SEWER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $152,933 $152,933
D.5 STORM SEWER - COUNTY ROAD 290
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $43,200 810 $64,800 0 $0 80 $6,400 1,430.0 $114,400
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70 $7,000 0 $0 0 $0 70.0 $7,000
30" RCP LF $125.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 730 $91,250 730.0 $91,250
36" RCP LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70 $11,550 70.0 $11,550
54" RCP LF $340.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 80 $27,200 80.0 $27,200
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 0 $0 0 $0 1.0 $4,500
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2 $13,000 0 $0 3 $19,500 7.0 $45,500
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $16,000 0 $0 1 $8,000 3.0 $24,000
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $12,500 1.0 $12,500
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $57,820 $1,156 $107,940 $2,159 $0 $0 $179,280 $3,586 345,040.0 $6,901
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $57,820 $1,735 $107,940 $3,238 $0 $0 $179,280 $5,378 345,040.0 $10,351
TOTAL STORM SEWER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $60,711 $113,337 $0 $188,244 $362,292
TOTAL
TOTAL
TOTALPhase 3 Phase 4 Phase 5 Phase 6 Phase 7
Phase 8
Phase 8
Phase 8
Thornton
Phase 1
Phase 4 Phase 5 Phase 6 Phase 7Phase 1 Phase 2 Phase 3
Phase 2
Thornton
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7
Thornton
Page 13 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
D.6 STORM SEWER - ROAD A
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 95 $7,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $7,600
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
18" SLOPED END HEADWALL EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $4,000
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STANDARD 10' INLET EA $6,500.00 2 $13,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $13,000
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STORM DRAIN TRENCH SAFETY LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95
TESTING (EXCLUDING GEOTECH) LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95
TESTING (GEOTECH) LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95
BONDS % 2.00% $24,885 $498 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 24,885.0 $498
INSPECTION FEE % 3.00% $24,885 $747 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 24,885.0 $747
TOTAL STORM SEWER - ROAD A $26,129 $0 $0 $0 $0 $0 $0 $0 $0 $26,129
D.7 STORM SEWER - ROAD B
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 320 $25,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 320.0 $25,600
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STANDARD 10' INLET EA $6,500.00 0 $0 2 $13,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $13,000
4' STORM MANHOLE EA $8,000.00 0 $0 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $8,000
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
BONDS % 2.00% $0 $0 $46,600 $932 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 46,600.0 $932
INSPECTION FEE % 3.00% $0 $0 $46,600 $1,398 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 46,600.0 $1,398
TOTAL STORM SEWER - ROAD B $0 $48,930 $0 $0 $0 $0 $0 $0 $0 $48,930
D.8 STORM SEWER - ROAD C
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 0 $0 0 $0 0 $0 950 $76,000 0 $0 0 $0 0 $0 0 $0 0 $0 950.0 $76,000
24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 3 $19,500 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $19,500
4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $8,000
5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $103,500 $2,070 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 103,500.0 $2,070
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $103,500 $3,105 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 103,500.0 $3,105
TOTAL STORM SEWER - ROAD C $0 $0 $0 $108,675 $0 $0 $0 $0 $0 $108,675
TOTAL
ThorntonPhase 5 Phase 6 Phase 7 Phase 8
Phase 8
Phase 2 Phase 3
Phase 1 Phase 2 Phase 3
Phase 1
Phase 6 Phase 7
Thornton
Phase 4
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8
TOTAL
TOTAL
ThorntonPhase 4 Phase 5
Page 14 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
E. PAVEMENT
E.1 PAVEMENT - MANTUA PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 38,156 $3,052,498 0 $0 8,130 $650,391 0 $0 0 $0 0 $0 10,251 $820,053 56,536.8 $4,522,942
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 40,446 $151,671 0 $0 8,618 $32,316 0 $0 0 $0 0 $0 10,866 $40,746 59,929.0 $224,734
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 809 $242,674 0 $0 172 $51,706 0 $0 0 $0 0 $0 217 $65,194 1,198.6 $359,574
STRIPING & SIGNING LF $2.00 0 $0 0 $0 9,281.2 $18,562 0.0 $0 1,735.0 $3,470 0 $0 0 $0 0.0 $0 2230 $4,460 13,246.2 $26,492
10 MIL POLY SF $0.45 0 $0 0 $0 111,375 $50,119 0 $0 20,820 $9,369 0 $0 0 $0 0 $0 26,760 $12,042 158,954.9 $71,530
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 675 $37,125 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 675.0 $37,125
10' CONCRETE SIDEWALK LF $85.00 0 $0 0 $0 7,770 $660,450 0 $0 1735 $147,475 0 $0 0 $0 0 $0 2,230 $189,550 11,735.0 $997,475
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 1,421 $248,597 0 $0 433 $75,794 0 $0 0 $0 0 $0 433 $75,775 2,286.7 $400,167
STAMPED CONCRETE SY $100.00 0 $0 0 $0 852 $85,222 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 852.2 $85,222
PAVEMENT HEADER LF $35.00 0 $0 0 $0 46 $1,610 0 $0 0 $0 0 $0 0 $0 0 $0 139 $4,865 185.0 $6,475
STREET BARRICADE EA $2,000.00 0 $0 0 $0 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $2,000 2.0 $4,000
BRIDGE B1 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 750 $5,250,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 750.0 $5,250,000
BRIDGE B2 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 160 $1,120,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 160.0 $1,120,000
BRIDGE B3 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 160 $1,120,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 160.0 $1,120,000
BONDS % 2.00% $0 $0 $0 $0 $12,040,528 $240,811 $0 $0 $970,522 $19,410 $0 $0 $0 $0 $0 $0 $1,214,686 $24,294 14,225,735.9 $284,515
INSPECTION FEE % 3.00% $0 $0 $0 $0 $12,040,528 $361,216 $0 $0 $970,522 $29,116 $0 $0 $0 $0 $0 $0 $1,214,686 $36,441 14,225,735.9 $426,772
TOTAL PAVEMENT - MANTUA PKWY $0 $0 $12,642,554 $0 $1,019,048 $0 $0 $0 $1,275,420 $14,937,023
E.2 PAVEMENT - STANDRIDGE PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 14,496 $1,159,695 4,155 $332,382 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 18,651.0 $1,492,077
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 15,366 $57,622 4,404 $16,515 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 19,770.0 $74,138
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 307 $92,196 88 $26,424 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 395.4 $118,620
STRIPING & SIGNING LF $2.00 5,672.4 $11,345 1,625.8 $3,252 0.0 $0 0.0 $0 0.0 $0 0 $0 0 $0 0.0 $0 0.0 $0 7,298.2 $14,596
10 MIL POLY SF $0.45 68,069 $30,631 19,509 $8,779 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 87,578.4 $39,410
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
10' CONCRETE SIDEWALK LF $85.00 4,540 $385,900 1,140 $96,900 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,680.0 $482,800
TEMPORARY ASPHALT SY $175.00 305 $53,394 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 305.1 $53,394
STAMPED CONCRETE SY $100.00 593 $59,341 586 $58,622 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,179.6 $117,963
PAVEMENT HEADER LF $35.00 46 $1,610 46 $1,610 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 92.0 $3,220
STREET BARRICADE EA $2,000.00 1 $2,000 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $4,000
REMOVE BARRICADE AND CONNECT TO EX. STREET EA $1,500.00 0 $0 1 $1,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $1,500
BONDS % 2.00% $1,853,734 $37,075 $547,985 $10,960 $0 $0 $0 $0 $0 $0 0 $0 0 $0 $0 $0 $0 $0 2,401,718.8 $48,034
INSPECTION FEE % 3.00% $1,853,734 $55,612 $547,985 $16,440 $0 $0 $0 $0 $0 $0 0 $0 0 $0 $0 $0 $0 $0 2,401,718.8 $72,052
TOTAL PAVEMENT - STANDRIDGE PKWY $1,946,421 $575,384 $0 $0 $0 $0 $0 $0 $0 $2,521,805
E.3 PAVEMENT - ROSAMOND PKWY
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 2,773 0 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 0 0 2,772.8 $221,822
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 2,939 0 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 0 0 2,939.1 $11,022
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 59 $17,635 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 58.8 $17,635
STRIPING & SIGNING LF $2.00 674.5 $1,349 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 674.5 $1,349
10 MIL POLY SF $0.45 8,094 $3,642 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,093.5 $3,642
6' CONCRETE SIDEWALK LF $55.00 725 $39,875 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 725.0 $39,875
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
BONDS % 2.00% $62,501 $1,250 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 62,500.9 $1,250
INSPECTION FEE % 3.00% $62,501 $1,875 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 62,500.9 $1,875
TOTAL PAVEMENT - ROSAMOND PKWY $65,626 $0 $0 $0 $0 $0 $0 $0 $0 $298,470
TOTAL
TOTAL
Phase 6
Phase 8Phase 5 Phase 6 Phase 7 ThorntonPhase 2
Phase 3
Phase 1
Phase 1
Phase 1 Phase 2
Phase 2
Phase 7
Phase 7
Phase 4 Phase 8Phase 5 Phase 6Phase 3
Phase 4
TOTAL
Phase 8
Phase 3 Phase 4
Phase 5 Thornton
Thornton
Page 15 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
E.4 PAVEMENT - COUNTY ROAD 289
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,364 $749,111 9,363.9 $749,111
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,926 $37,221 9,925.7 $37,221
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 199 $59,554 198.5 $59,554
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,973 $3,946 1,973.0 $3,946
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 23,676 $10,654 23,676.0 $10,654
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,973 $108,515 1,973.0 $108,515
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 433 $75,775 433.0 $75,775
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,044,777 $20,896 1,044,777.1 $20,896
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,044,777 $31,343 1,044,777.1 $31,343
TOTAL PAVEMENT - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $1,097,016 $1,097,016
E.5 PAVEMENT - COUNTY ROAD 290
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 3,796 $303,653 2,538 $203,013 0 $0 3,959 $316,756 10,292.8 $823,422
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 4,023 $15,088 2,690 $10,087 0 $0 4,197 $15,739 10,910.3 $40,914
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 80 $24,140 54 $16,140 0 $0 84 $25,182 218.2 $65,462
STRIPING & SIGNING LF $2.00 0.0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $3,740 1,175 $2,350 0 $0 1,975 $3,950 5,020.0 $10,040
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 22,440 $10,098 14,100 $6,345 0 $0 23,700 $10,665 60,240.0 $27,108
5' CONCRETE SIDEWALK LF $45.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,022 $45,990 1,175 $52,875 0 $0 1,975 $88,875 4,172.0 $187,740
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 41 $7,097 92 $16,081 0 $0 167 $29,225 299.4 $52,403
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $409,807 $8,196 $306,891 $6,138 $0 $0 $490,391 $9,808 1,207,088.9 $24,142
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $409,807 $12,294 $306,891 $9,207 $0 $0 $490,391 $14,712 1,207,088.9 $36,213
TOTAL PAVEMENT - COUNTY ROAD 290 $0 $0 $0 $0 $0 $430,297 $322,235 $0 $514,911 $1,267,443
E.6 PAVEMENT - ROAD A
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 3,155 $252,376 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,154.7 $252,376
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 3,344 $12,540 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,344.0 $12,540
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 67 $20,064 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 66.9 $20,064
STRIPING & SIGNING LF $2.00 1,234 $2,469 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,234.4 $2,469
10 MIL POLY SF $0.45 14,813 $6,666 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14,813.4 $6,666
6' CONCRETE SIDEWALK LF $55.00 1,130 $62,150 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,130.0 $62,150
STAMPED CONCRETE SY $100.00 297 $29,670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 296.7 $29,670
BONDS % 2.00% $385,935 $7,719 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 385,935.5 $7,719
INSPECTION FEE % 3.00% $385,935 $11,578 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 385,935.5 $11,578
TOTAL PAVEMENT - ROAD A $405,232 $0 $0 $0 $0 $0 $0 $0 $0 $405,232
E.7 PAVEMENT - ROAD B
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 3,462 $276,990 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,462.4 $276,990
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 3,670 $13,763 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,670.1 $13,763
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 73 $22,021 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 73.4 $22,021
STRIPING & SIGNING LF $2.00 0 $0 1,355 $2,710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,354.8 $2,710
10 MIL POLY SF $0.45 0 $0 16,258 $7,316 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 16,258.1 $7,316
6' CONCRETE SIDEWALK LF $55.00 0 $0 1,170 $64,350 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,170.0 $64,350
STAMPED CONCRETE SY $100.00 0 $0 293 $29,311 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 293.1 $29,311
BONDS % 2.00% $0 $0 $416,460 $8,329 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 416,460.2 $8,329
INSPECTION FEE % 3.00% $0 $0 $416,460 $12,494 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 416,460.2 $12,494
TOTAL PAVEMENT - ROAD B $0 $437,283 $0 $0 $0 $0 $0 $0 $0 $437,283
TOTAL
Phase 5 TOTAL
Thornton
Thornton
Phase 8
Phase 8
Phase 8Phase 5 TOTAL
Phase 3
Thornton
ThorntonPhase 6 Phase 7
Phase 1
Phase 1 Phase 2 Phase 3 Phase 4
Phase 1 Phase 2 Phase 3 Phase 4
Phase 5 Phase 6 Phase 7Phase 2 Phase 4
Phase 6 Phase 7 Phase 8
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7
TOTAL
Page 16 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
E.8 PAVEMENT - ROAD C
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 4,663 $373,049 0 $0 0 $0 0 $0 0 $0 0 $0 4,663.1 $373,049
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 4,943 $18,536 0 $0 0 $0 0 $0 0 $0 0 $0 4,942.9 $18,536
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 99 $29,657 0 $0 0 $0 0 $0 0 $0 0 $0 98.9 $29,657
STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 1,620 $3,240 0 $0 0 $0 0 $0 0 $0 0 $0 1,620.0 $3,240
10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 19,440 $8,748 0 $0 0 $0 0 $0 0 $0 0 $0 19,440.0 $8,748
6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 1,620 $89,100 0 $0 0 $0 0 $0 0 $0 0 $0 1,620.0 $89,100
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
PAVEMENT HEADER LF $35.00 0 $0 0 $0 0 $0 23 $805 0 $0 0 $0 0 $0 0 $0 0 $0 23.0 $805
STREET BARRICADE EA $2,000.00 0 $0 0 $0 0 $0 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $2,000
BONDS % 2.00% $0 $0 $0 $0 $0 $0 $525,135 $10,503 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 525,135.1 $10,503
INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $525,135 $15,754 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 525,135.1 $15,754
TOTAL PAVEMENT - ROAD C $0 $0 $0 $551,392 $0 $0 $0 $0 $0 $551,392
E.9 PAVEMENT - ROAD E
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 501 $40,116 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 501.4 $40,116
8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 532 $1,993 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 531.5 $1,993
HYDRATED LIME FOR STREET (40#/SY) TON $300.00 11 $3,189 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10.6 $3,189
STRIPING & SIGNING LF $2.00 113 $226 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 112.8 $226
10 MIL POLY SF $0.45 1,354 $609 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,353.9 $609
6' CONCRETE SIDEWALK LF $55.00 141 $7,755 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 141.0 $7,755
TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0
BONDS % 2.00% $53,888 $1,078 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 53,887.9 $1,078
INSPECTION FEE % 3.00% $53,888 $1,617 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 53,887.9 $1,617
TOTAL PAVEMENT - ROAD E $56,582 $0 $0 $0 $0 $0 $0 $0 $0 $56,582
F. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 0 $0 1 $10,000 8.0 $80,000
CURLEX LF $2.00 10,100 $0 3,400 $0 16,300 $32,600 3,100 $6,200 1,400 $2,800 2,000 $4,000 2,400 $4,800 0 $0 12,150 $24,300 50,850.0 $101,700
SILT FENCE LF $2.00 10,100 $20,200 3,400 $6,800 16,300 $32,600 3,100 $6,200 1,400 $2,800 2,000 $4,000 2,400 $4,800 0 $0 7,065 $14,130 45,765.0 $91,530
INLET PROTECTION EA $175.00 13 $2,275 6 $1,050 19 $3,325 3 $525 3 $525 2 $350 2 $350 0 $0 13 $2,275 61.0 $10,675
TOTAL EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $283,905
G. MISCELLANEOUS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $4,000.00 5 $20,000 5 $20,000 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 3 $12,000 14.0 $56,000
MEDIAN SOD SF $2.00 8,800 $17,600 9,600 $19,200 8,800 $17,600 0 $0 0 $0 0 $0 0 $0 0 $0 19,900 $39,800 47,100.0 $94,200
4" UTILITY SLEEVES LF $15.00 760 $11,400 360 $5,400 1,080 $16,200 350 $5,250 200 $3,000 100 $1,500 100 $1,500 0 $0 400 $6,000 3,350.0 $50,250
EXISTING FRANCHISE UTILITY RELOCATION ALLOWANCE LS $50,000.00 1 $50,000 0 $0 1 $50,000 1 $50,000 1 $50,000 1 $50,000 1 $50,000 0 $0 1 $50,000 7.0 $350,000
TOTAL MISCELLANEOUS $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $550,450
Phase 5 Phase 6
Phase 5 Phase 6 Phase 7
Phase 8
Phase 8
TOTAL
Phase 2 Phase 3
Phase 7 Phase 8
TOTAL
Phase 4 TOTAL
TOTAL
Phase 5 Thornton
Thornton
Phase 5 Thornton
Thornton
Phase 6 Phase 7
Phase 8Phase 4
Phase 1 Phase 2 Phase 3 Phase 4
Phase 1
Phase 1
Phase 1 Phase 2 Phase 3 Phase 6 Phase 7
Phase 2 Phase 3 Phase 4
Page 17 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
SUMMARY - MAJOR PUBLIC IMPROVEMENTS
A.1 CLEARING & EXCAVATION - MANTUA PARKWAY $0 $0 $479,963 $0 $93,005 $0 $0 $0 $123,374 $696,343
A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY $221,749 $72,053 $0 $0 $0 $0 $0 $0 $0 $293,802
A.3 CLEARING & EXCAVATION - ROSAMOND PKWY $27,064 $0 $0 $0 $0 $0 $0 $0 $0 $27,064
A.4 CLEARING & EXCAVATION - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $105,912 $0
A.5 CLEARING & EXCAVATION - COUNTY ROAD 290 $0 $0 $0 $0 $0 $53,146 $30,633 $0 $51,627 $135,406
A.6 CLEARING & EXCAVATION - ROAD A $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535
A.7 CLEARING & EXCAVATION - ROAD B $0 $54,233 $0 $0 $0 $0 $0 $0 $0 $54,233
A.8 CLEARING & EXCAVATION - ROAD C $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535
A.9 CLEARING & EXCAVATION - ROAD E $6,384 $0 $0 $0 $0 $0 $0 $0 $0 $6,384
B.1 WATER - MANTUA PKWY $0 $0 $1,422,797 $0 $368,387 $0 $0 $0 $532,518 $2,323,702
B.2 WATER - STANDRIDGE PKWY $1,163,379 $254,604 $0 $0 $0 $0 $0 $0 $0 $1,417,983
B.3 WATER - ROSAMOND PKWY $130,946 $0 $0 $0 $0 $0 $0 $0 $0 $130,946
B.4 WATER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $326,781 $0
B.5 WATER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $494,666 $301,157 $0 $0 $795,822
B.6 WATER - ROAD A $114,671 $0 $0 $0 $0 $0 $0 $0 $0 $114,671
B.7 WATER - ROAD B $0 $119,417 $0 $0 $0 $0 $0 $0 $0 $119,417
B.8 WATER - ROAD C $0 $0 $0 $157,700 $0 $0 $0 $0 $0 $157,700
B.9 WATER - ROAD E $16,128 $0 $0 $0 $0 $0 $0 $0 $0 $16,128
C.1 SANITARY SEWER - M6 $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752
D.1 STORM SEWER - MANTUA PKWY $0 $0 $822,192 $0 $136,369 $0 $0 $0 $230,795 $1,189,356
D.2 STORM SEWER - STANDRIDGE PKWY $16,707 $5,974 $0 $0 $0 $0 $0 $0 $0 $22,681
D.3 STORM SEWER - ROSAMOND PKWY $24,255 $0 $0 $0 $0 $0 $0 $0 $0 $24,255
D.4 STORM SEWER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $152,933 $0
D.5 STORM SEWER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $60,711 $113,337 $0 $188,244 $362,292
D.6 STORM SEWER - ROAD A $26,129 $0 $0 $0 $0 $0 $0 $0 $0 $26,129
D.7 STORM SEWER - ROAD B $0 $48,930 $0 $0 $0 $0 $0 $0 $0 $48,930
D.8 STORM SEWER - ROAD C $0 $0 $0 $108,675 $0 $0 $0 $0 $0 $108,675
E.1 PAVEMENT - MANTUA PKWY $0 $0 $12,642,554 $0 $1,019,048 $0 $0 $0 $1,275,420 $14,937,023
E.2 PAVEMENT - STANDRIDGE PKWY $1,946,421 $575,384 $0 $0 $0 $0 $0 $0 $0 $2,521,805
E.3 PAVEMENT - ROSAMOND PKWY $65,626 $0 $0 $0 $0 $0 $0 $0 $0 $298,470
E.4 PAVEMENT - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $1,097,016 $0
E.5 PAVEMENT - COUNTY ROAD 290 $0 $0 $0 $0 $0 $430,297 $322,235 $0 $514,911 $1,267,443
E.6 PAVEMENT - ROAD A $405,232 $0 $0 $0 $0 $0 $0 $0 $0 $405,232
E.7 PAVEMENT - ROAD B $0 $437,283 $0 $0 $0 $0 $0 $0 $0 $437,283
E.8 PAVEMENT - ROAD C $0 $0 $0 $551,392 $0 $0 $0 $0 $0 $551,392
E.9 PAVEMENT - ROAD E $56,582 $0 $0 $0 $0 $0 $0 $0 $0 $56,582
F. EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $283,905
G. MISCELLANEOUS $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $550,450
SUB-TOTAL $4,457,817 $2,183,080 $15,533,832 $895,941 $1,685,934 $1,108,669 $838,812 $0 $4,758,037 $30,039,325
SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $445,782 $218,308 $1,553,383 $89,594 $168,593 $110,867 $83,881 $0 $475,804 $3,003,933
CONSTRUCTION MANAGEMENT (1.75%) $78,012 $38,204 $155,338 $15,679 $29,504 $19,402 $14,679 $0 $83,266 $525,688
CITY FEES (0.2%) $8,916 $4,366 $31,068 $1,792 $3,372 $2,217 $1,678 $0 $9,516 $60,079
MISCELLANEOUS & CONTINGENCY (15%) $668,673 $327,462 $2,330,075 $134,391 $252,890 $166,300 $125,822 $0 $713,706 $4,505,899
TOTAL MAJOR PUBLIC IMPROVEMENT COST $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $38,134,923
TOTALPhase 5 Phase 6 Phase 7 Phase 8 ThorntonPhase 1 Phase 2 Phase 3 Phase 4
Page 18 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
PRIVATE IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL
NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880
GROSS AC.78 55 31 43 50 65 75 23 97 519
A. CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING (LOTS & OPEN SPACE) AC $1,200.00 62 $73,999 44 $52,972 24 $28,684 35 $42,247 39 $46,658 54 $64,429 60 $72,481 19 $23,356 78 $94,104 416 $498,931
UNCLASSIFIED EXCAVATION (2 VF/SF) CY $3.50 198,974 $696,411 142,436 $498,526 77,129 $269,952 113,598 $397,594 125,459 $439,107 173,243 $606,350 194,893 $682,124 62,801 $219,804 253,035 $885,623 1,341,569 $4,695,491
ROUGH LOT GRADING EA $200.00 285 $57,000 210 $42,000 121 $24,200 116 $23,200 190 $38,000 156 $31,200 326 $65,200 58 $11,600 418 $83,600 1,880 $376,000
FINAL LOT GRADING EA $175.00 285 $49,875 210 $36,750 121 $21,175 116 $20,300 190 $33,250 156 $27,300 326 $57,050 58 $10,150 418 $73,150 1,880 $329,000
6' DEEP MOISTURE CONDITIONING & POLY PADS LOT $3,500.00 285 $997,500 210 $735,000 121 $423,500 116 $406,000 190 $665,000 156 $546,000 326 $1,141,000 58 $203,000 418 $1,463,000 1,880 $6,580,000
TESTING CY $0.30 198,974 $59,692 142,436 $42,731 77,129 $23,139 113,598 $34,079 125,459 $37,638 173,243 $51,973 194,893 $58,468 62,801 $18,840 253,035 $75,911 1,341,569 $402,471
TOTAL CLEARING & EXCAVATION $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $12,881,892
B. RETAINING WALLS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
RETAINING WALL ALLOWANCE LOT $3,500.00 285 $997,500 210 $735,000 121 $423,500 116 $406,000 190 $665,000 156 $546,000 326 $1,141,000 58 $203,000 418 $1,463,000 1,880 $6,580,000
TOTAL RETAINING WALLS $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $6,580,000
C. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
EROSION CONTROL INSPECTION & MAINTENANCE LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000
TOTAL EROSION CONTROL $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $282,000
D. LANDSCAPE / AMENITIES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
6' MASONRY SCREEN WALL / COLUMNS EVERY 100 FT LF $150.00 3,980 $597,000 2,090 $313,500 1,400 $210,000 3,260 $489,000 2,730 $409,500 1,885 $282,750 1,185 $177,750 0 $0 4,420 $663,000 20,950 $3,142,500
6' ORNAMENTAL METAL FENCE LF $100.00 1,360 $136,000 5,100 $510,000 1,540 $154,000 1,350 $135,000 1,530 $153,000 1,190 $119,000 1,435 $143,500 685 $68,500 645 $64,500 14,835 $1,483,500
6' BOARD ON BOARD FENCE LF $100.00 1,850 $185,000 0 $0 0 $0 0 $0 1,265 $126,500 0 $0 3,025 $302,500 2,740 $274,000 1,970 $197,000 10,850 $1,085,000
10' CONCRETE TRAIL LF $75.00 0 $0 0 $0 580 $43,500 0 $0 0 $0 1,260 $94,500 0 $0 0 $0 0 $0 1,840 $138,000
PRIMARY ENTRY FEATURE LS $125,000.00 2 $250,000 1 $125,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $125,000 4 $500,000
SECONDARY ENTRY FEATURE LS $80,000.00 2 $160,000 1 $80,000 1 $80,000 1 $80,000 1 $80,000 1 $80,000 0 $0 0 $0 2 $160,000 9 $720,000
AMENITY CENTER LS $4,000,000.00 1 $4,000,000 0 $0 0 $0 0 $0 0 $0 1 $4,000,000 0 $0 0 $0 1 $4,000,000 3 $12,000,000
POCKET PARK LS $250,000.00 2 $500,000 2 $500,000 2 $500,000 1 $250,000 1 $250,000 0 $0 3 $750,000 0 $0 3 $750,000 14 $3,500,000
TOTAL AMENITIES, LANDSCAPE, & SCREENING $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $22,569,000
E. MISCELLANEOUS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
MAILBOX CLUSTER UNITS LOT $300.00 285 $85,500 210 $63,000 121 $36,300 116 $34,800 190 $57,000 156 $46,800 326 $97,800 58 $17,400 418 $125,400 1,880 $564,000
FRANCHISE - ELECTRIC ALLOWANCE LOT $1,200.00 285 $342,000 210 $252,000 121 $145,200 116 $139,200 190 $228,000 156 $187,200 326 $391,200 58 $69,600 418 $501,600 1,880 $2,256,000
FRANCHISE - GAS ALLOWANCE LOT $500.00 285 $142,500 210 $105,000 121 $60,500 116 $58,000 190 $95,000 156 $78,000 326 $163,000 58 $29,000 418 $209,000 1,880 $940,000
FINAL GEOTECH TESTING LOT $100.00 285 $28,500 210 $21,000 121 $12,100 116 $11,600 190 $19,000 156 $15,600 326 $32,600 58 $5,800 418 $41,800 1,880 $188,000
FINAL GEOTECH REPORT LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000
TOTAL MISCELLANEOUS $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $4,230,000
TOTALPhase 5 Phase 6 Phase 8
Phase 5 Phase 6 Phase 7
TOTALPhase 8
Phase 7 Thornton
Phase 1 Phase 5 Phase 6 Phase 7Phase 2 Phase 3 Phase 4
Phase 7
Phase 5 Phase 6 Phase 7
TOTALPhase 8 Thornton
Thorton
Thornton
Phase 1
Phase 1
Phase 1
Phase 1
TOTAL
Phase 2 Phase 3 Phase 4
TOTAL
Phase 5 Phase 6Phase 2 Phase 3 Phase 4 Phase 8
Phase 8
Phase 2 Phase 3 Phase 4 Thornton
Phase 2 Phase 3 Phase 4
Page 19 of 20
LIBERTY HILLS
OPINION OF PROBABLE COST
PRIVATE IMPROVEMENTS (SINGLE FAMILY PHASES)
APRIL 26, 2024
SUMMARY - PRIVATE IMPROVEMENTS
A. CLEARING & EXCAVATION $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $12,881,892
B. RETAINING WALLS $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $6,580,000
C. EROSION CONTROL $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $282,000
D. LANDSCAPE / AMENITIES $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $22,569,000
E. MISCELLANEOUS $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $4,230,000
SUB-TOTAL $9,443,977 $4,175,479 $2,492,050 $2,561,821 $3,399,653 $6,823,902 $5,373,472 $1,171,450 $11,101,088 $46,542,892
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING (10%) $944,398 $417,548 $249,205 $256,182 $339,965 $682,390 $537,347 $117,145 $1,110,109 $4,654,289
CONSTRUCTION MANAGEMENT (1.75%) $165,270 $73,071 $43,611 $44,832 $59,494 $119,418 $94,036 $20,500 $194,269 $814,501
CITY FEES (0.2%) $18,888 $8,351 $4,984 $5,124 $6,799 $13,648 $10,747 $2,343 $22,202 $93,086
MISCELLANEOUS & CONTINGENCY (15%) $1,416,596 $626,322 $373,808 $384,273 $509,948 $1,364,780 $806,021 $175,718 $1,665,163 $6,981,434
TOTAL PRIVATE IMPROVEMENTS COST $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $59,086,201
TOTALPhase 5 Phase 6 Phase 7 Phase 8Phase 1 Phase 2 Phase 3 Phase 4 Thornton
Page 20 of 20
EXHIBIT F
Original Agreement
EXHIBIT G-1
On-Site Sewer
CONNECT TO EX.
CITY OF ANNA SS
(STUB SEWER)
SIPHON UNDER
CREEK
SS-M1SS-P1 SS-P2SS-P4
SS
-
M
2 SS-M3SS-M5SS-
M
6 SS-M7SS
-
M
8
SS-M9
15"48"48"48"8"42"42"
24"
15"
1
5
"15"12"18"18"1
8
"42"15"15"SS-M48"LS 6" FM
24"48"MANT
UA PK
WY
MANTUA PKWY
STANDRIDGE BLVDROAD A
ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVD12"
PHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE 14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
12"COLLINMCKINNEYPKWYUS HWY 7524"S
S
-M
7
SS-M98"MANTUA PKWY CR 371
CR 289THORNTON
LIBERTY HILLS ONSITE SEWER
SCALE: NTS
NORTH
(APPROX
DIST. = 1 MILE)
EXHIBIT G-1
EXHIBIT G-2
Off-Site Sewer
CONNECT TO EX.
CITY OF ANNA SS
(STUB SEWER)SS-M1SS-P1 SS-P2SS-P4
SS
-
M
2 SS-M3SS-M5SS-
M
6 SS-M7SS
-
M
8
SS-M9
15"48"48"48"8"42"42"
24"
15"
1
5
"15"12"18"18"1
8
"42"15"15"SS-M48"LS 6" FM
24"48"MANT
UA PK
WY
MANTUA PKWY
STANDRIDGE BLVDROAD A
ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVD12"
PHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE 14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
12"COLLINMCKINNEYPKWYUS HWY 7524"S
S
-M
7
SS-M98"MANTUA PKWY CR 371
CR 289THORNTON
LIBERTY HILLS OFFSITE SEWER
SCALE: NTS
NORTH
(APPROX
DIST. = 1 MILE)
EXHIBIT G-2
SS-M1 -48"
SS-M2 -48"
SS-M3 -42"
SS-M4 -15"
SS-M5 -42"
SS-M6 21"24"
SS-M7 12"18"
SS-M8 15"15"
SS-M9 12"12"
SS-P1 15"15"
SS-P2 8"8"
SS-P4 8"8"
LINE DEVELOPER CITY M.P.
SEWER LINE OVERSIZING
DEVELOPER SEWER
CITY SEWER
EXHIBIT H-1
On-Site Water
MANT
UA PK
WY
MANTUA PKWY
STANDRIDGE BLVDROAD A
ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVDPHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE
14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
BUDDY HAYES BLVDCOLLINMCKINNEYPKWYUS HWY 75THORNTON
CR 289MANTUA PKWY CR 371
16"
16"16"16"
16"
16"16"8"16"12"16"16"16"16"16"16"16"AB
CD
E F
H
I
J
K
L
M
N
O
P
Q
R S
U
T
V
12"12"8"
G
W
X
16"12"Y
Z8"
LIBERTY HILLS ONSITE WATER
SCALE: NTS
NORTH
ROSAMOND PKWY
EXHIBIT H-1
NOTE:
·ALL ONSITE WATER LINES ARE 8"
·FIRE HYDRANT PLACEMENT PER
CITY OF ANNA STANDARDS
EXHIBIT H-2
Off-Site Water
16"
16"16"16"
16"
16"16"8"16"12"16"16"16"16"16"16"16"MANT
UA PK
WY
MANTUA PKWY
STANDRIDGE BLVDROAD A
ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVDPHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE
14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
BUDDY HAYES BLVDAB
CD
E F
H
I
J
K
L
M
N
O
P
Q
R S
U
T
V
12"16"8"COLLINMCKINNEYPKWYUS HWY 75G
THORNTON
CR 289W
X
16"12"MANTUA PKWY CR 371 16"Y
Z8"EX. 12"EX. 12"EX. 12"LIBERTY HILLS OFFSITE WATER
SCALE: NTS
NORTH
ROSAMOND PKWY
EXHIBIT H-2
A-B 16"16"
B-C 16"16"
C-D 8"8"
C-E 16"16"
E-F 12"12"
E-G 16"16"
G-H 16"16"
H-I 12"12"
H-J 16"16"
J-K 16"30"*
J-L 16"30"*
K-R 16"30"*
L-M 8"8"
L-N 16"30"*
N-O 16"16"
N-W 16"24"*
O-P 16"16"
P-Q 16"16"
R-S 16"36"*
S-U 16"36"*
S-T 8"16"
U-V 16"16"
W-X 12"12"
Y-Z 8"8"
LINE DEVELOPER CITY M.P.LINE DEVELOPER CITY M.P.
WATER LINE OVERSIZING
*LINE WILL NOT BE OVERSIZED BY THE DEVELOPER. CITY OF ANNA TO
BUILD PARALLEL WATER LINE IN THE FUTURE.
EXHIBIT I
Major Roadway Improvements
PHASE 2
PHASE 1
PHASE 4
PHASE 3
PHASE 5
PHASE 6
PHASE 7
PHASE 9
PHASE 10
PHASE 11
PHASE 12
PHASE 13
PHASE
14
PHASE 15
PHASE 16
PHASE 8
PHASE
10
PHASE
16
STANDRIDGE BLVDROAD B
ROAD A ROAD DBUDDY HAYES BLVDROAD CMANT
U
A
P
K
W
Y
MANTUA PKWY
ROAD E
MANTUA PKWY
CR 290BUDDY HAYES BLVDUS HWY 75COLLINMCKINNEYPKWYCR 289THORNTON
CR 371
LIBERTY HILLS
ONSITE/OFFSITE ROADWAY
SCALE: NTS
NORTH
BRIDGE B1
BRIDGE B2
BRIDGE B3
BRIDGE B5
BRIDGE B4
BRIDGE B6
EXHIBIT I
ROSAMOND PKWY
EXHIBIT J
Trail and Open Space Improvements
LIBERTY HILLS - ANNA, TEXASJANUARY 2024
TRAILS AND OPEN SPACE LAYOUT - EXHIBIT G
0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(13.8 AC)
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
FIRE STATION (4.1 AC)
EXISTING GOLF
(22.1 AC)
(22.9 AC)
(12.8 AC)
(11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
(2.6 AC)
AMENITY CENTER
LEGEND:
10’ CONCRETE TRAIL
10’ CONCRETE TRAIL (BY OTHERS)
GOLF EXTENSION
EXISTING
LAKE
OPEN
SPACE
EXISTING GOLF
EXISTING
LAKE
LEGEND:
10’ CONCRETE TRAIL
10’ CONCRETE TRAIL (BY OTHERS)
GOLF EXTENSION
0’
Scale: 1”= 400’
800’1600’400’US-75 NUS-75 NUS-75 N0’
Scale: 1”= 400’
800’1600’400’
(1.8 AC)
(5.2 AC)
(6.5 AC)
(28.8 AC)
(25.5 AC)
EXISTING
LAKE
(8.8 AC)
OPEN
SPACE
(13.8 AC)
(22.1 AC)
(8.47 AC)
(17.0 AC)
(44.0 AC)
EXISTING GOLF
(33.1 AC)
(20.0 AC)
(40.0 AC)
(25.5 AC)
(5.3 AC)
(5.8 AC)
(51.3 AC)
(65.2 AC)
(15.0 AC)
(14.4 AC)
(31.8 AC)
(15.8 AC)
(52.8 AC)
(16.1 AC)
EXISTING
LAKE
EXISTING GOLF
(22.1 AC)
(22.9 AC)
(12.8 AC)
(11.0 AC)
(53.1 AC)
(8.65 AC)
(2.3 AC)
LEGEND:
10’ CONCRETE TRAIL
10’ CONCRETE TRAIL (BY OTHERS)
GOLF EXTENSION
EXISTING
LAKE
OPEN
SPACE
EXISTING GOLF
EXISTING
LAKE
LEGEND:
10’ CONCRETE TRAIL
10’ CONCRETE TRAIL (BY OTHERS)
GOLF EXTENSION
0’
Scale: 1”= 400’
800’1600’400’US-75 NUS-75 NUS-75 N ROSAMOND
CROSSING
J
EXHIBIT K
PID Financial Summary
City of Anna, Texas For illustration purposes only
Liberty Hills Public Improvement District
PROPOSED DEVELOPMENT PLAN
Expected Expected Expected Expected
Finished Lot Build Out Finished Build Out
Category No. of Units Unit Value Unit Value Lots Value Value
SF 40'535 88,000$ 500,000$ 47,080,000$ 267,500,000$
SF 50'751 110,000 565,000 82,610,000 424,315,000
SF 60'536 132,000 620,000 70,752,000 332,320,000
SF 70'58 154,000 650,000 8,932,000 37,700,000
1,880 209,374,000$ 1,061,835,000$
Single Family Unit Weighted Average…............................$111,369 $564,806
Notes:
Information provided by the Developer on 5/9/2024. Subject to change.
TOTAL LIBERTY HILLS IMPROVEMENT DISTRICT
Hilltop Securities Inc.Page 1 of 5 5/9/2024
City of Anna, Texas For illustration purposes only
Liberty Hills Public Improvement District
PROJECT DEBT CAPACITY SUMMARY
PID BONDS
SOURCES OF FUNDS
Estimated Par Amount of Bonds 172,387,000$
Total Sources of Funds 172,387,000$
USES OF FUNDS
Project Fund (Bond Proceeds PID Projects)143,415,605$
Capitalized Interest Fund(1)-
Debt Service Reserve Fund(2)13,630,935
Financing Costs & Admin Fees(3)15,340,460
Total Uses of Funds 172,387,000$
Expected Value-to-Lien per Parcel at Bond Issuance(4)1.21x
Assumed Bond Interest Rate(5)6.50%
Average Annual Installment as Tax Rate Equivalent $1.3499
Less: TIRZ Adjustment as Tax Rate Equivalent(6)($0.2554)
Net Average Annual Installment as Tax Rate Equivalent $1.0946
Term of Bonds 30 years
City TIRZ Participation Rate as % of Tax Rate 50%
Number of Benefited Units 1,880
PID Assessment per Benefited Unit $91,695
Project Funds per Benefited Unit $76,285
City PID Fee per SF Unit ($1,700)
Net Project Funds per Benefited Unit $74,585
Notes:
(1) Assumes no use of capitalized interest, subject to change. Use of Cap-I reduces project funds
generated through bond proceeds.
(2) Assumes to be the max annual debt service payment. Not to exceed 10% of par amount of bonds
or 125% of average annual debt service payment.
(3) For illustration and discussion purposes only; subject to change.
(4) Assumes no appraisal discounts for illustration purposes only; subject to change.
(5) For illustration purposes only; subject to change at any time.
(6) Including TIRZ admin expense.
Hilltop Securities Inc.Page 2 of 5 5/9/2024
City of Anna, Texas For illustration purposes only
Liberty Hills Public Improvement District
PROJECTED TAX STATEMENT
Tax Tax Tax Tax
2023 Levy on Levy on Levy on Levy on
Tax $500,000 $565,000 $620,000 $650,000
Rate 40' Home 50' Home 60' Home 70' Home
City of Anna $ 0.5107 2,553.59$ 2,885.55$ 3,166.45$ 3,319.66$
Collin County 0.1493 746.72 843.79 925.93 970.73
Collin County Community College District 0.0812 406.10 458.89 503.56 527.93
Anna Independent School District 1.2575 6,287.50 7,104.88 7,796.50 8,173.75
Total Tax Rate 1.9988$ 9,993.90$ 11,293.11$ 12,392.44$ 12,992.07$
GROSS Avg. Annual Installment as a Tax Rate Equivalent/Levy(1)1.3499$ 6,749.74$ 7,627.21$ 8,369.68$ 8,774.67$
Total GROSS Overlapping Tax Rate Equivalent/Levy plus Special Assessment 3.3487$ 16,743.64$ 18,920.32$ 20,762.12$ 21,766.74$
Projected TIRZ Credit as Tax Rate Equivalent/Levy (2)(0.2554)$ (1,276.79)$ (1,442.78)$ (1,583.22)$ (1,659.83)$
Total Overlapping Tax Rate Equivalent/Levy after Projected TIRZ Credit 3.0934$ 15,466.85$ 17,477.54$ 19,178.89$ 20,106.91$
Net Avg. Annual Installment as Tax Rate Equivalent/Levy 1.0946$ 5,472.95$ 6,184.43$ 6,786.46$ 7,114.84$
(1) Inclusive of principal, interest, additonal interest and admin levies. Not to exceed $1.35 per Development Agreement.
(2) TIRZ credit calculation as a tax rate equivalent includes the budgeted TIRZ Admin Expense.
Projected Tax Statement
Hilltop Securities Inc.Page 3 of 5 5/9/2024
City of Anna, Texas For illustration purposes only
Liberty Hills Public Improvement District
PID BONDS DEBT CAPACITY - 50% CITY TIRZ
Total Levy TIRZ Share Net PID Levy
Additional as GROSS as NET as
Bond Interest Administrative TOTAL Tax Rate Bond PID TIRZ Tax Rate PID Tax Rate
Year Principal Interest(1) Levy(2) Levy(3)LEVY Equivalent Year LEVY CREDIT Equivalent LEVY Equivalent
1 1,907,000$ 11,205,155$ 861,935$ 360,000$ 14,334,090$ 1.3499$ 1 14,334,090$ 2,711,486$ 0.2554$ 11,622,604$ 1.0946$
2 2,033,000 11,081,200 852,400 367,200 14,333,800 1.3499 2 14,333,800 2,711,486 0.2554 11,622,314 1.0945
3 2,168,000 10,949,055 842,235 374,544 14,333,834 1.3499 3 14,333,834 2,711,486 0.2554 11,622,348 1.0946
4 2,313,000 10,808,135 831,395 382,035 14,334,565 1.3500 4 14,334,565 2,711,486 0.2554 11,623,079 1.0946
5 2,467,000 10,657,790 819,830 389,676 14,334,296 1.3500 5 14,334,296 2,711,486 0.2554 11,622,810 1.0946
6 2,632,000 10,497,435 807,495 397,469 14,334,399 1.3500 6 14,334,399 2,711,486 0.2554 11,622,913 1.0946
7 2,808,000 10,326,355 794,335 405,418 14,334,108 1.3499 7 14,334,108 2,711,486 0.2554 11,622,623 1.0946
8 2,997,000 10,143,835 780,295 413,527 14,334,657 1.3500 8 14,334,657 2,711,486 0.2554 11,623,171 1.0946
9 3,198,000 9,949,030 765,310 421,797 14,334,137 1.3499 9 14,334,137 2,711,486 0.2554 11,622,651 1.0946
10 3,413,000 9,741,160 749,320 430,233 14,333,713 1.3499 10 14,333,713 2,711,486 0.2554 11,622,227 1.0945
11 3,644,000 9,519,315 732,255 438,838 14,334,408 1.3500 11 14,334,408 2,711,486 0.2554 11,622,922 1.0946
12 3,890,000 9,282,455 714,035 447,615 14,334,105 1.3499 12 14,334,105 2,711,486 0.2554 11,622,619 1.0946
13 4,154,000 9,029,605 694,585 456,567 14,334,757 1.3500 13 14,334,757 2,711,486 0.2554 11,623,271 1.0946
14 4,435,000 8,759,595 673,815 465,698 14,334,108 1.3499 14 14,334,108 2,711,486 0.2554 11,622,622 1.0946
15 4,736,000 8,471,320 651,640 475,012 14,333,972 1.3499 15 14,333,972 2,711,486 0.2554 11,622,486 1.0946
16 5,058,000 8,163,480 627,960 484,513 14,333,953 1.3499 16 14,333,953 2,711,486 0.2554 11,622,467 1.0946
17 5,403,000 7,834,710 602,670 494,203 14,334,583 1.3500 17 14,334,583 2,711,486 0.2554 11,623,097 1.0946
18 5,771,000 7,483,515 575,655 504,087 14,334,257 1.3500 18 14,334,257 2,711,486 0.2554 11,622,771 1.0946
19 6,165,000 7,108,400 546,800 514,169 14,334,369 1.3500 19 14,334,369 2,711,486 0.2554 11,622,883 1.0946
20 6,586,000 6,707,675 515,975 524,452 14,334,102 1.3499 20 14,334,102 2,711,486 0.2554 11,622,616 1.0946
21 7,037,000 6,279,585 483,045 534,941 14,334,571 1.3500 21 14,334,571 2,711,486 0.2554 11,623,085 1.0946
22 7,519,000 5,822,180 447,860 545,640 14,334,680 1.3500 22 14,334,680 2,711,486 0.2554 11,623,194 1.0946
23 8,034,000 5,333,445 410,265 556,553 14,334,263 1.3500 23 14,334,263 2,711,486 0.2554 11,622,777 1.0946
24 8,585,000 4,811,235 370,095 567,684 14,334,014 1.3499 24 14,334,014 2,711,486 0.2554 11,622,528 1.0946
25 9,175,000 4,253,210 327,170 579,037 14,334,417 1.3500 25 14,334,417 2,711,486 0.2554 11,622,931 1.0946
26 9,805,000 3,656,835 281,295 590,618 14,333,748 1.3499 26 14,333,748 2,711,486 0.2554 11,622,262 1.0945
27 10,480,000 3,019,510 232,270 602,431 14,334,211 1.3499 27 14,334,211 2,711,486 0.2554 11,622,725 1.0946
28 11,202,000 2,338,310 179,870 614,479 14,334,659 1.3500 28 14,334,659 2,711,486 0.2554 11,623,173 1.0946
29 11,973,000 1,610,180 123,860 626,769 14,333,809 1.3499 29 14,333,809 2,711,486 0.2554 11,622,323 1.0946
30 12,799,000 831,935 63,995 639,304 14,334,234 1.3499 30 14,334,234 2,711,486 0.2554 11,622,748 1.0946
172,387,000$ 225,675,645$ 17,359,665$ 14,604,509$ 430,026,819$ 430,026,819$ 81,344,578$ 348,682,241$
(1) Assumes an interest rate of 6.50% for discussion purposes only, subject to change.
(2) Calculated at 0.5% of outstanding bonds.
(3) For illustration purposes only, subject to change after input from PID/TIRZ Administrator. Assumes PID and TIRZ administrative expenses for six PID improvement areas/TIRZ subzones.
PID Bonds w/50% City TIRZ Enhancement
Hilltop Securities Inc.Page 4 of 5 5/9/2024
City of Anna, Texas For illustration purposes only
Liberty Hills Public Improvement District
PROJECT IMPACT ON THE CITY (AD VALOREM PROPERTY TAXES) - 50% TIRZ Scenario
50%50%
At 2023 Rate City Taxes At 2023 Rate City Taxes
Average Average Gross City Taxes Deposited in Net City Taxes Gross City Taxes Deposited in Net City Taxes
Build Out Build Out Generated TIRZ Fund Generated Generated TIRZ Fund Generated
No. of Units Unit Value Total Value per Unit per Unit per Unit at Build Out at Build Out at Build Out
Proposed Single Family Homes 1,880 $564,806 $1,061,835,000 $2,885 ($1,442)$1,442 $5,422,972 ($2,711,486)$2,711,486
Proposed Non TIRZ City Taxes Total Proposed Non TIRZ City Taxes Total
Average used for Funds for Average used for Funds for
Average Average PID Assessment PID Bonds Debt Service and PID Assessment PID Bonds Debt Service
Build Out Build Out Annual Installment Debt Service PID/TIRZ Admin Annual Installment Debt Service and PID Admin
No. of Units Unit Value Total Value per Unit per Unit per Unit at Build Out at Build Out at Build Out
Proposed Single Family Homes 1,880 $564,806 $1,061,835,000 $6,182 $1,442 $7,625 $11,622,741 $2,711,486 $14,334,227
Hilltop Securities Inc.Page 5 of 5 5/9/2024
Ex ti', b;k
CITY OF ANNA, TEXAS
RESOLUTION NO. 202 4— O 5— 1 b 2 1
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE LIBERTY HILLS
DEVELOPMENT AGREEMENT WITH LIBERTY 800, LP, LIBERTY 75, LP, THE
THORNTON FAMILY TRUST, JANIS REAL ESTATE, LLC, AND JAY P. AND IRENE
C. JANIS, RELATING TO DEVELOPMENT OF PROPERTY FOR A MIXED USE
DEVELOPMENT
WHEREAS, Liberty 800, LP, Liberty 75, LP, The Thomton Family Trust, Janis Real
Estate, LLC, And Jay P. And Irene C. Janis (collectively, Developer) owns or controls
approximately 1,033 acres of real property located partially in the municipal boundaries of the City,
in Collin County, Texas, (the "Property"); and
WHEREAS, the City Council and the Developer intend that the Property be developed in
accordance with the Liberty Hills Development Agreement (the "Agreement") attached hereto as
Exhibit 1;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Approval and Authority to Execute
The City Council hereby approves the Liberty Hills Development Agreement, attached hereto as
Exhibit 11 and authorizes the Mayor's execution of the same. The Mayor and/or City Manager are
hereby authorized to execute all documents and take all other actions necessary to finalize, act
under, and enforce the Agreement.
PASSED by the City Council of the Cityof Anna, Texas, on this 10 day of May 2024.
ATTESTED: * cr,a, PROVED: /
T 1913
ate Pike, Mayor
�eova.n rt� I�•u.b10 (�
IIII�I�IIIIIIIII�MII HoCollin County
Instrument Number: 2024000059345
Real Property
AGREEMENT
Recorded On: May 17, 2024 11:00 AM Number of Pages: 288
" Examined and Charged as Follows: "
Total Recording: $1169.00
*********** THIS PAGE IS PART OF THE INSTRUMENT "***..".+
Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY
because of color or race is invalid and unenforceable under federal law.
File Information:
Document Number:
Receipt Number:
2024000059345
20240517000363
Recorded Date/Time: May 17, 2024 11:00 AM
User:
Station:
Kacy M
Station 10
Record and Return To:
CITY OF ANNA
120 W 7TH ST
ANNA TX 75409
STATE OF TEXAS
Collin County
I hereby certify that this Instrument was filed in the File Number sequence on the date/time
Printed hereon, and was duly recorded in the Official Public Records of Collin County, Texas
Honorable Stacey Kemp
Collin County Clerk
Collin County, TX
ow W rl