HomeMy WebLinkAbout2025-05-27 Regular Meeting PacketAGENDA
City Council Meeting
Tuesday, May 27, 2025 @ 6:00 PM
Anna Municipal Complex - Council Chambers
120 W. 7th Street, Anna, Texas 75409
The City Council of the City of Anna will meet on Tuesday, May 27, 2025 at 6:00 PM, in the
Anna Municipal Complex – Council Chambers, located at 120 W. 7th Street, to consider the
following items.
Welcome to the City Council meeting. If you wish to speak on an Open Session agenda
item, please fill out the Opinion/Speaker Registration Form and turn it in to the City
Secretary before the meeting starts.
1.Call to Order, Roll Call, and Establishment of Quorum.
2.Invocation and Pledge of Allegiance.
3.Neighbor Comments.
At this time, any person may address the City Council regarding an item on this meeting
Agenda that is not scheduled for public hearing. Also, at this time, any person may address
the City Council regarding an item that is not on this meeting Agenda. Each person will be
allowed up to three (3) minutes to speak. No discussion or action may be taken at this
meeting on items not listed on this Agenda, other than to make statements of specific
information in response to a citizen's inquiry or to recite existing policy in response to the
inquiry.
4.Reports.
Receive reports from Staff or the City Council about items of community interest.
Items of community interest include: expression of thanks, congratulations, or condolence;
information regarding holiday schedules; an honorary or salutary recognition of a public
official, public employee, or other citizen (but not including a change in status of a person's
public office or public employment); a reminder about an upcoming event organized or
sponsored by the governing body; information regarding a social, ceremonial, or community
event organized or sponsored by an entity other than the governing body that was attended
or is scheduled to be attended by a member of the governing body or an official or
employee of the municipality; and announcements involving an imminent threat to the public
health and safety of people in the municipality that has arisen after the posting of the
Agenda.
a.Recognize Outgoing Council Member Lee Miller for his Dedication and Service
to the City of Anna. (Mayor Pro Tem Stan Carver II)
b.City Secretary to Administer Oath of Office to Newly Elected Council Members,
Kelly Herndon and Manny Singh. (City Secretary Carrie Land)
5.Consent Items.
These items consist of non-controversial or "housekeeping" items required by law.
Items may be considered individually by any Council Member making such request prior to
a motion and vote on the Consent Items.
a.Approve City Council Meeting Minutes for May 13, 2025. (City Secretary Carrie
Land)
b.Review Minutes of the March 17, 2025, and April 21, 2025, Parks and
Recreation Advisory Board Meeting. (Director of Neighborhood Services Marc
Marchand)
c.Review Monthly Financial Report for the Month Ending April 30, 2025. (Budget
Manager Terri Doby)
d.Approve a Resolution authorizing the City Manager to execute a license
agreement with Dallas Area Rapid Transit for public utility facilities crossings.
(Assistant City Manager Greg Peters, P.E.)
e.Approve an Ordinance abandoning a 20' alley deemed unnecessary for use by
the public and authorizing the Mayor to execute a Quitclaim Deed to transfer the
property to the adjacent landowner in a form approved by the City Attorney.
(Planning Manager Lauren Mecke)
f.Approve a Resolution regarding Liberty Hills, Phases 1 and 2, Preliminary Plat
(PP 25-0008) (Planning Manager Lauren Mecke)
g.Approve Resolution authorizing the City Manager to execute a Professional
Services Project Order with Project Advocates for a Survey and Plat of Slayter
Creek Park (Park Planning & Development Manager Dalan Walker )
h.Approve a Resolution authorizing the City Manager to execute purchase orders
in the amount not to exceed $567,000 with Garney Companies, Incorporated for
the pre-construction and procurement services required for the 4 million gallon
per day phase at the Hurricane Creek Wastewater Treatment Plant. (Assistant
City Manager Greg Peters, P.E.)
i.Approve a Resolution authorizing the City Manager to execute a project specific
agreement with Kimley-Horn Incorporated for the design and construction
phase services required for the 4 million gallon per day phase at the Hurricane
Creek Wastewater Treatment Plant. (Assistant City Manager Greg Peters, P.E.)
6.Items For Individual Consideration and Public Hearings.
At the time and place of any public hearing held during this meeting, all persons who desire
will have an opportunity to be heard in opposition to or in favor of the ordinance, application,
or other proposed item.
a.Conduct a Public Hearing/Consider/Discuss/Action on an Ordinance regarding
a request for a Specific Use Permit for a Commercial Radio, TV, or Microwave
Operations (Telecommunications) Tower on Urban Crossing, Block A, Lot 19R
(HOA Common Area Lot) (SUP 25-0003)(Planning Manager Lauren Mecke)
b.Consider/Discuss/Action on a Resolution regarding Surdukan City, Block A, Lot
1, Development Plat (DP 25-0002)(Planning Manager Lauren Mecke)
c.Consider/Discuss/Action on a Resolution approving a Development Agreement
with OPP-Oak Ridge, LP. (Director of Economic Development Bernie Parker)
d.Consider/Discuss/Action on a Resolution of the City Council of the City of Anna,
Texas, finding that a public necessity exists for the acquisition of a permanent
right of way on and under 1.25 acres of real property, a permanent sanitary
sewer easement providing limited rights on and under 0.66 acres of real
property, and a temporary construction easement providing limited rights on and
under 0.65 acres of real property more or less; authorizing the City Manager,
staff, contractors, and the city's attorneys to acquire said easements by any
lawful means, including but not limited to negotiations, and, if necessary,
proceedings in eminent domain; providing an effective date. (Assistant City
Manager Greg Peters, P.E.)
e.Consider/Discuss/Action on a Resolution accepting the FY2024 Audit. (Finance
Director Aimee Rae Ferguson)
7.Closed Session (Exceptions).
Under Tex. Gov't Code Chapter 551, the City Council may enter into Closed Session to
discuss any items listed or referenced on this Agenda under the following exceptions:
a.Consult with legal counsel regarding pending or contemplated litigation and/or
on matters in which the duty of the attorney to the governmental body under the
Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas
clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code
§551.071). 53rd District Court, Travis County, Texas, Cause No. D-1-GN-23-
007785, City of Grand Prairie, et al. v. State of Texas, et al.; Emergency
Services District
b.Discuss or deliberate the purchase, exchange, lease, or value of real property
(Tex. Gov’t Code §551.072).
c.Discuss or deliberate Economic Development Negotiations: (1) To discuss or
deliberate regarding commercial or financial information that the City has
received from a business prospect that the City seeks to have locate, stay, or
expand in or near the territory of the City of Anna and with which the City is
conducting economic development negotiations; or (2) To deliberate the offer of
a financial or other incentive to a business prospect described by subdivision
(1). (Tex. Gov’t Code §551.087).
d.Discuss or deliberate personnel matters (Tex. Gov’t Code §551.074).
The Council further reserves the right to enter into Executive Session at any time
throughout any duly noticed meeting under any applicable exception to the Open
Meetings Act.
8.Consider/Discuss/Action on any items listed on any agenda - work session, regular
meeting, or closed session - that is duly posted by the City of Anna for any City Council
meeting occurring on the same date as the meeting noticed in this agenda.
9.Adjourn.
This is to certify that I, Carrie L Land, City Secretary, posted this Agenda on the City’s website
(www.annatexas.gov) and at the Anna Municipal Complex bulletin board at or before 5:00 p.m.
on 05/23/2025.
Carrie L. Land, City Secretary
1.The Council may vote and/or act upon each of the items listed in this Agenda. Notwithstanding the foregoing
or any other statement in this Agenda, the Council shall not take action on any item until after providing an
opportunity for public testimony under the "Neighbor Comments" item or after any public hearing held under
applicable law.
2.The Council reserves the right to retire into closed executive session concerning any of the items listed on
this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act.
3.In accordance with the Americans with Disabilities Act, it is the policy of the City of Anna to offer its public
programs, services, and meetings in a manner that is readily accessible to everyone, including individuals
with disabilities. If you are a person with a disability and require information or materials in an appropriate
alternative format; or if you require any other accommodation, please contact the ADA Coordinator at least
48 hours in advance of the event. Email adacompliance@annatexas.gov. Advance notification within this
guideline will enable the City to make reasonable arrangements to ensure accessibility. ADA grievances
may also be directed to the ADA Coordinator or filed online at https://annatexas.gov/ada.
Item No. 4.a.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact:
AGENDA ITEM:
Recognize Outgoing Council Member Lee Miller for his Dedication and Service to the
City of Anna. (Mayor Pro Tem Stan Carver II)
SUMMARY:
FINANCIAL IMPACT:
BACKGROUND:
STRATEGIC CONNECTIONS:
ATTACHMENTS:
Item No. 4.b.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact:
AGENDA ITEM:
City Secretary to Administer Oath of Office to Newly Elected Council Members, Kelly
Herndon and Manny Singh. (City Secretary Carrie Land)
SUMMARY:
FINANCIAL IMPACT:
BACKGROUND:
STRATEGIC CONNECTIONS:
ATTACHMENTS:
Item No. 5.a.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact:
AGENDA ITEM:
Approve City Council Meeting Minutes for May 13, 2025. (City Secretary Carrie Land)
SUMMARY:
FINANCIAL IMPACT:
BACKGROUND:
STRATEGIC CONNECTIONS:
ATTACHMENTS:
1. 2025-05-13 Work Session Minutes
2. 2025-05-13 Regular Meeting Minutes
City Council Work Session
Meeting Minutes
Tuesday, May 13, 2025 @ 5:30 PM
Anna Municipal Complex - Council Chambers
120 W. 7th Street, Anna, Texas 75409
The City Council of the City of Anna met in a Closed Session on Tuesday, May 13, 2025, at 5:30
PM, in the Anna Municipal Complex – Council Chambers, located at 120 W. 7th Street, to consider
the following items.
1.Call to Order, Roll Call, and Establishment of Quorum.
Mayor Pro Tem Carver called the meeting to order at 5:31 PM.
Members Present:
Mayor Pete Cain
Mayor Pro Tem Stan Carver ll
Deputy Mayor Pro Tem Elden Baker
Council Member Kevin Toten
Council Member Jody Bills
Council Member Lee Miller
Members Absent:
Council Member Kelly Herndon
2.Closed Session (Exceptions).
Under Tex. Gov't Code Chapter 551, the City Council may enter into Closed Session to
discuss any items listed or referenced on this Agenda under the following exceptions:
a.Consult with legal counsel regarding pending or contemplated litigation and/or
on matters in which the duty of the attorney to the governmental body under
the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas
clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code
§551.071).
b.Discuss or deliberate the purchase, exchange, lease, or value of real property
(Tex. Gov’t Code §551.072).
c.Discuss or deliberate Economic Development Negotiations: (1) To discuss or
deliberate regarding commercial or financial information that the City has
received from a business prospect that the City seeks to have locate, stay, or
expand in or near the territory of the City of Anna and with which the City is
conducting economic development negotiations; or (2) To deliberate the offer
of a financial or other incentive to a business prospect described by subdivision
(1). (Tex. Gov’t Code §551.087).
d.Discuss or deliberate personnel matters (Tex. Gov’t Code §551.074).
MOTION: Mayor Pro Tem Carver moved to enter closed session. Deputy Mayor
Pro Tem Baker seconded. Motion carried 6-0.
Mayor Pro Tem Carver recessed the meeting at 5:31 PM.
Mayor Cain reconvened the meeting at 5:58 PM.
The Council further reserves the right to enter into Executive Session at any time
throughout any duly noticed meeting under any applicable exception to the Open
Meetings Act.
3.Consider/Discuss/Action on any items listed on any agenda - work session, regular
meeting, or closed session - that is duly posted by the City of Anna for any City Council
meeting occurring on the same date as the meeting noticed in this agenda.
No action taken.
4.Adjourn.
Mayor Cain adjourned the meeting at 5:59 PM.
APPROVED this _____ day of _____________, 2025
____________________________________
Mayor Pete Cain
ATTEST:
_______________________________
City Secretary Carrie L. Land
Regular City Council Meeting
Meeting Minutes
Tuesday, May 13, 2025 @ 6:00 PM
Anna Municipal Complex - Council Chambers
120 W. 7th Street, Anna, Texas 75409
The City Council of the City of Anna met on Tuesday, May 13, 2025, at 6:00 PM, in the Anna
Municipal Complex – Council Chambers, located at 120 W. 7th Street, to consider the following
items.
1.Call to Order, Roll Call, and Establishment of Quorum.
Mayor Cain called the meeting to order at 6:03 PM.
Members Present:
Mayor Pete Cain
Mayor Pro Tem Stan Carver ll
Deputy Mayor Pro Tem Elden Baker
Council Member Kevin Toten
Council Member Jody Bills
Council Member Lee Miller
Members Absent:
Council Member Kelly Herndon
2.Invocation and Pledge of Allegiance.
Mayor Pro Tem Carver led the Invocation and Pledge of Allegiance.
3.Neighbor Comments.
No comments given.
4.Reports.
No reports given.
5.Consent Items.
MOTION: Council Member Toten moved to approve items 5a - 5h, 5j, 5k and
pull item 5i. Deputy Mayor Pro Tem Baker seconded. Motion carried 6-0.
a.Approve City Council Meeting Minutes for April 22, 2025. (City Secretary Carrie
Land)
b.Review Minutes of the April 3, 2025, Joint Community Development Corporation
and Economic Development Corporation Board Meeting. (Director of Economic
Development Bernie Parker)
c.Review Minutes of the March 24, 2025, Neighbor Engagement and Inclusion
Advisory Commission Meeting. (Assistant City Manager Taylor Lough)
d.Approve the Quarterly Investment Report for the period ending March 31, 2025.
(Director of Finance Aimee Ferguson)
e.Approve an Ordinance amending the local fire code permit fee schedule. (Fire
Chief, Ray Isom)
This Ordinance updates the current permit fee schedule contained in the local
fire code ordinances which contains local amendments and North Central Texas
Council of Governments (NCTCOG) Amendments to the International Fire Code,
2015 edition. The permit fee schedule is contained in Article 6.02, Appendix 1.,
Section 105, Table 105.8.1 and Table 105.8.2.
AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE ANNA
CITY CODE OF ORDINANCES BY AMENDING ATTACHMENT 1 (IFC 2015
AMENDMENTS), SECTION 105.8.1 (CONSTRUCTION PERMIT FEES) AND
TABLE 105.8.1 THERETO AND TABLE 105.8.2 (CONSTRUCTION/PERMIT
RE-INSPECTION FEES/AFTER HOURS INSPECTION FEES; INSPECTION
OF EXISTING PREMISES) BY ADOPTING LOCAL AMENDMENTS TO THE
2015 EDITION OF THE INTERNATIONAL FIRE CODE AND PROVIDING FOR
AN EFFECTIVE DATE.
f.Approve a Resolution authorizing the City Manager to execute a project specific
agreement with Parkhill for the Police Station Facility Study. (Assistant City
Manager Greg Peters, P.E.)
In April, City Council authorized the City Manager to enter into a master service
agreement with Parkhill for feasibility and facility studies. Staff has begun working
with the consultant to develop a scope and fee proposal for the study needed for
the future police station. This item is to approve the proposal specifically for the
police study.
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND
AUTHORIZING THE CITY MANAGER TO EXECUTE A PROJECT SPECIFIC
PURCHASE ORDER FOR PROFESSIONAL SERVICES BY AND BETWEEN
THE CITY OF ANNA, TEXAS AND PARKHILL, INCORPORATED FOR THE
POLICE STATION FACILITY STUDY IN AN AMOUNT NOT TO EXCEED
NINETY THOUSAND DOLLARS ($90,000), IN A FORM APPROVED BY THE
CITY ATTORNEY, AND PROVIDING FOR AN EFFECTIVE DATE.
g.Approve a Resolution authorizing the City Manager to execute a project specific
agreement with BRW for the Public Works Facility Study. (Assistant City
Manager Greg Peters, P.E.)
In April, City Council authorized the City Manager to enter into a master service
agreement with BRW for feasibility and facility studies. Staff has begun working
with the consultant to develop a scope and fee proposal for the study needed for
the future Public Works facility expansion. This item is to approve the proposal
specifically for the Public Works study.
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND
AUTHORIZING THE CITY MANAGER TO EXECUTE A PROJECT SPECIFIC
PURCHASE ORDER FOR PROFESSIONAL SERVICES BY AND BETWEEN
THE CITY OF ANNA, TEXAS AND BROWN REYNOLDS WATFORD
ARCHITECTS FOR THE PUBLIC WORKS FACILITY STUDY, IN AN AMOUNT
NOT TO EXCEED EIGHTY THOUSAND DOLLARS ($80,000), IN A FORM
APPROVED BY THE CITY ATTORNEY, AND PROVIDING FOR AN
EFFECTIVE DATE.
h.Approve a Resolution authorizing the City Manager to execute an Advanced
Funding Agreement with the Texas Department of Transportation for a
landscaping project at US 75 and FM 455. (Assistant City Manager Greg Peters,
P.E.)
In 2024, Keep Texas Beautiful recognized the City of Anna as one of 10 winners
of the Governor’s Community Achievement Awards (GCAA) as an outstanding
clean and beautiful community. The city was awarded $180,000 towards a
landscaping project to be completed in collaboration with TxDOT along a state-
maintained road. The City of Anna has also received a stately cast aluminum
metal plaque to be placed at the completed project.
To best utilize this funding, the city will provide a fixed contribution in the amount
of $220,000 to the state. The City of Anna will also be responsible for an indirect
state cost of $11,638.00 for a total of $231,638.00. Funding for this project will
come from the Infrastructure Investment Fund.
A RESOLUTION OF THE CITY OF ANNA, TEXAS, AUTHORIZING THE CITY
MANAGER TO EXECUTE AN ADVANCED FUNDING AGREEMENT WITH THE
TEXAS DEPARTMENT OF TRANSPORTATION FOR VOLUNTARY LOCAL
GOVERNMENT CONTRIBUTIONS TO TRANSPORTATION IMPROVEMENT
PROJECTS; WITH AN EFFECTIVE DATE.
i.Approve a Resolution authorizing the City Manager to execute a contract with
Conventions, Sports & Leisure International (CSL) to conduct a market and
financial feasibility study related to the potential development of the proposed
StarCenter Multisport Complex. (Director of Economic Development Bernie
Parker)
The City of Anna is exploring a potential partnership with the Dallas Stars to
develop a StarCenter multisport complex that may include indoor recreation
facilities such as ice rinks, courts, and turf fields. This facility is envisioned to
serve local, regional, and national users, enhancing the City's recreational
offerings and economic development potential.
To make an informed decision, the City requires a comprehensive market and
financial feasibility analysis. CSL is a nationally recognized firm with deep
expertise in sports and recreation facility planning and analysis. Their proposed
study will consist of three phases: Market Analysis, Financial Operating
Projections, and Economic & Fiscal Impact Assessment.
MOTION: Council Member Toten moved to approve. Deputy Mayor Pro Tem
Baker seconded. Motion carried 6-0.
A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE CITY
MANAGER TO ENTER INTO A CONTRACT WITH CONVENTIONS, SPORTS
& LEISURE INTERNATIONAL (CSL) TO CONDUCT A MARKET AND
FINANCIAL FEASIBILITY STUDY IN THE AMOUNT NOT TO EXCEED SIXTY-
FIVE THOUSAND DOLLARS AND ZERO CENTS ($65,000).
j.Approve a Resolution supporting the City of Anna's application to the Texas
Department of Transportation's 2025 Transportation Alternatives Set-Aside (TA)
Call for projects. (CIP Manager Muhamad Madhat)
The Texas Department of Transportation issued a call for projects in January
2025 for communities to apply for funding assistance on pedestrian and bicycle
projects. The City has reviewed the program requirements and identified
sidewalk improvements in Anna which are eligible for the program.
The proposed project is primarily located along the US 75 frontage road between
W. White Street and Hackberry Drive. Specifically, the project scope includes
4,265 linear feet of a shared use path/sidewalk, and lighting for safety. The
project will provide improved pedestrian access to Walmart, Chick-Fil-A, Chili’s,
Home Depot, and multiple other commercial locations in the adjacent commercial
development. In addition, the project would include an improved pedestrian
crossing at the intersection of White Street and Buddy Hayes Boulevard.
If the proposed project is selected by TxDOT for funding, this sidewalk will
provide safe, accessible infrastructure for pedestrians, cyclists, and other non-
motorized users, encouraging healthy lifestyles, reducing traffic congestion, and
improving connectivity between key destinations in this area. By enhancing
transportation options and recreational amenities, the project aligns with the city’s
goals to attract visitors, support local businesses, and create a more livable and
sustainable community.
A RESOLUTION OF THE CITY OF ANNA, TEXAS, SUPPORTING THE CITY
OF ANNA’S APPLICATION TO THE TEXAS DEPARTMENT OF
TRANSPORTATION’S 2025 TRANSPORTATION ALTERNATIVES SET-ASIDE
(TA) CALL FOR PROJECTS.
k.Approve a Resolution authorizing the City Manager to execute a purchase order
for the construction of an all-weather surface in the equipment yard at the Public
Works facility in the City of Anna, Texas. (Director of Public Works Steven Smith)
The Public Works facility in the City of Anna is located on State Highway 5 in the
northern portion of the City. Currently, there are no improved surfaces in the
equipment and materials yard behind the public works building. As the volume of
work, materials, and equipment has grown, the lack of an all-weather surface is
resulting in an excessive amount of mud collecting on equipment, trailers and
vehicles, which is then often displaced onto public streets, causing a nuisance
for the community. Constructing an all-weather surface will significantly reduce
the tracking of mud and dirt off of the site, resulting in cleaner roads for neighbors.
In addition, during and after large rain events, the lack of an all-weather surface
impacts the ability of the public works team to efficiently move the equipment and
materials which are critical to serving Anna neighbors.
A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE CITY
MANAGER TO EXECUTE PURCHASE ORDERS TO WOPAC
CONSTRUCTION, INCORPORATED FOR THE CONSTRUCTION OF AN ALL
WEATHER SURFACE AS SHOWN IN EXHIBIT “A” ATTACHED HERETO, IN
THE AMOUNT NOT TO EXCEED TWO HUNDRED TWELVE THOUSAND
THREE HUNDRED FIFTY DOLLARS ($212,350); AND PROVIDING FOR AN
EFFECTIVE DATE.
6.Items For Individual Consideration and Public Hearings.
a.Consider/Discuss/Action to approve a Resolution directing Publication of Notice
of Intention to Issue up to $85,500,000 Combination Tax and Revenue
Certificates of Obligation to Provide Funds for New Police Station and
Wastewater Treatment Plant Expansion Projects; and Resolving other Matters
relating to the Subject. (City Manager Ryan Henderson)
Anna continues to see our needs for City facilities expand as we continue to grow.
One means of financing large capital projects is through the use of municipal
debt. One common form of borrowing is certificates of obligation (COs). In the
City of Anna, debt is used to fund roads, facilities, parks, equipment and water
and sewer infrastructure.
The City's Financial Advisor provided a presentation with a plan of finance for
Combination Tax and Revenue Certificates of Obligation (CO), for Council's
consideration. The presentation included the proposed projects and a schedule
for the sale.
MOTION: Deputy Mayor Pro Tem Baker moved to approve. Mayor Pro Tem
Carver seconded. Motion carried 5-1. Council Member Miller abstained.
RESOLUTION DIRECTING PUBLICATION OF NOTICE OF INTENTION TO
ISSUE UP TO $85,500,000 COMBINATION TAX AND REVENUE
CERTIFICATES OF OBLIGATION TO PROVIDE FUNDS FOR NEW POLICE
STATION AND WASTEWATER TREATMENT PLANT EXPANSION
PROJECTS; AND RESOLVING OTHER MATTERS RELATING TO THE
SUBJECT
b.Consider/Discuss/Action on a Resolution approving an Economic Development
Incentive Agreement with the Seitz Group, Inc. for Commercial/Retail
Development. (Director of Economic Development Bernie Parker)
Several months ago, the Economic Development Staff was approached
regarding a proposed 56-acre commercial development at the northeast
intersection of Rosamond and US Highway 75 in the City of Anna. This project,
which includes multiple national brand retailers and eleven retail outparcel units,
represents a strategic priority for the city. Recognizing the importance of this
development, staff worked in coordination with the City Attorney to prepare an
Economic Development Incentive Agreement for consideration by the City
Council.
MOTION: Mayor Pro Tem Carver moved to approve. Deputy Mayor Pro Tem
Baker seconded. Motion carried 6-0.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS
APPROVING AN INCENTIVE AGREEMENT WITH SEITZ GROUP, INC.
c.Conduct a Public Hearing and take testimony pursuant to Section 372.009,
Texas local Government Code regarding the advisability of establishing The
Landing Public Improvement District within the City of Anna, Texas and ordering
public improvements for the benefit of such District. (Director of Economic
Development Bernie Parker)
Staff recommended conducting a public hearing and taking testimony pursuant
to Section 372.009, Texas local Government Code regarding the advisability of
establishing The Landing Public Improvement District within the City of Anna,
Texas and ordering public improvements for the benefit of such District.
Mayor Cain opened the public hearing at 6:33 PM.
Mayor Cain closed the public hearing at 6:33 PM.
d.Consider/Discuss/Action to approve a Resolution Regarding the Creation of the
Landing Public Improvement District and Ordering Public Improvements to be
made for the Benefit of Such District; Providing for a Severability Clause;
Providing an Effective Date; and Containing Other Matters Relating to the
Subject. (Director of Economic Development, Bernie Parker)
City Council approved a Development Agreement with Rockhill Contracts I, LLC
on May 14, 2024, which stated that the city would use reasonable efforts to create
a Public Improvement District (PID). The development is approximately 83 acres
with 336 SF Lots located within the City Limits of Anna, TX. Located East of
AnnaCapri, south of Tara Farms at the intersection of County Road 371 (Lindsey
Ln) and Hwy 5.
MOTION: Council Member Miller moved to approve. Council Member Toten
seconded. Motion carried 6-0.
A RESOLUTION REGARDING THE CREATION OF THE LANDING PUBLIC
IMPROVEMENT DISTRICT AND ORDERING PUBLIC IMPROVEMENTS TO
BE MADE FOR THE BENEFIT OF SUCH DISTRICT; PROVIDING FOR A
SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND
CONTAINING OTHER MATTERS RELATING TO THE SUBJECT.
e.Consider/Discuss/Action on an Ordinance Canvassing the May 3, 2025, General
Election results. (City Secretary Carrie Land)
A general election was held in the City of Anna, Texas (the “City”) on May 3,
2025, for the purpose of electing three city council members, each for a three-
year term.
The following persons were elected: Council Member, Place 4 of the City for a
term of three (3) years: Kelly Herndon; and Council Member, Place 6 of the City
for term of three (3) years: Manny Singh.
It is hereby certified that no candidate received a majority of the votes cast in the
May 3, 2025, election for Place 2 of the City Council. A runoff election between
Allison Inesta and Nathan Bryan shall therefore be required.
MOTION: Council Member Toten moved to approve. Council Member Bills
seconded. Motion carried 6-0.
AN ORDINANCE OF THE CITY OF ANNA, TEXAS CANVASSING THE
RETURNS OF A GENERAL ELECTION OF THREE CITY COUNCIL PLACES
FOR THREE-YEAR TERMS EXPIRING MAY 2028.
f.Consider/Discuss/Action on an Ordinance Ordering a Runoff Election to be held
June 7, 2025. (City Secretary Carrie Land)
In accordance with Article 5, Section 5.04(a) of the Charter of the City of Anna,
Texas (“City”), a runoff election is required if no candidate for a City elective office
receives a majority of the votes cast.
At the May 3, 2025, election, no candidate for Place 2 on the Council received a
majority of the votes cast. If a candidate does not receive enough votes to be
elected in an election requiring a majority vote, a runoff election is required for
the candidates who receive the highest and second-highest number of votes. It
is necessary that the Council order a runoff election to be held on the 7th day of
June 2025, from 7:00 a.m. to 7:00 p.m., for the purpose of electing one council
member for Place 2.
MOTION: Council Member Miller moved to approve. Mayor Pro Tem Carver
seconded. Motion carried 6-0.
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS,
ORDERING A RUNOFF ELECTION TO BE HELD ON JUNE 7, 2025, FOR THE
PURPOSE OF ELECTING ONE CITY COUNCIL MEMBER; DESIGNATING
POLLING PLACES; ORDERING NOTICES OF ELECTION TO BE GIVEN;
AUTHORIZING EXECUTION OF ELECTION CONTRACTS; PROVIDING A
REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; AND
PROVIDING FOR AN EFFECTIVE DATE.
7.Closed Session (Exceptions).
a.Consult with legal counsel regarding pending or contemplated litigation and/or
on matters in which the duty of the attorney to the governmental body under the
Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas
clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code
§551.071).
b.Discuss or deliberate the purchase, exchange, lease, or value of real property
(Tex. Gov’t Code §551.072).
c.Discuss or deliberate Economic Development Negotiations: (1) To discuss or
deliberate regarding commercial or financial information that the City has
received from a business prospect that the City seeks to have locate, stay, or
expand in or near the territory of the City of Anna and with which the City is
conducting economic development negotiations; or (2) To deliberate the offer of
a financial or other incentive to a business prospect described by subdivision (1).
(Tex. Gov’t Code §551.087).
d.Discuss or deliberate personnel matters (Tex. Gov’t Code §551.074).
MOTION: Council Member Toten moved to enter closed session. Council
Member Bills seconded. Motion carried 6-0.
Mayor Cain recessed the meeting at 6:47 PM.
Mayor Cain reconvened the meeting at 7:56 PM.
The Council further reserves the right to enter into Executive Session at any time
throughout any duly noticed meeting under any applicable exception to the Open
Meetings Act.
8.Consider/Discuss/Action on any items listed on any agenda - work session, regular
meeting, or closed session - that is duly posted by the City of Anna for any City Council
meeting occurring on the same date as the meeting noticed in this agenda.
No action taken.
9.Adjourn.
Mayor Cain adjourned the meeting at 7:56 PM.
APPROVED this _____ day of _____________, 2025
____________________________________
Mayor Pete Cain
ATTEST:
_______________________________
City Secretary Carrie L. Land
Item No. 5.b.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Marc Marchand
AGENDA ITEM:
Review Minutes of the March 17, 2025, and April 21, 2025, Parks and Recreation
Advisory Board Meeting. (Director of Neighborhood Services Marc Marchand)
SUMMARY:
This item is to provide the City Council with meeting minutes from recent Parks and
Recreation Advisory Board Meetings.
FINANCIAL IMPACT:
This item has no financial impact.
BACKGROUND:
The City of Anna Parks and Recreation Advisory Board is tasked with two primary
objectives:
1. Provide recommendations to the City Council and City staff as requested from
time to time on matters relating to the City's parks and recreation activities and
facilities; and
2. Assist in the promotion of park-related programs and encourage donations of
land, equipment, and resources in support of parks and recreation activities.
The board generally meets on a monthly basis, and is comprised of seven Anna
neighbors appointed by the City Council.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Active.
ATTACHMENTS:
1. 3-17-2025 Park Advisory Board Meeting Minutes
2. 4-21-2025 Park Advisory Board Meeting Minutes
Item No. 5.c.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Terri Doby
AGENDA ITEM:
Review Monthly Financial Report for the Month Ending April 30, 2025. (Budget Manager
Terri Doby)
SUMMARY:
This report covers the financial performance for Fiscal Year 2025 through April 30,
2025.
FINANCIAL IMPACT:
Information only
BACKGROUND:
The City of Anna's financial policies require the publication of a financial report monthly.
Enclosed in the report is an executive dashboard that provides a high level look at
major funds along with detailed reporting of sales tax collections. The financial condition
of the City remains strong and the reported funds adhere to fund balance requirements.
The FY2025 Budget was adopted on September 10, 2024.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Excellent.
ATTACHMENTS:
1. FY2025 City Council Monthly Financial Report April
CITY OF ANNA
GENERAL & UTILITY FUNDS DASHBOARD
Through April 30, 2025
Positive Positive variance compared to historical trends
Warning Negative variance of 3%-5% compared to historical trends
Negative Negative variance of >5% compared to historical trends
FY2025 FY2025 %Favorable / UnfavorableBudgetYTD
REVENUES
General Fund
Property Taxes $13,093,602 $13,367,093 102%Property taxes are due January 31st.
Sales Tax 5,220,000 3,600,704 69%Remitted from the Comptroller with lag time of 30 - 60 days; includes
remittances thru March.
Franchise and Local Taxes 1,030,000 497,132 48%Franchise fees are paid quarterly.
Charges for Services 1,000,000 959,152 96%
Fines 400,000 329,799 82%
Permits, Licenses and Fees 4,757,000 3,278,055 69%
Investment Income 800,000 339,850 42%
Other Revenues -178,698 100%
Revenue Total $26,300,602 $22,550,483 86%With 58% of the year expired, revenues recorded are at 86% of
budget.
EXPENDITURES
General Fund
Expense Total $26,257,276 $15,409,281 59%With 58% of the year expired, expenses are 59% of budget and
include several one-time expenses.
Utility Fund
REVENUES
Water Sales $11,125,000 $5,309,261 48%Reflects a one month lag in collection of revenues; water revenues
are traditionally higher in summer.
Sewer Charges 8,525,000 4,544,642 53%Reflects a one month lag in collection of revenues.
Sanitation Revenue 3,730,000 1,834,961 49%Reflects a one month lag in collection of revenues.
Other Charges for Services 680,000 401,824 59%
Permits, Licenses and Fees 2,083,000 666,559 32%
Investment Income 502,000 191,525 38%
Other Revenues 1,000 61,198 6120%
Utility Fund Total $26,646,000 $13,009,970 49%
With 58% of the year expired, revenues recorded in the General
Ledger are at 49% of budget including one month lag in
collections.
EXPENDITURES
Administration $1,925,085 $1,229,739 64%Includes one-time expense for property and liability insurance
Water 7,986,169 5,342,292 67%Includes first of twice yearly debt service payments.
Sewer 12,145,452 6,428,031 53%
Sanitation 3,600,000 1,863,062 52%
Utility Billing 1,167,911 1,050,380 90%Includes one-time expense for software and higher than budgeted
credit card fees.
Utility Fund Total $26,824,617 $15,913,504 59%With 58% of the year expired, expenses are 59% of budget.
CITY OF ANNA
Schedule of Sales Tax Collections
For the month March 31, 2025
% Change
2024-25 Collections from 2023-24 Collections
Monthly Prior Year Monthly
October $780,090 19%$655,358
November 753,401 8%695,026
December 995,930 30%768,837
January 682,766 20%566,981
February 675,214 9%621,381
March 1,873,725 159%723,838
April 647,636
May 699,251
June 835,007
July 785,388
August 818,441
September 794,437
$5,761,126 $8,611,581
Budget:6,753,000 85%
Monthly Sales Tax Collections:
3 Year Comparison
OctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptember$0
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
FY2022-23 FY2023-24 FY2024-25
CITY OF ANNA
Building Permits Received
Thru the month April 30, 2025
FY 2024-25 FY 2023-24
Monthly Monthly
October 46 56
November 60 44
December 61 57
January 52 150
February 91 170
March 56 172
April 97 174
May 114
June 128
July 78
August 60
September 56
463 1,259
% Budget
FY2025 Budget:800 58%
Monthly Building Permits Received:
2 Year Comparison
OctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptember020406080100120140160180200
FY 2024-25 FY 2023-24
Item No. 5.d.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Gregory Peters
AGENDA ITEM:
Approve a Resolution authorizing the City Manager to execute a license agreement with
Dallas Area Rapid Transit for public utility facilities crossings. (Assistant City Manager
Greg Peters, P.E.)
SUMMARY:
This item is to approve the execution of a license agreement with Dallas Area Rapid
Transit (DART), to allow the City to own and operate public utilities which cross the
DART right-of-way.
FINANCIAL IMPACT:
Funding for this contract and annual fee is available in the FY2025 Utility Fund budget
in the amount of $1,800.
BACKGROUND:
Dallas Area Rapid Transit (DART) is the current owner of an existing rail line and
railroad right-of-way located within the City of Anna, running north-south adjacent to
State Highway 5. The City of Anna is continuing to grow, and is required to provide
public water and sanitary sewer service on both sides of the DART right-of-way. In order
to receive authorization to construct and maintain these public utility crossings, DART
requires the city to enter into a license agreement which defines the responsibilities of
both parties. In addition, the City pays an annual fee to DART for the right to own and
operate facilities located in the DART right-of-way.
This item is for a license agreement which covers a sanitary sewer line crossing located
near the intersection of Lindsey Lane and State Highway 5.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Resilient.
ATTACHMENTS:
1. Resolution and Agreement - DART License Agreement
2. License Agreement-222373-City of Anna
CITY OF ANNA, TEXAS
RESOLUTION NO. _________________
A RESOLUTION OF THE CITY OF ANNA, TEXAS, AUTHORIZING THE CITY
MANAGER TO EXECUTE A LICENSE AGREEMENT WITH DALLAS AREA RAPID
TRANSIT ; WITH AN EFFECTIVE DATE.
WHEREAS, Dallas Area Rapid Transit is the owner of real property in the City of Anna, Texas;
and,
WHEREAS, Dallas Area Rapid Transit requires license agreements for all City facilities located
within the Dallas Area Rapid Transit right-of-way; and,
WHEREAS, the City of Anna, Texas is the owner and operator of public utility facilities which
serve the public with potable drinking water and sanitary sewer collection, transmission, and
treatment facilities; and,
WHEREAS, it is necessary for the City of Anna, Texas to own and operate underground public
utility facilities which cross Dallas Area Rapid Transit right-of-way to provide utility services to
Anna neighbors; and,
WHEREAS, the proposed license agreement and associated license fee shall grant certain rights
to the City of Anna, Texas to operate and maintain public utility facilities within the Dallas Area
Rapid Transit right-of-way; and,
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. Authorization of Agreement and Funding.
The City Council of the City of Anna, Texas, authorizes the City Manager to execute the attached
License Agreement, subject to approval as to legal form by the City Attorney.
The City Council of the City of Anna, Texas, authorizes the City Manager to make annual
payments to Dallas Area Rapid Transit in the amount of $1,800 per year in accordance with the
attached license agreement. The license agreement fee shall be budgeted and paid from the
Utility Fund.
PASSED AND APPROVED by the City Council of the City of Anna on this ___ day of May 2025.
ATTESTED: APPROVED:
_____________________________ ______________________________
City Secretary, Carrie Land Mayor, Pete Cain
Exhibit A
(following page)
Anna –Sherman Line – County Road 376 1 of 8 Mile Post 309.40
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AGREEMENT NO. 222373
LICENSE AGREEMENT
This License Agreement (“Agreement”) is made by and between DALLAS AREA RAPID TRANSIT (“DART”),
a regional transportation authority created, organized, and existing pursuant to Chapter 452, Texas Transportation
Code, with offices at 1401 Pacific Avenue, Dallas, Texas 75202, and CITY OF ANNA (“Licensee”), a Texas home
rule municipal corporation located at P.O. Box 186, Anna Texas 75409.
Whereas, DART previously permitted the installation of Permitted Improvement (as defined below) with a
separate entity in 2015.
Whereas, Licensee is taking on responsibilities and desires a new license agreement with DART.
DART and Licensee (individually referred to herein as a “Party” or collectively as “Parties”) agree as follows:
I. Definitions.
1.1 “Corridor” shall mean DART’s railroad corridor between Dallas and Sherman, Texas.
1.2 “Effective Date” shall mean the date this Agreement is last signed by a Party.
1.3 “Permitted Improvement” shall mean one (1) underground 8-inch PVC sanitary sewer line inside a 20-inch
steel casing pipe, more particularly detailed in Exhibit A, attached to this Agreement and fully incorporated
herein.
1.4 “Permitted Use” shall mean designing, constructing, installing, operating, reconstructing, maintaining,
repairing, replacing, and removing the Permitted Improvement at the Property.
1.5 The “Property” where the Permitted Improvement is located shall mean the tract of right-of-way on the
Corridor located at:
Mile Post 309.40
Latitude: 33.374902 / Longitude: -96.552812
Anna, Collin County, Texas
1.6 “Railroad” shall mean Dallas, Garland & Northeastern Railroad, Inc, which holds certain rights and
obligations with respect to freight railroad operations on the Corridor, and any future freight operators,
passenger operators, and entities providing passenger service or railroad maintenance on the Corridor
during the term of this Agreement pursuant to an agreement with DART.
II. Consideration.
2.1 License Fee. Licensee shall pay ONE THOUSAND EIGHT HUNDRED AND NO/100 DOLLARS
($1,800.00) per annum. The License Fee shall be due on the Effective Date and then continuously thereafter
on an annual basis. Licensee shall timely pay the License Fee regardless of whether Licensee receives an
invoice or other reminder from DART.
2.2 Acceptance of License Fee. DART’s acceptance of any License Fee after termination of this Agreement
shall not reinstate or continue the terms of this Agreement. Likewise, DART’s acceptance of the License
Fee, or any portion of the Licensee Fee, shall not affect any provision of this Agreement or constitute a
Anna –Sherman Line – County Road 376 2 of 8 Mile Post 309.40
City of Anna – one 8-in sanitary sewer line Rev 20241104
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waiver of DART’s right to enforce any term of this Agreement.
2.3 Late Fees. Any payment not received by DART by the 10th day after it is due, shall bear a late charge of
$50.00 to help offset the administrative cost involved in handling such late payment. For any payment not
received by DART by the 15th day after it is due, such payment shall bear interest at the maximum rate
permitted by law from the date it was due until it is paid, in addition to the late charge.
2.4 Annual Adjustment. The License Fee shall be adjusted annually: (a) by a three percent (3%) increase over
the License Fee applicable to the prior year, or (b) in accordance with the Consumer Price Index (“CPI”)
described below, whichever is greater.
a. The CPI shall be calculated as the percentage change in the CPI during the twelve months preceding
the date of change according to the cost-of-living changes in the Consumer Price Index for All
Urban Consumers (“CPI-U”) for Dallas-Fort Worth, Texas, “All Items,” as published by the Bureau
of Labor Statistics, U.S. Department of Labor.
b. If any time during the term hereof the U.S. Bureau of Labor Statistics shall discontinue the issuance
of the CPI, Licensor shall provide Licensee with an alternative nationally recognized cost-of-living
index for the Dallas-Fort Worth area then issued and available, which is published by the U.S.
Government.
2.5 Fair Market Value Adjustment. In addition to the annual adjustment described above, DART may, in its
sole discretion and with written notice to Licensee, adjust the License Fee from time to time to account for
increases in the fair market value of the Property.
III. Purpose and Term.
3.1 Permitted Improvement. DART hereby grants a license to Licensee for the Permitted Use so long as the
Permitted Use does not interfere with the operations of DART or Railroad, and Licensee otherwise complies
with the requirements of this Agreement.
3.2 Limitations. Licensee’s right to enter upon and use the Property shall be limited solely to the Permitted Use,
for the term of this Agreement, and in accordance with the conditions of this Agreement. This Agreement
is not intended to convey and does not convey to Licensee any real property interest in the Property or any
portion of the Corridor. This Agreement may not be recorded in the real property records. The license
granted pursuant to this Agreement is non-exclusive and is subject to (a) any existing utility, drainage, or
communication facility located in, on, under, or upon the Property; (b) all vested rights presently owned by
any railroad, utility or communication company, or other entity located within the boundaries of the
Property; and (c) any existing lease, license, easement, or other interest in the Property granted by DART
or its predecessors in interest. The license granted by this Agreement is granted expressly subject and
subordinate to DART’s right to use the Property for any purpose whatsoever, except as expressly provided
in this Agreement.
3.3 No Warranty. DART and Railroad make no representations as to the condition of the Property or its
suitability for any particular purpose, including by example and not limitation, warranties regarding the
Property’s state of repair, use of the Property, access to the Property, or subsurface or aerial installations
on or near the Property. The Property is available for Licensee’s use on an “as is, where is, and with all
faults” basis. Licensee shall, at its sole cost, conduct its own inspections of the Property and shall not rely
on any information disclosed or not disclosed by DART, Railroad, or any of their respective employees,
agents, or representatives.
3.4 Term. The term of this Agreement shall begin on the Effective Date and continue until terminated in
accordance with this Agreement.
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City of Anna – one 8-in sanitary sewer line Rev 20241104
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IV. Design, Construction, Operation, and Maintenance of the Permitted Improvement.
4.1. Construction Plans. During the design phase and prior to commencing any construction on the Property, a
copy of the construction plans (“the Plans”) for the Permitted Improvement showing the exact location,
type, depth of the construction, the working area, and any cathodic protection measures shall be submitted
for written approval to DART. No work shall commence on the Property until the Plans have been approved
in writing by DART, which approval shall not be unreasonably withheld. To the extent necessary for
construction of the Permitted Improvement, Licensee shall also coordinate with Railroad and obtain
Railroad’s approval of the Plans prior to the start of any work.
4.2. Safety. Licensee agrees to design, construct, and operate the Permitted Improvement in such a manner so
as not to create a dangerous, unsafe, or otherwise hazardous condition on or near the Property. Licensee
shall implement any cathodic protection, including stray current corrosion control measures, necessary to
ensure the safety of the Permitted Improvement and maintain compliance with applicable laws, regulations,
ordinances, and rules. If applicable to the Permitted Improvement, Licensee shall institute and maintain a
continuous testing program to determine whether additional cathodic protection of its Permitted
Improvement is needed.
4.3. Authority to Enter the Property. Licensee shall ensure that anyone working on the Property under
Licensee’s control possesses authority to be on the Property and can readily demonstrate such authority,
either through photo identification issued by Licensee or Licensee’s contractor (“Contractor”) or immediate
confirmation by the worker’s on-site supervisor.
4.4. Foul Zone. Licensee shall not perform any activities, or permit Contractor to perform any activities, that
could result in equipment, people, or materials entering within 25 feet of any railroad tracks (the “Foul
Zone”) unless:
a. Flagger(s) qualified on DART and Railroad’s operating and safety rules are present; and
b. Anyone working under Licensee’s control and engaged in an activity that necessitates flaggers has,
within the last 365 calendar days from the date the Work is to be performed, attended a creditable
Roadway Worker Protection course, successfully passed all required examinations associated with
that course, and can provide proof of course completion upon request from DART or
Railroad. DART and Railroad shall determine whether the Roadway Worker Protection course is
creditable.
Licensee shall pay all costs associated with flaggers and Roadway Worker Protection courses.
4.5. Maintenance. Licensee shall maintain the Property and Permitted Improvement in a good, clean, and safe
condition. Licensee shall use diligent care to avoid damaging any existing structures, equipment, and/or
vegetation on or about the Property and any adjacent property. If Licensee, Contractor, or anyone under
Licensee’s control causes damage to the Property or an adjacent property, Licensee shall immediately
replace or repair the damage at no cost or expense to DART or Railroad.
4.6. Costs and Reimbursement. Licensee agrees to pay for any damages, costs, or expenses that DART incurs
by reason of Licensee’s use of the Property. If Licensee fails to repair or replace damage to the Property
or fails to properly maintain the Property or Permitted Improvement, DART and/or Railroad shall notify
Licensee of such noncompliance with this Agreement. In the event Licensee has not remedied the failure
within ten (10) days from the date of such notice, DART and Railroad, individually or collectively, shall
have the right, but not the obligation, to remedy such failure at the sole cost and expense of Licensee.
Licensee shall immediately reimburse DART and/or Railroad, as applicable, for all costs resulting from
Licensee’s failure to repair, replace, or maintain the Property and/or Permitted Improvement in accordance
with this Agreement.
Anna –Sherman Line – County Road 376 4 of 8 Mile Post 309.40
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4.7. As-builts. Licensee shall provide certified final construction drawings (“As-Builts”), signed and sealed by
a Texas professional engineer, to DART within ninety (90) days after the last date of construction work on
the Property. The Parties agree that DART will suffer damages if As-Builts are not timely provided by
Licensee and it is impossible to determine the amount of such damages in advance. Accordingly, the Parties
agree, not as a penalty but as a measure of reasonable damages, that a fee of $500 per month (prorated as
applicable) until As-Builts are provided represents reasonable compensation for DART’s actual damages
suffered by the delay. DART shall comply with state and local laws, including Chapter 251 of the Texas
Utilities Code, before performing work around the Permitted Improvement and shall not exclusively rely
on As-Builts provided by Licensee pursuant to this Agreement.
4.8. Electrically Powered Equipment. DART and Railroad may, in compliance with applicable state and federal
safety regulations, use electrically powered equipment on the Property or adjoining properties, which could
result in live electrical current in proximity to the Permitted Improvement and produce corrosive effects to
the Permitted Improvement. Licensee WAIVES any claim against DART or Railroad arising from the
use of electrically powered equipment pursuant to this paragraph.
4.9. Governmental Approvals. Licensee, at its sole cost and expense, shall be responsible for obtaining any
licenses, permits, or other approvals from any federal, state, or local agencies required to carry on any
activity on the Property permitted by this Agreement.
4.10. Other Required Agreements. Prior to the start of any construction work on the Property, Licensee or
Contractor, as applicable, shall execute any additional agreements that DART or Railroad determine are
necessary in connection with such work, including but not limited to a contractor’s right-of-entry
agreement. Licensee shall be responsible for ensuring Contractor complies with the terms and conditions
of this Agreement and any contractor’s right-of-entry agreement or other agreement related to the Permitted
Use. Licensee shall be responsible for obtaining a copy of any such agreement entered into by Contractor
pursuant to this section.
4.11. Mechanic’s Liens Not Permitted. Licensee shall fully pay for all labor and materials used in, on, or about
the Property and, to the extent permitted by law, shall not permit or suffer any mechanic’s or materialmen’s
liens of any nature to be affixed against the Property by reason of any work done or materials furnished to
the Property on behalf of Licensee. In the event a lien is attached to the Property, Licensee shall (at DART’s
option) immediately seek removal of the lien or provide a bond that discharges the lien in accordance with
Texas law. Licensee shall pay all costs associated with such removal, including reasonable attorney’s fees.
4.12. Compliance with Laws and Regulations. Licensee agrees to abide by all laws, ordinances, and regulations
of any governmental entity or regulatory agency with jurisdiction over the Property and/or Licensee.
Licensee shall also abide by all rules, policies, and operating procedures established by DART or Railroad
that are communicated to Licensee in advance, so long as such rules, policies, or operating procedures do
not conflict with any rules or guidance promulgated by a regulatory agency and applicable to Licensee.
V. Insurance
5.1. Required Insurance. Prior to entry onto the Property, Licensee shall procure and maintain, at its sole cost
and expense, commercial general liability insurance in the following form and amount:
a. Per occurrence limit of at least $5,000,000
b. Primary and non-contributory endorsement
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c. Endorsement naming DART, Railroad, and their respective directors, officers, representatives,
contractors, agents, and employees as additional insureds with respect to ongoing and completed
operations without qualifications or restrictions
d. Endorsement waiving the issuing insurance company’s rights of recovery against DART and
Railroad, whether by way of subrogation or otherwise
e. Endorsement removing exclusions for operations within fifty (50) feet of a railroad or, alternatively,
purchase of a Railroad Protective Policy
f. Endorsement removing exclusions for XCU hazards
g. The form of coverage and insurer(s) must be satisfactory to DART.
5.2. Proof of Insurance. Licensee shall furnish Certificates of Insurance and copies of required endorsements
to DART as evidence of the coverages required. Upon DART’s request, Licensee shall also provide any
additional documentation necessary to demonstrate the insurance coverage required. Licensee’s insurance
shall be primary and non-contributory coverage in all instances.
5.3. Notice of Cancellation or Nonrenewal. Licensee shall provide written notice to DART within fifteen (15)
days of learning (through notice from Licensee’s insurer or other means) that an insurance policy required
by this Agreement will be cancelled, non-renewed, or modified in a manner that will result in Licensee’s
noncompliance with the terms of this Agreement.
VI. Environmental Protection
6.1. Licensee shall not use or permit the use of the Property for any purpose that may be in violation of any
local, state, or federal laws pertaining to health or the environment, including but not limited to, the
Comprehensive Environmental Response, Compensation, and Liability Act (“CERCLA”), the Resource
Conservation and Recovery Act (“RCRA”), the Clean Water Act (“CWA”), and the Clean Air Act
(“CAA”).
6.2. Licensee warrants that the Permitted Use of the Property will not result in the disposal or other release of
any hazardous substance or solid waste on or to the Property, and that it will take all steps necessary to
ensure that no such hazardous substance or solid waste will ever be discharged onto the Property by
Licensee, Contractor, or any other person under Licensee’s control.
6.3. The terms “hazardous substance” and “release” shall have the meanings specified in CERCLA and the
terms “solid waste” and “disposal” (or “disposed”) shall have the meanings specified in the RCRA;
provided, however, that in the event either CERCLA or RCRA is amended so as to broaden the meaning
of any term defined thereby, such broader meaning shall apply subsequent to the effective date of such
amendment. To the extent that the laws of the State of Texas establish a meaning for “hazardous substance,”
“release,” “solid waste,” or “disposal,” that is broader than that specified in either CERCLA or RCRA, such
broader meaning shall apply.
VII. Termination and Relocation.
7.1. Methods of Termination. This Agreement shall terminate and be of no further force and effect: (a) if
Licensee discontinues or abandons the use of the Permitted Improvement for ninety (90) days or more; (b)
if either Party materially breaches this Agreement and fails to cure such breach within thirty (30) days’ after
receiving written notice of the breach (provided, however, if the breach cannot be cured within 30 days, the
period to cure shall be extended so long as the breaching Party is promptly and diligently pursuing the cure
to completion); (c) if Licensee relocates the Permitted Improvement from the Property; or (d) if DART
determines, in its sole discretion, that relocation of the Permitted Improvement is necessary or useful for
Anna –Sherman Line – County Road 376 6 of 8 Mile Post 309.40
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DART or Railroad’s use of the Property and provides written notice to Licensee.
7.2. Restoration of the Property. Upon termination of this Agreement, Licensee shall remove all improvements
and appurtenances owned by it, situated in, on, under or attached to the Property, regardless of whether or
not such improvements were placed on the Property by Licensee, unless otherwise directed or permitted by
DART. Licensee shall restore the Property to a condition satisfactory to DART at its sole cost (unless
otherwise provided by this Agreement).
7.3. Relocation of the Permitted Improvement. If DART elects to terminate this Agreement by providing
written notice to Licensee that relocation of the Permitted Improvement is necessary or useful for DART
or Railroad’s use of the Property (as addressed above), DART shall work collaboratively with Licensee to
identify another property site that, in DART’s sole discretion, is suitable for the relocation of the Permitted
Improvement. If the Parties determine a mutually-acceptable property site owned by DART for the
relocation of the Permitted Improvement, the Parties shall execute a new license agreement comprised of
either the same terms and conditions contained in this Agreement or such other new terms and conditions
agreed-to by the Parties at that time. Licensee shall promptly and diligently remove or relocate the
Permitted Improvement within the period of time provided in DART’s relocation/termination notice (which
shall be no shorter than 90 days).
7.4. Relocation Costs. Licensee shall pay all costs and expenses associated with any relocation of the Permitted
Improvement. Licensee hereby WAIVES any claim that it may have regarding the payment of relocation
benefits, including claims arising under Chapter 460 of the Texas Transportation Act.
VIII. INDEMNITY AND SHIFTING OF RISK.
8.1. To the extent permitted by law, Licensee agrees to RELEASE, DEFEND, HOLD HARMLESS, AND
INDEMNIFY DART, Railroad, and their respective directors, officers, employees, contractors,
agents, and representatives (collectively “Indemnitees”) from and against all liabilities, losses,
damages, claims, costs, and expenses (including attorney’s fees) for bodily injury or death to any
person and for damage to, loss of, or loss of the use of any property arising out of or resulting from
Licensee’s (including Licensee’s employees, contractors, subcontractors, agents, or invitees) entry
onto the Property, performance under this Agreement, or breach of any of the terms of this
Agreement, except to the extent proximately caused by the gross negligence or intentional misconduct
of one or more Indemnitees. Additionally, Licensee shall INDEMNIFY, DEFEND, AND HOLD
DART AND RAILROAD HARMLESS against all costs, expenses, claims, and liability related to any
environmental contamination and related clean-up of the Property resulting from Licensee’s use of
the Property under this Agreement.
8.2. In the event any of the provisions of this indemnification section are determined by statutory authority or
judicial decision to be void or unenforceable, then this section shall not fail in its entirety, but will be
enforceable to the greatest extent permitted by law. This indemnification section and all other
indemnification and waiver provisions shall survive the termination of this Agreement.
IX. Miscellaneous.
9.1. Notice. Notices permitted or required by this Agreement shall be in writing and shall be deemed delivered
when hand delivered or sent by certified mail, return receipt requested, and addressed to: Licensee at the
address set out in the first paragraph of this Agreement; and DART at 1401 Pacific Avenue, Dallas Texas
75202, Attn: Railroad Management. Either Party may designate a different address for receipt of notice by
giving written notice of such change of address.
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9.2. Assignment. Licensee shall not, absent DART’s prior written consent, assign or transfer its rights under
this Agreement in whole or in part or permit any other person or entity to use the license granted pursuant
to this Agreement.
9.3. Governing Law. This Agreement shall be construed under and in accordance with the laws of the State of
Texas. Any action brought by a Party to enforce any provision of this License shall be commenced in a
state district court of competent jurisdiction in Dallas County, Texas.
9.4. Entirety. This Agreement embodies the entire agreement between the Parties and supersedes all prior
agreements and understandings, if any, relating to the Property and the matters addressed herein.
Specifically, this Agreement terminates and supersedes agreement number 220874 dated September 23,
2015, between DART and Anna 190 LLC (predecessor in interest to Licensee).
9.5. Amendments; Counterparts. This Agreement may be amended or supplemented only by a written
instrument executed by the Parties. The Parties may execute this Agreement in multiple originals and when
taken together, those originals constitute a whole.
9.6. Parties Bound; Third-Party Beneficiaries. This Agreement shall be binding upon and inure to the benefit
of the Parties and their respective heirs, personal representatives, successors and assigns. There are no
third-party beneficiaries to this Agreement.
9.7. No Joint Enterprise. The Parties do not intend that this Agreement be construed as finding that the Parties
have formed a joint enterprise. The purposes for which each Party has entered into this Agreement are
separate and distinct.
9.8. Severability. If any provision of this Agreement is determined to be illegal or unenforceable in any respect,
such determination will not affect the validity or enforceability of any other provision, each of which will
be deemed to be independent and severable.
9.9. No Waiver of Governmental Immunity. By entering into this Agreement, DART does not waive or
diminish any immunities, protections, or defenses available to it, including by example and without
limitation, governmental immunity and statutory caps on damages, except as provided by Chapter 271 of
the Texas Local Government Code.
9.10. Signature Authority. Each of the individuals signing this Agreement warrants that he or she is duly and
properly authorized to execute this Agreement on behalf of his or her respective Party.
(Signatures on following page)
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DALLAS AREA RAPID TRANSIT: BY: _________________________________
Caitlin Holland
Vice President, Real Estate & Economic Development
Development Department
Date: _________________________________
LICENSEE: CITY OF ANNA
BY: __________________________________
Printed Name: _________________________
Title: _________________________________
Date: _________________________________
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AGREEMENT NO. 222373
LICENSE AGREEMENT
This License Agreement (“Agreement”) is made by and between DALLAS AREA RAPID TRANSIT (“DART”),
a regional transportation authority created, organized, and existing pursuant to Chapter 452, Texas Transportation
Code, with offices at 1401 Pacific Avenue, Dallas, Texas 75202, and CITY OF ANNA (“Licensee”), a Texas home
rule municipal corporation located at P.O. Box 186, Anna Texas 75409.
Whereas, DART previously permitted the installation of Permitted Improvement (as defined below) with a
separate entity in 2015.
Whereas, Licensee is taking on responsibilities and desires a new license agreement with DART.
DART and Licensee (individually referred to herein as a “Party” or collectively as “Parties”) agree as follows:
I. Definitions.
1.1 “Corridor” shall mean DART’s railroad corridor between Dallas and Sherman, Texas.
1.2 “Effective Date” shall mean the date this Agreement is last signed by a Party.
1.3 “Permitted Improvement” shall mean one (1) underground 8-inch PVC sanitary sewer line inside a 20-inch
steel casing pipe, more particularly detailed in Exhibit A, attached to this Agreement and fully incorporated
herein.
1.4 “Permitted Use” shall mean designing, constructing, installing, operating, reconstructing, maintaining,
repairing, replacing, and removing the Permitted Improvement at the Property.
1.5 The “Property” where the Permitted Improvement is located shall mean the tract of right-of-way on the
Corridor located at:
Mile Post 309.40
Latitude: 33.374902 / Longitude: -96.552812
Anna, Collin County, Texas
1.6 “Railroad” shall mean Dallas, Garland & Northeastern Railroad, Inc, which holds certain rights and
obligations with respect to freight railroad operations on the Corridor, and any future freight operators,
passenger operators, and entities providing passenger service or railroad maintenance on the Corridor
during the term of this Agreement pursuant to an agreement with DART.
II. Consideration.
2.1 License Fee. Licensee shall pay ONE THOUSAND EIGHT HUNDRED AND NO/100 DOLLARS
($1,800.00) per annum. The License Fee shall be due on the Effective Date and then continuously thereafter
on an annual basis. Licensee shall timely pay the License Fee regardless of whether Licensee receives an
invoice or other reminder from DART.
2.2 Acceptance of License Fee. DART’s acceptance of any License Fee after termination of this Agreement
shall not reinstate or continue the terms of this Agreement. Likewise, DART’s acceptance of the License
Fee, or any portion of the Licensee Fee, shall not affect any provision of this Agreement or constitute a
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waiver of DART’s right to enforce any term of this Agreement.
2.3 Late Fees. Any payment not received by DART by the 10th day after it is due, shall bear a late charge of
$50.00 to help offset the administrative cost involved in handling such late payment. For any payment not
received by DART by the 15th day after it is due, such payment shall bear interest at the maximum rate
permitted by law from the date it was due until it is paid, in addition to the late charge.
2.4 Annual Adjustment. The License Fee shall be adjusted annually: (a) by a three percent (3%) increase over
the License Fee applicable to the prior year, or (b) in accordance with the Consumer Price Index (“CPI”)
described below, whichever is greater.
a. The CPI shall be calculated as the percentage change in the CPI during the twelve months preceding
the date of change according to the cost-of-living changes in the Consumer Price Index for All
Urban Consumers (“CPI-U”) for Dallas-Fort Worth, Texas, “All Items,” as published by the Bureau
of Labor Statistics, U.S. Department of Labor.
b. If any time during the term hereof the U.S. Bureau of Labor Statistics shall discontinue the issuance
of the CPI, Licensor shall provide Licensee with an alternative nationally recognized cost-of-living
index for the Dallas-Fort Worth area then issued and available, which is published by the U.S.
Government.
2.5 Fair Market Value Adjustment. In addition to the annual adjustment described above, DART may, in its
sole discretion and with written notice to Licensee, adjust the License Fee from time to time to account for
increases in the fair market value of the Property.
III. Purpose and Term.
3.1 Permitted Improvement. DART hereby grants a license to Licensee for the Permitted Use so long as the
Permitted Use does not interfere with the operations of DART or Railroad, and Licensee otherwise complies
with the requirements of this Agreement.
3.2 Limitations. Licensee’s right to enter upon and use the Property shall be limited solely to the Permitted Use,
for the term of this Agreement, and in accordance with the conditions of this Agreement. This Agreement
is not intended to convey and does not convey to Licensee any real property interest in the Property or any
portion of the Corridor. This Agreement may not be recorded in the real property records. The license
granted pursuant to this Agreement is non-exclusive and is subject to (a) any existing utility, drainage, or
communication facility located in, on, under, or upon the Property; (b) all vested rights presently owned by
any railroad, utility or communication company, or other entity located within the boundaries of the
Property; and (c) any existing lease, license, easement, or other interest in the Property granted by DART
or its predecessors in interest. The license granted by this Agreement is granted expressly subject and
subordinate to DART’s right to use the Property for any purpose whatsoever, except as expressly provided
in this Agreement.
3.3 No Warranty. DART and Railroad make no representations as to the condition of the Property or its
suitability for any particular purpose, including by example and not limitation, warranties regarding the
Property’s state of repair, use of the Property, access to the Property, or subsurface or aerial installations
on or near the Property. The Property is available for Licensee’s use on an “as is, where is, and with all
faults” basis. Licensee shall, at its sole cost, conduct its own inspections of the Property and shall not rely
on any information disclosed or not disclosed by DART, Railroad, or any of their respective employees,
agents, or representatives.
3.4 Term. The term of this Agreement shall begin on the Effective Date and continue until terminated in
accordance with this Agreement.
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IV. Design, Construction, Operation, and Maintenance of the Permitted Improvement.
4.1. Construction Plans. During the design phase and prior to commencing any construction on the Property, a
copy of the construction plans (“the Plans”) for the Permitted Improvement showing the exact location,
type, depth of the construction, the working area, and any cathodic protection measures shall be submitted
for written approval to DART. No work shall commence on the Property until the Plans have been approved
in writing by DART, which approval shall not be unreasonably withheld. To the extent necessary for
construction of the Permitted Improvement, Licensee shall also coordinate with Railroad and obtain
Railroad’s approval of the Plans prior to the start of any work.
4.2. Safety. Licensee agrees to design, construct, and operate the Permitted Improvement in such a manner so
as not to create a dangerous, unsafe, or otherwise hazardous condition on or near the Property. Licensee
shall implement any cathodic protection, including stray current corrosion control measures, necessary to
ensure the safety of the Permitted Improvement and maintain compliance with applicable laws, regulations,
ordinances, and rules. If applicable to the Permitted Improvement, Licensee shall institute and maintain a
continuous testing program to determine whether additional cathodic protection of its Permitted
Improvement is needed.
4.3. Authority to Enter the Property. Licensee shall ensure that anyone working on the Property under
Licensee’s control possesses authority to be on the Property and can readily demonstrate such authority,
either through photo identification issued by Licensee or Licensee’s contractor (“Contractor”) or immediate
confirmation by the worker’s on-site supervisor.
4.4. Foul Zone. Licensee shall not perform any activities, or permit Contractor to perform any activities, that
could result in equipment, people, or materials entering within 25 feet of any railroad tracks (the “Foul
Zone”) unless:
a. Flagger(s) qualified on DART and Railroad’s operating and safety rules are present; and
b. Anyone working under Licensee’s control and engaged in an activity that necessitates flaggers has,
within the last 365 calendar days from the date the Work is to be performed, attended a creditable
Roadway Worker Protection course, successfully passed all required examinations associated with
that course, and can provide proof of course completion upon request from DART or
Railroad. DART and Railroad shall determine whether the Roadway Worker Protection course is
creditable.
Licensee shall pay all costs associated with flaggers and Roadway Worker Protection courses.
4.5. Maintenance. Licensee shall maintain the Property and Permitted Improvement in a good, clean, and safe
condition. Licensee shall use diligent care to avoid damaging any existing structures, equipment, and/or
vegetation on or about the Property and any adjacent property. If Licensee, Contractor, or anyone under
Licensee’s control causes damage to the Property or an adjacent property, Licensee shall immediately
replace or repair the damage at no cost or expense to DART or Railroad.
4.6. Costs and Reimbursement. Licensee agrees to pay for any damages, costs, or expenses that DART incurs
by reason of Licensee’s use of the Property. If Licensee fails to repair or replace damage to the Property
or fails to properly maintain the Property or Permitted Improvement, DART and/or Railroad shall notify
Licensee of such noncompliance with this Agreement. In the event Licensee has not remedied the failure
within ten (10) days from the date of such notice, DART and Railroad, individually or collectively, shall
have the right, but not the obligation, to remedy such failure at the sole cost and expense of Licensee.
Licensee shall immediately reimburse DART and/or Railroad, as applicable, for all costs resulting from
Licensee’s failure to repair, replace, or maintain the Property and/or Permitted Improvement in accordance
with this Agreement.
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4.7. As-builts. Licensee shall provide certified final construction drawings (“As-Builts”), signed and sealed by
a Texas professional engineer, to DART within ninety (90) days after the last date of construction work on
the Property. The Parties agree that DART will suffer damages if As-Builts are not timely provided by
Licensee and it is impossible to determine the amount of such damages in advance. Accordingly, the Parties
agree, not as a penalty but as a measure of reasonable damages, that a fee of $500 per month (prorated as
applicable) until As-Builts are provided represents reasonable compensation for DART’s actual damages
suffered by the delay. DART shall comply with state and local laws, including Chapter 251 of the Texas
Utilities Code, before performing work around the Permitted Improvement and shall not exclusively rely
on As-Builts provided by Licensee pursuant to this Agreement.
4.8. Electrically Powered Equipment. DART and Railroad may, in compliance with applicable state and federal
safety regulations, use electrically powered equipment on the Property or adjoining properties, which could
result in live electrical current in proximity to the Permitted Improvement and produce corrosive effects to
the Permitted Improvement. Licensee WAIVES any claim against DART or Railroad arising from the
use of electrically powered equipment pursuant to this paragraph.
4.9. Governmental Approvals. Licensee, at its sole cost and expense, shall be responsible for obtaining any
licenses, permits, or other approvals from any federal, state, or local agencies required to carry on any
activity on the Property permitted by this Agreement.
4.10. Other Required Agreements. Prior to the start of any construction work on the Property, Licensee or
Contractor, as applicable, shall execute any additional agreements that DART or Railroad determine are
necessary in connection with such work, including but not limited to a contractor’s right-of-entry
agreement. Licensee shall be responsible for ensuring Contractor complies with the terms and conditions
of this Agreement and any contractor’s right-of-entry agreement or other agreement related to the Permitted
Use. Licensee shall be responsible for obtaining a copy of any such agreement entered into by Contractor
pursuant to this section.
4.11. Mechanic’s Liens Not Permitted. Licensee shall fully pay for all labor and materials used in, on, or about
the Property and, to the extent permitted by law, shall not permit or suffer any mechanic’s or materialmen’s
liens of any nature to be affixed against the Property by reason of any work done or materials furnished to
the Property on behalf of Licensee. In the event a lien is attached to the Property, Licensee shall (at DART’s
option) immediately seek removal of the lien or provide a bond that discharges the lien in accordance with
Texas law. Licensee shall pay all costs associated with such removal, including reasonable attorney’s fees.
4.12. Compliance with Laws and Regulations. Licensee agrees to abide by all laws, ordinances, and regulations
of any governmental entity or regulatory agency with jurisdiction over the Property and/or Licensee.
Licensee shall also abide by all rules, policies, and operating procedures established by DART or Railroad
that are communicated to Licensee in advance, so long as such rules, policies, or operating procedures do
not conflict with any rules or guidance promulgated by a regulatory agency and applicable to Licensee.
V. Insurance
5.1. Required Insurance. Prior to entry onto the Property, Licensee shall procure and maintain, at its sole cost
and expense, commercial general liability insurance in the following form and amount:
a. Per occurrence limit of at least $5,000,000
b. Primary and non-contributory endorsement
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c. Endorsement naming DART, Railroad, and their respective directors, officers, representatives,
contractors, agents, and employees as additional insureds with respect to ongoing and completed
operations without qualifications or restrictions
d. Endorsement waiving the issuing insurance company’s rights of recovery against DART and
Railroad, whether by way of subrogation or otherwise
e. Endorsement removing exclusions for operations within fifty (50) feet of a railroad or, alternatively,
purchase of a Railroad Protective Policy
f. Endorsement removing exclusions for XCU hazards
g. The form of coverage and insurer(s) must be satisfactory to DART.
5.2. Proof of Insurance. Licensee shall furnish Certificates of Insurance and copies of required endorsements
to DART as evidence of the coverages required. Upon DART’s request, Licensee shall also provide any
additional documentation necessary to demonstrate the insurance coverage required. Licensee’s insurance
shall be primary and non-contributory coverage in all instances.
5.3. Notice of Cancellation or Nonrenewal. Licensee shall provide written notice to DART within fifteen (15)
days of learning (through notice from Licensee’s insurer or other means) that an insurance policy required
by this Agreement will be cancelled, non-renewed, or modified in a manner that will result in Licensee’s
noncompliance with the terms of this Agreement.
VI. Environmental Protection
6.1. Licensee shall not use or permit the use of the Property for any purpose that may be in violation of any
local, state, or federal laws pertaining to health or the environment, including but not limited to, the
Comprehensive Environmental Response, Compensation, and Liability Act (“CERCLA”), the Resource
Conservation and Recovery Act (“RCRA”), the Clean Water Act (“CWA”), and the Clean Air Act
(“CAA”).
6.2. Licensee warrants that the Permitted Use of the Property will not result in the disposal or other release of
any hazardous substance or solid waste on or to the Property, and that it will take all steps necessary to
ensure that no such hazardous substance or solid waste will ever be discharged onto the Property by
Licensee, Contractor, or any other person under Licensee’s control.
6.3. The terms “hazardous substance” and “release” shall have the meanings specified in CERCLA and the
terms “solid waste” and “disposal” (or “disposed”) shall have the meanings specified in the RCRA;
provided, however, that in the event either CERCLA or RCRA is amended so as to broaden the meaning
of any term defined thereby, such broader meaning shall apply subsequent to the effective date of such
amendment. To the extent that the laws of the State of Texas establish a meaning for “hazardous substance,”
“release,” “solid waste,” or “disposal,” that is broader than that specified in either CERCLA or RCRA, such
broader meaning shall apply.
VII. Termination and Relocation.
7.1. Methods of Termination. This Agreement shall terminate and be of no further force and effect: (a) if
Licensee discontinues or abandons the use of the Permitted Improvement for ninety (90) days or more; (b)
if either Party materially breaches this Agreement and fails to cure such breach within thirty (30) days’ after
receiving written notice of the breach (provided, however, if the breach cannot be cured within 30 days, the
period to cure shall be extended so long as the breaching Party is promptly and diligently pursuing the cure
to completion); (c) if Licensee relocates the Permitted Improvement from the Property; or (d) if DART
determines, in its sole discretion, that relocation of the Permitted Improvement is necessary or useful for
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DART or Railroad’s use of the Property and provides written notice to Licensee.
7.2. Restoration of the Property. Upon termination of this Agreement, Licensee shall remove all improvements
and appurtenances owned by it, situated in, on, under or attached to the Property, regardless of whether or
not such improvements were placed on the Property by Licensee, unless otherwise directed or permitted by
DART. Licensee shall restore the Property to a condition satisfactory to DART at its sole cost (unless
otherwise provided by this Agreement).
7.3. Relocation of the Permitted Improvement. If DART elects to terminate this Agreement by providing
written notice to Licensee that relocation of the Permitted Improvement is necessary or useful for DART
or Railroad’s use of the Property (as addressed above), DART shall work collaboratively with Licensee to
identify another property site that, in DART’s sole discretion, is suitable for the relocation of the Permitted
Improvement. If the Parties determine a mutually-acceptable property site owned by DART for the
relocation of the Permitted Improvement, the Parties shall execute a new license agreement comprised of
either the same terms and conditions contained in this Agreement or such other new terms and conditions
agreed-to by the Parties at that time. Licensee shall promptly and diligently remove or relocate the
Permitted Improvement within the period of time provided in DART’s relocation/termination notice (which
shall be no shorter than 90 days).
7.4. Relocation Costs. Licensee shall pay all costs and expenses associated with any relocation of the Permitted
Improvement. Licensee hereby WAIVES any claim that it may have regarding the payment of relocation
benefits, including claims arising under Chapter 460 of the Texas Transportation Act.
VIII. INDEMNITY AND SHIFTING OF RISK.
8.1. To the extent permitted by law, Licensee agrees to RELEASE, DEFEND, HOLD HARMLESS, AND
INDEMNIFY DART, Railroad, and their respective directors, officers, employees, contractors,
agents, and representatives (collectively “Indemnitees”) from and against all liabilities, losses,
damages, claims, costs, and expenses (including attorney’s fees) for bodily injury or death to any
person and for damage to, loss of, or loss of the use of any property arising out of or resulting from
Licensee’s (including Licensee’s employees, contractors, subcontractors, agents, or invitees) entry
onto the Property, performance under this Agreement, or breach of any of the terms of this
Agreement, except to the extent proximately caused by the gross negligence or intentional misconduct
of one or more Indemnitees. Additionally, Licensee shall INDEMNIFY, DEFEND, AND HOLD
DART AND RAILROAD HARMLESS against all costs, expenses, claims, and liability related to any
environmental contamination and related clean-up of the Property resulting from Licensee’s use of
the Property under this Agreement.
8.2. In the event any of the provisions of this indemnification section are determined by statutory authority or
judicial decision to be void or unenforceable, then this section shall not fail in its entirety, but will be
enforceable to the greatest extent permitted by law. This indemnification section and all other
indemnification and waiver provisions shall survive the termination of this Agreement.
IX. Miscellaneous.
9.1. Notice. Notices permitted or required by this Agreement shall be in writing and shall be deemed delivered
when hand delivered or sent by certified mail, return receipt requested, and addressed to: Licensee at the
address set out in the first paragraph of this Agreement; and DART at 1401 Pacific Avenue, Dallas Texas
75202, Attn: Railroad Management. Either Party may designate a different address for receipt of notice by
giving written notice of such change of address.
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9.2. Assignment. Licensee shall not, absent DART’s prior written consent, assign or transfer its rights under
this Agreement in whole or in part or permit any other person or entity to use the license granted pursuant
to this Agreement.
9.3. Governing Law. This Agreement shall be construed under and in accordance with the laws of the State of
Texas. Any action brought by a Party to enforce any provision of this License shall be commenced in a
state district court of competent jurisdiction in Dallas County, Texas.
9.4. Entirety. This Agreement embodies the entire agreement between the Parties and supersedes all prior
agreements and understandings, if any, relating to the Property and the matters addressed herein.
Specifically, this Agreement terminates and supersedes agreement number 220874 dated September 23,
2015, between DART and Anna 190 LLC (predecessor in interest to Licensee).
9.5. Amendments; Counterparts. This Agreement may be amended or supplemented only by a written
instrument executed by the Parties. The Parties may execute this Agreement in multiple originals and when
taken together, those originals constitute a whole.
9.6. Parties Bound; Third-Party Beneficiaries. This Agreement shall be binding upon and inure to the benefit
of the Parties and their respective heirs, personal representatives, successors and assigns. There are no
third-party beneficiaries to this Agreement.
9.7. No Joint Enterprise. The Parties do not intend that this Agreement be construed as finding that the Parties
have formed a joint enterprise. The purposes for which each Party has entered into this Agreement are
separate and distinct.
9.8. Severability. If any provision of this Agreement is determined to be illegal or unenforceable in any respect,
such determination will not affect the validity or enforceability of any other provision, each of which will
be deemed to be independent and severable.
9.9. No Waiver of Governmental Immunity. By entering into this Agreement, DART does not waive or
diminish any immunities, protections, or defenses available to it, including by example and without
limitation, governmental immunity and statutory caps on damages, except as provided by Chapter 271 of
the Texas Local Government Code.
9.10. Signature Authority. Each of the individuals signing this Agreement warrants that he or she is duly and
properly authorized to execute this Agreement on behalf of his or her respective Party.
(Signatures on following page)
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DALLAS AREA RAPID TRANSIT: BY: _________________________________
Caitlin Holland
Vice President, Real Estate & Economic Development
Development Department
Date: _________________________________
LICENSEE: CITY OF ANNA
BY: __________________________________
Printed Name: _________________________
Title: _________________________________
Date: _________________________________
Item No. 5.e.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Lauren Mecke
AGENDA ITEM:
Approve an Ordinance abandoning a 20' alley deemed unnecessary for use by the
public and authorizing the Mayor to execute a Quitclaim Deed to transfer the property to
the adjacent landowner in a form approved by the City Attorney. (Planning Manager
Lauren Mecke)
SUMMARY:
The property owner is requesting to abandon the 20' alley adjoining Original Town of
Anna, Block 12, Lots 1–16.
Staff recommends approval as submitted.
STAFF RECOMMENDATION:
This is associated with the Sherley Avenue Addition, Block A, Lot 1, Final Plat,
approved by the Planning & Zoning Commission at their meeting on May 5, 2025.
History
"Original Donation" surveys were typically created and recorded with the County Clerk's
office during the 1840s - 1870s. Many traditional Texas downtowns and their immediate
areas were platted in this manner. Since Anna was established as a town in 1883 and
then incorporated as a city in 1913, it is likely that the Original Town of Anna surveys
were created during that time.
The property consists of 16 lots and adjacent public alleys within Block 12. Over time,
the lots within this block have been acquired under single ownership. The property
owner is requesting to abandon the 20' alley adjoining Original Town of Anna, Block 12,
Lots 1–16, in order to replat the property into one lot.
Except for the historic Sherley Brothers Building, the surrounding lots that once
contained structures with a shared public alley are now gone and these alleys now
serve no purpose. Staff and the surveyor have been unable to find record of these
alleys being formally abandoned in the past.
ATTACHMENTS:
1. Locator - Original Town of Anna Block 12
2. Ordinance - Original Town of Anna BL 12 Alley Abandon
3. Exhibit A - Original Town of Anna BL 12 Alley Abandon
4. Exhibit B (QUITCLAIM DEED) - Original Town of Anna BL 12 Alley Abandon
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CITY OF ANNA, TEXAS
ORDINANCE NO. ________________
AN ORDINANCE OF THE CITY OF ANNA, TEXAS VACATING AND ABANDONING A
PORTION OF RIGHT-OF-WAY IN THE MARTIN MOORE SURVEY, ABSTRACT NO. 649 IN
THE CITY OF ANNA, COLLIN COUNTY, TEXAS AND BEING PART OF COUNTY ROAD 369;
DECLARING THAT THE PROPERTIES ARE UNNECESSARY FOR USE BY THE PUBLIC;
AUTHORIZING THE MAYOR OF THE CITY TO EXECUTE A QUITCLAIM DEED RELEASING
THE PUBLIC OWNERSHIP INTEREST AND CONTROL IN THE PROPERTY; PROVIDING FOR
SEVERABILITY OF THE ORDINANCE AND PROVIDING FOR AN EFFECTIVE DATE OF THIS
ORDINANCE.
WHEREAS, the City of Anna, Texas (“City”) is a home rule city acting under its charter adopted
by the electorate pursuant to article XI, Section 5 of the Texas Constitution and Chapter 9 of the
Texas Local Government Code; and
WHEREAS, the City recognizes the need to vacate and abandon the alley within Original Town
of Anna, Block 12, as more fully described and depicted in Exhibit “A” attached hereto and
incorporated herein by reference (said portion being hereinafter referenced as the “Right-of-
Way”); and
WHEREAS, the City Council, after careful study and consideration, has determined that the Right-
of-Way is no longer required for use by the general public, nor convenient to the public in general
and, therefore, constitute a public charge without a corresponding public benefit, and the public
would be better served and benefitted by its vacation and abandonment; and
WHEREAS, in association with the City’s abandonment of the Right-of-Way, the City desires to
execute a quitclaim deed releasing all of the City’s right, title and interest in a certain portion of
the Right-of-Way.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA,
TEXAS THAT:
Section 1.Recitals Incorporated
The above recitals are incorporated herein by reference for all purposes.
Section 2.Abandonment
The Right-of-Way, as further described in the attached Exhibit “A,” said Right-of-Way being
heretofore held by the City of Anna, Texas in the public’s trust is hereby vacated and
abandoned.
Section 3.Quitclaim Deed Authorization
The Mayor of the City is hereby authorized and empowered to execute, on behalf of the City,
a quitclaim deed releasing to an abutting property owner(s) all of the City’s right, title and
2
interest of a certain portion the Right-of-Way, said portion being further described in a
Quitclaim Deed, the form of which is attached hereto as Exhibit “B.”
Section 4.Savings, Repealing and Severability Clauses
It is hereby declared to be the intention of the City Council that the words, sentences,
paragraphs, subdivisions, clauses, phrases, and provisions of this ordinance are severable
and, if any phrase, sentence, paragraph, subdivision, clause, or provision of this ordinance
shall be declared unconstitutional or otherwise invalid or inapplicable by the valid judgment or
decree of any court of competent jurisdiction, such unconstitutionality, invalidity or
inapplicability shall not affect any of the remaining words, sentences, paragraphs,
subdivisions, clauses, phrases, or provisions of this ordinance, since the same would have
been enacted by the City Council without the incorporation in this ordinance of any such
unconstitutional, invalid or inapplicable words, sentences, paragraphs, subdivisions, clauses,
phrases, or provisions. Further, all ordinances or parts of ordinances in force when the
provisions of this ordinance become effective that are consistent and do not conflict with the
terms and provisions of this ordinance are hereby ratified to the extent of such consistency
and lack of conflict, and all ordinances or parts of ordinances in force when the provisions of
this ordinance become effective that are inconsistent or in conflict with the terms and
provisions contained in this ordinance are hereby repealed only to the extent of any such
conflict.
Section 5.Publication of the Caption and Effective Date
This ordinance shall be effective upon its passage by the City Council, approval by the Mayor,
and posting and/or publication, if required by law, of its caption. The City Secretary is hereby
authorized and directed to implement such posting and/or publication.
PASSED by the City Council of the City of Anna, Texas this 27th day of May 2025.
ATTESTED: APPROVED:
________________________________ _________________________
Carrie L. Land, City Secretary Nate Pike, Mayor
QUITCLAIM DEED Page 1 of 4, including exhibits
QUITCLAIM DEED
STATE OF TEXAS §
§
COUNTY OF COLLIN §
KNOW ALL MEN BY THESE PRESENTS:
For and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration,
the receipt and sufficiency of which is hereby acknowledged, the City of Anna, Texas ("Grantor") located
at 120 W. Seventh Street, Anna, Texas 75409, Collin County, Texas, does hereby bargain, sell, convey
and forever quitclaim unto: Marquin J. Hunn and Mendel Kunkle ("Grantee"), property owner of a parcel of
land situated in the Original Town of Anna, Block 12, in the City of Anna, Collin County, Texas 75409 in a
deed recorded in Volume 21, Page 368 of the Collin County deed records, more particularly described by
metes and bounds in Exhibit “A” attached hereto and made a part hereof for all purposes and any and all
of Grantee's legal representatives, successors or assigns, all of Grantor's right, title, and interest in save
and except that such portions are hereby reserved by Grantor as public utility easements and Grantee
consents and agrees to said reservation.
TO HAVE AND TO HOLD all of Grantor's right, title and interest in and to the above described land unto
the said Grantee, its successors and assigns forever, so that neither Grantor nor Grantor's legal
representatives, successors or assigns shall have, claim or demand any right or title to the aforesaid land,
premises or appurtenances or any part thereof, save and except that such rights-of-way and easements
are hereby reserved by the City of Anna as public utility easements.
EXECUTED this _____ day of _____________________, 2025 by the Mayor of the City of Anna in
accordance with the authority granted him by the City Council of the City of Anna through passage of City
of Anna Ordinance No. ___________.
CITY OF ANNA, TEXAS
By: ________________________________
Pete Cain, Mayor
Before me on this day personally appeared Pete Cain, known to me to be the person whose
name is subscribed to the foregoing instrument and acknowledged to me that he is the Mayor of Anna,
Texas, he acted on and by the authority of the City Council and executed this deed for the purposes and
consideration therein expressed.
Given under my hand and seal of office this _____ day of ________________, 2025.
______________________________________
Notary Public in and for the State of Texas
QUITCLAIM DEED Page 2 of 4, including exhibits
Agreed and accepted:
____________________
Marquin J. Hunn, Grantee
Before me on this day personally appeared Marquin J. Hunn, known to me to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that he executed this
deed for the purposes and consideration therein expressed.
Given under my hand and seal of office this _____ day of ________________, 2025.
______________________________________
Notary Public in and for the State of Texas
Agreed and accepted:
____________________
Mendel Kunkle, Grantee
Before me on this day personally appeared Mendel Kunkle, known to me to be the person whose
name is subscribed to the foregoing instrument and acknowledged to me that he executed this deed for
the purposes and consideration therein expressed.
Given under my hand and seal of office this _____ day of ________________, 2025.
______________________________________
Notary Public in and for the State of Texas
Item No. 5.f.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Lauren Mecke
AGENDA ITEM:
Approve a Resolution regarding Liberty Hills, Phases 1 and 2, Preliminary Plat (PP 25-
0008) (Planning Manager Lauren Mecke)
SUMMARY:
The applicant is requesting a waiver from the minimum cul-de-sac length requirement
for three streets (Merion Drive, Bermuda Drive, and Brookhollow Lane) within their
Preliminary Plat.
At the May 5, 2025, Planning & Zoning Commission Meeting, the Commission voted 7-0
to recommend approval of the Preliminary Plat subject to City Council approval of a
waiver from Subdivision Regulations Sec. 9.02.081(p) Maximum and Minimum Length
of Cul-De-Sac Streets.
STAFF RECOMMENDATION:
33 Mixed Density lots, 215 Single-Family-6.0 lots, 147 Single-Family-7.2 lots, 59 Single-
Family-8.4 lots, and 24 Homeowners’ Association lots on 140± acres on the north side
of County Road 368, 1,700± feet west of S. Central Expressway (US Highway 75).
Zoned Planned Development/Single Family Residential 8.4/ Single Family Residential
7.2/ Single Family Residential 6.0/Mixed Density/Multi-Family Residential/Local
Commercial/Regional Commercial/Mixed Use/Light Industrial/Heavy Industrial/(PD/SF-
8.4/SF-7.2/SF-6.0/MD/MF/C-1/C-2/I-1/I-2) (Ord. No. 1111-2024-08)
The applicant is requesting a waiver from:
Sec. 9.02.081 (p) Maximum and Minimum Length of Cul-De-Sac Streets
A cul-de-sac street shall not be longer than 600 feet and be a minimum of 400 feet, and
at the closed end a cul-de-sac shall have a turnaround bulb with an outside pavement
diameter of at least 80 feet and a right-of-way diameter of at least 100 feet. The length
of a cul-de-sac shall be measured from the centerline of the intersecting street to the
center point of the cul-de-sac bulb.
The proposed cul-de-sacs comply with the approved Liberty Hills concept plan.
Staff recommends approval as submitted.
ATTACHMENTS:
1. Locator Map - Liberty Hills, Phases 1 and 2, Preliminary Plat (PP 25-0008)
2. Resolution - Liberty Hills, Phases 1 and 2, Preliminary Plat (PP 25-0008)
3. Exhibit A - Liberty Hills, Phases 1 and 2, Preliminary Plat (PP 25-0008)
4. Waiver Request - Liberty Hills, Phases 1 and 2, Preliminary Plat (PP 25-0008)
N US HIGHWAY 75COUNTYROAD290HACKBERRY DRN CENTRAL EXPYCOUNTYROAD 372W RO S A M O N D PKWY
BUCKFIELD DR NFERGUSONPKWYN BUDDY HAYES BLVDWI LLOWT
E
R
R
A
CE
LN
WINDINGSHORELNCOUNTYROAD368COUNTY ROAD 373
CREEK MEADOW DR WEDGE STONE DRO Z A R K HILLSLNJACINTHE DR
GINGKO DR
THORNCREEKDRH URRICANECREEKCIRR U NNING S P R IN G S D R
CROCKETT WAY BOONE DRHELMOKEN FALLS DR
RIVERLAW N D RLOFTWOODLN
ASHB ROOK LN
HOLLYBROOK L A N E
GREENVINEDRTIMBER RIDG E DR
CRO S S S H O R EDRFIELDSTONE LN
CROSSING DR
URBAN WAY
AMBER GATE DRHICKORYCHASELN
WILLOWHURST LN
K N O T T IN G HILLL N
ST I N N E T S T
T A C O M A WAY
CHLOE LN
SABLE TRACE LN
WILLIE R A Y S T
ROWAN RD
MOSSYLAKELNECHO HILL DR
SUE E L L E N S T
COUNTY ROAD 371
E U G E N E S T
HA M P T O N S T
NSTANDRIDGEBLVDHANAKOA FALLS DRLAURELWOODLNSTOCKPORTDRUSHIGHWAY75FREESTONE DR
LINDSEY LN
COUNTY ROAD 222
E COUNTY ROAD 370RUSTICWAYFAIRWAYLNCOUNTY ROAD 374PilotGroveCreekEast
ForkTri
n
i
t
y
Ri
v
erSisterGroveCreekVan Alstyne
75 SH 121
SH 5
Subject
Property
City Limits
ETJ
¯
0 1,000 2,000500
Feet
April 2025
Liberty Hills Phase 1 & 2
Preliminary Plat (PP 25-0008)
Inset Map
CITY OF ANNA, TEXAS
RESOLUTION NO. _____________________
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING LIBERTY HILLS, PHASES
1 AND 2, PRELIMINARY PLAT (PP 25-0008)
WHEREAS, In order to provide for the orderly development of land within the Anna city limits
and extraterritorial jurisdiction, the City Council of the City of Anna, Texas has adopted Article
9.02 (“Subdivision Regulations”) and Article 9.04 (“Zoning Ordinance”) of the Anna City Code
of Ordinances; and
WHEREAS, PH Land Holdings, LLC has submitted an application for the approval of Liberty
Hills, Phases 1 and 2, Preliminary Plat; and
WHEREAS, the applicant requests a waiver from Article 9.02 (Subdivision Regulations)
regarding the Adequacy of Streets and Thoroughfares, Street Dedications, and Maximum and
Minimum Length of Block or Street Segments for three cul-de-sacs less than 400 feet in length;
and
WHEREAS, the Preliminary Plat otherwise conforms to the City’s Subdivision Regulations and
Zoning Ordinance; and
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 of Development Plat
The City Council hereby approves Liberty Hills, Phases 1 and 2, Preliminary Plat attached
hereto as Exhibit A subject to additions and/or alterations to the engineering plans as required
by the City Engineer along with the waiver of Adequacy of Streets and Thoroughfares, Street
Dedications, and Maximum and Minimum Length of Block or Street Segments for Merion Drive,
Bermuda Drive, and Brookhollow Lane to be less than 400 feet in length.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 27th day
of May, 2025.
ATTEST: APPROVED:
_____________________________ ______________________________
City Secretary, Carrie Land Mayor, Pete Cain
MERI
O
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15' BL15' BLDWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 300'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
068517166 1 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
215 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
GRAPHIC SCALE IN FEET
0300 150 300 600
1" = 300'@ 24X36
NORTH
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINEOFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
Trees within Lot 1X, Block A are subject to tree preservation in accordance with the Liberty Hills Development
Agreement
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0160J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, this property is located within Zone X (unshaded)
defined as "Areas determined to be outside the 0.2% annual chance floodplain". If this site is not within an
identified special flood hazard area, this flood statement does not imply that the property and/or the structures
thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood
heights may be increased by man-made or natural causes. This flood statement shall not create liability on the
part of the surveyor.
SHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368PHASE 1
PHASE 2
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:DUNN, STACY 215
URBAN CROSSING
VOL. 2013, PG. 568
P.R.C.C.T.
CALLED 16.215 ACRES
SHEIKH M. ALAM
VOL. 4335, PG. 955, L.R.C.C.T.
BRIAN PREVIATY
INST. NO. 20220426000665550,
O.P.R.C.C.T.JAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.LOT 1R
LOT 23R
LOT 22R
LOT 21R
LOT 20R
LOT 19R
LOT 2R
CALLED 74.451 ACRES
LIBERTY 75, LP
INST. NO. 2024000024415
O.P.R.C.C.T.
TRACT ONE
CALLED 694.344 ACRES
LIBERTY 800, LP
INST. NO. 2023000025691, O.P.R.C.C.T.
JOH
N
E
L
LI
O
T
T
S
U
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ABS
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N
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2
9
6
C. R. 370
(TO BE ABANDONED)
URBAN WAY
CROSSING DRIVE3/4" IRF
3/4" IRF
1/2" IRF
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
P.O.B.
1/2" IRF
S88°27'41"W, 1449.07' TO THE SOUTHWEST
CORNER OF HENRY SMITH SURVEY,
ABSTRACT NO. 822 U. S. HIGHWAY 75(VARIABLE WIDTH R.O.W.)S88°36'37"W
105.16'N1°13'07"W2021.45'N1°13'07"W2021.45'S80°49'43"W
212.77'
S80°49'43"W
212.77'
S81°00'36"W
212.21'
55.50'50.00'50.00'50.00'N1°13'07"W121.00'55.00'60.00'62.05'62.15'40.81'N1°13'07"W121.00'60.00'
70.00'
60.00'
60.00'
60.00'
62.05'
60.00'
62.15'
60.00'
68.82'
60.00'81.70'
35.02'N2°22'26"E121.88'56.75'
59.36'
20.38'118.93'129.45'69.05'58.68'58.68'58.68'58.68'58.68'5S89°39'24"W
121.00'
21.19'51.05'51.05'51.05'51.05'51.05'51.0S86°02'29"W
121.00'N12°50'17"E134.77'S70°
4
4
'
1
7
"
E
68.2
9
'
N75°5
2
'
5
5
"
W
121.00
'
N79°29'5
0
"
W
121.00'
N83°06'45"W
121.00'
N86°43'41"W
121.00'N1°13'07"W120.00'10.00'
60.00'60.00'60.00'60.00'60.00'60.00'
24.29'N1°13'07"W120.00'116.00'120.00'23.18'
16.09'216.00'S88°46'53"W
101.81'
52.50'
66.13'
52.50'
66.13'
52.50'52.50'52.50'
66.13'
52.50'
66.13'
56.35'
66.13'N1°13'07"W127.84'10.00'
66.13'66.13'66.13'66.13'66.13'71.84'N1°13'07"W127.84'N1°13'07"W127.84'68.66'52.50'52.50'52.50'52.50'52.50'52.50'56.35'
10.00'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'127.84'127.84'N66
°
1
7
'
1
7
"
W
116
.
8
8
'
33.18 '
4 6 .15'28.93'N13°23'59"W118.80'N1°13'07"W120.00'N1°13'07"W120.00'N1°13'07"W120.00'N1°13'07"W120.00'N1°13'07"W121.00'S1°13'07"E121.00'909.97'131.70'165.99'353.52'68.51'
96.45'271.43'99.91'114.32'103.36'280.01'
1
1
7.81'
N88°46'53"E
83.67'255.68'61.09'488.58'793.16'85.79'593.87'10'
OAKMONT DRIVE
TALL WOODS DRIVEMUIRFIELD DRIVEBIG CEDAR LANE
MORRISON LANE60'R.O.W.70.5' R.O.W.100 R.O.W.
45'
90' R.O.W.
45'45'60' R.O.W.30'30'9
0
'
R
.O
.W
.
4
5
'
4
5
'
90' R.O.W.
45'45'50' R.O.W.25'25'50' R.O.W.
25'25'
10'50' R.O.W.25'25'R=50'
50' R.O.W.
25'25'50' R.O.W.25'25'50' R.O.W.
25'25'N1°13'07"W287.68'C9
C11
N88°46'53"E 280.01'C1
2N1°13'07"W807.14'N88°46'53"E 455.36'C13N88°46'53"E 499.01'
L12L13 L14L15
45.30'59.86'30.02'30.02'L17L18
L19
L20
C
7
7
C78 C79395.18'312.75'181.52'1006.64'310.81'305.68'241.00'10' U.E.10' U.E.V.A.M.
(TYP)V.A.M.
(TYP)
8' U.E.
8' U.E.
V.A.M.
(TYP)
V.A.M.
(TYP)
10'
V.A.M.
(TYP)
8' U.E.8' U.E.8' U.E.
8' U.E.
10'
10' U.E.10' U.E.10' U.E.10' U.E.
INST.NO. _______
O.P.R.C.C.T.
10' U.E.
INST.NO. _______
O.P.R.C.C.T.
10' U.E.
INST.NO. _______
O.P.R.C.C.T.
BLOCK B9X 1X
1X
BLOCK A
1XJAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.JAMIE SLATER PAXTON, et al
INST. NO. 20181221001547750,
O.P.R.C.C.T.
BLOCK B
BLOCK B
8 7 6 5 4 3 2
10 11 12 13 14 15 16
17
18
19
20
21
22
23
24
BLOCK C
BLOCK C
2 3 4 5 6 7
89101112131415
1XBLOCK Y
1X STANDRIDGE PARKWAYSTANDRIDGE PARKWAY170' WIDE T.P. & L. CO. EASEMENT(TRACT 3), VOL. 1155, PG. 356 &VOL. 1306, PG. 348170' WIDE T.P. & L. CO. EASEMENT(TRACT 3), VOL. 1155, PG. 356 &VOL. 1306, PG. 348HURRICANE CREEK ESTATES
(UNRECORDED)
HURRICANE CRE
E
K
LANE
MM ANNA 325, LP
INST. NO. 20190411000386110,
O.P.R.C.C.T.
APPROXIMATE AREA LOCATED IN ZONE
AE PER F.I.R.M. MAP NO. 48085C0155J,
DATED JUNE 2, 2009, AS AFFECTED BY
L.O.M.R, CASE NO. 09-06-2158P, DATED
JUNE 29, 2009
APPROXIMATE AREA LOCATED IN ZONE
AE PER F.I.R.M. MAP NO. 48085C0155J,
DATED JUNE 2, 2009, AS AFFECTED BY
L.O.M.R, CASE NO. 09-06-2158P, DATED
JUNE 29, 2009
URBAN WAY C3L2C4S1°16'41"E
287.55'
L4L3 RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.55'
30'
HEN
R
Y
S
MI
T
H
S
U
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V
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Y,
ABS
T
R
A
C
T
N
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8
2
215' BL15' BL15' BL
15' BL5' BL5' BL15' BL15' BL
15' BL
APPROXIMATE LOCATION OF
ABSTRACT LINEROSAMOND PARKWAYC. R. 368(TO BE ABANDONED)C. R. 368(TO BE ABANDONED)131.47'128.22'46.00'23.42'
45.00'
45.00'45.00'5'1X
SEE NOTESMUIRFIELD DRIVEDWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
06135006 2 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
MATCH LINE SHEET 3
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINESHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
OFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:
NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
Trees within Lot 1X, Block A are subject to tree preservation in accordance with the Liberty Hills Development
Agreement.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.DUNN, STACY 215
0.50'28.34'28.43 '
13.10'
BRIAN PREVIATY
INST. NO. 20220426000665550,
O.P.R.C.C.T.JAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.CALLED 74.451 ACRES
LIBERTY 75, LP
INST. NO. 2024000024415
O.P.R.C.C.T.
HEN
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8
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2
U. S. HIGHWAY 75(VARIABLE WIDTH R.O.W.)3/4" IRF
3/4" IRF
1/2" IRF
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.
TXDOT ALUM.
R.O.W. DISK FND.N1°13'07"W2021.45'S80°49'43"W
212.77'
S80°49'43"W
212.77'
S81°00'36"W
212.21'
18.70'
31.94'
29.82'S22°40'15"E120.81
'S18°08'45"E120.96'28.27'
5 2 .2 1 '
5 2 .2 1 '
5 2 .2 1 '5 2 .2 1 '5 4 .7 5 '10.01'121.49
'S27°11
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"E120.83
'S13°37'14"E
5 5 .1 5 '
23.79'
25.13'
65.16'
49.09'S5°58'56"E123.57'6 5.71'
5 8 .4 0 '
5 8 .4 0 '6.74'S20°51'09"E122.89
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58.73'50.00'
S88°46'53"W
97.02'
50.00'50.00'50.00'50.00'50.00'55.50'N7°04'56"W130.22'33.26'
6 3 .4 0 'N1°13'07"W127.84'42.17'50.00'50.00'50.00'50.00'
15.20'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'235.47'21.01'
20.47'107.63'127.84'10.00'
55.50'50.00'50.00'50.00'50.00'50.00'50.00'81.59'58.09'53.50'N89°16'31"W
121.00'33.70'53.50'8.13'81.43'N9°38'39"W123.37'N9°38'39"W122.99'17.73'
46.00'
46.00'
46.00'
46.28'
45.00'
45.00'
45.00'
45.00'N9°38'39"W122.61'25.77'49.77'N89°16'31"W
121.00'N9°38'39"W123.75'69.05'58.68'58.68'58.68'58.68'58.68'58.68'58.68'58.68'58.68'41.14'
S89°39'24"W
121.00'
21.19'51.05'51.05'51.05'51.05'51.05'51.05'51.05'51.05'51.05'35.79'
S86°02'29"W
121.00'
S82°25'34"W
121.00'
S78°48'38"
W
121.00'52.00
'
15.53'N69°02'
4
3
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E
121.00'
20.12'52.00
'
15.53'
S69°02'
4
3
"
W
121.00'
S75°11'4
3
"
W
121.00'
S71°34'
4
8
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W
121.00'
N75°5
2
'
5
5
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W
121.00
'
N79°29'5
0
"
W
121.00'
N83°06'45"W
121.00'
N86°43'41"W
121.00'N17°42'15"W121.42'
5 6 .9 4 '
6 0 .9 9 '
6 0 .9 9 '6 0 .9 9 '6 0 .9 9 '4 6 .0 0 'N11°59'05"W124.05'2.48'
6 6 .6 2 'S7°09'42"E121.79'N23°25'24
"W120.31
'
30.84'
66.7
0'
48.9
2'S35
°4
3
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23
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.57
'N34°51
'42
"W123.33
'N29°08
'33
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'37.10'181.11 '
N
4
4
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0
9
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4
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1
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6
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N
4
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2
7
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3
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2
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3
7
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20.75'
15.51'133.54'48.75'
39.27'
91.21'
10.04'
85.31'N23°15'28"E128.00'N11°06'59"E132.48'63.07'
63.74'
63.74'
63.74'
63.74'
44.37'
41.8
6
'
51.8
2
'
71.9
9
'
63.8
5
'
62.4
0
'N17°37'10"E126.52'25.11'
67.50'
67.50'8.66'N20°45'58"E125.28'N17°12'57"E125.82'11.19'
44.05
'N18°35'33"E125.51'N80°26'36
"
W
78.38'
12.97'40.09'N14°28'04"E136.21'46.14'
81.61'
30.46'
30.14'N23°54'46"E125.99'41.
2
2
'
72.
0
5
'
41.
5
0
'S29°37'05"W129.50'0.72'
101.74'
37.95'N26°04'07"E125.94'24.69'S18°49'14"W128.93'N22°19'50"E125.95'S8°25'14"W132.45'115.11'61.82'50.12'61.82'53.13'61.82'53.13'61.82'53.13'67.21'N
5
7
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1
5
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5
7
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W
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7
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1
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W
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N
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8
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5
7
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1
5
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5
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W
15
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7
1
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13
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10.57'48.64'48.74'S
4
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2
6
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E
1
2
4
.
3
6
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9.69'60.00'60.00'28.86'98'
N67°2
2'
3
5
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E
121.1
9'
11.27'48.30'48.30'48.30'48.30'48.30'48.30'48.30'48.30'
8.89'
N73°53'
1
4
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E
122.80'
N80°23'53"E
121.29'
N86°54'33"E
122.80'
S67
°
0
2
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5
1
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E
122
.
8
0
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S73°3
3
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0
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E
121.2
9
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S80°04'0
9
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E
122.80'
S86°34'48"E
121.29'
N6
3
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3
6
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2
2
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W
12
1
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N6
0
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5
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12
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N
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31.21'49.54'59.03'49.90'S
5
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3
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1
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9
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19.74'
74.47'N8°26'00"E125.25'40.83'
62.39'
62.39'
62.39'
62.39'
62.39'N3°08'16"E127.55'72.46'
39.90'N15°32'53"E131.09'39.82'
70.62'
70.62'
70.62'
70.62'
21.55'N9°50'46"E126.20'6.74'
54.25'N14°12'40"E126.20'N13°43'45"E125.57'N73°
3
6
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2
2
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W
60.99
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7
2
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3
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78.48'
78.48'
78.48 '8 4 .9 4 '
54.
4
3
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64.
3
5
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66.
9
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32.30'S30°02'50"W131.23'N29°36'57"E126.51'53.82'
0.56'S25°37'24"W125.12'23.51'60.10'
60.10'
22.22'S15°01'39"W135.12'S4°25'54"W133.15'49.35'S19°28'02"W128.90'7.86'
51.65'53.93'S1°13'07"E123.76'16.71'
51.60'51.60'51.60'51.60'34.27'N1°13'07"W121.47'N1°13'07"W121.00'N1°13'07"W125.60'15.65'
51.80'51.80'
14.23'N1°13'07"W130.21'19.61'
81.05'
81.05'
27.19'S4°26'48"W136.38'30.16'
10.55'S21°20'03"W136.38'65
.
7
5
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19.09'
39.50'
75.97'
76.00'
76.00'
76.00'
9.48'
25.47'58.16'
58.16'
58.16'58.16'5 8.16 '6 7 .3 3 'N30°00'34"E127.37'N22°59'37"E133.16'55
.
2
0
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3.76'S38°13'18"W
133.71'36.98'
50.9
6'
50.96'
50.96'
50.96'
50.48'
17.15'N30°27'08"E120.97'1.70'
58.75'N8°33'40"E127.13'N15°31'44"E128.28'11.93'
48.
4
2
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53.5
9
'N16°42'42"E121.23'N9°50'30"E121.77'65.00'N1°35'37"E125.93'69.95'
2.62'
S83°47'26"E
60.59'N3°02'11"E121.47'N5°04'11"W127.09'N1°56'46"E126.20'N8°57'43"E128.23'N15°58'40"E135.20'10.00'
60.00'60.00'60.00'60.00'60.00'60.00'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'S88°46'53"W
101.81'
52.50'
66.13'
52.50'
66.13'
52.50'52.50'52.50'
66.13'
52.50'
66.13'
56.35'
66.13'N1°13'07"W127.84'10.00'
66.13'66.13'66.13'66.13'66.13'71.84'N1°13'07"W127.84'N1°13'07"W127.84'68.66'52.50'52.50'52.50'52.50'52.50'52.50'56.35'
10.00'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'127.84'127.84'N66
°
1
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W
116
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8
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33.18 '
4 6 .15'28.93'47.91'
S89°16'31"E
121.00'
S89°16'31"E
121.00'
16.01'50.00'29.31'63.75'32.49'
S83°32'53"E
123.24'
86.03'
6.97'
11.58'
N87°14'18"E
121.55'
19.78'39.04'25.77'127.06'3 6 .5 3 '19
0.
3
7
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121.12'
6.97'
124.50'
174.20'213.27'124.97'88.01
'130.03'
7 9 .4 4 '121.00'57.65
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'51.60
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N69°02'
4
3
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E
121.00'
2.21'51.60
'51.60
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20.03'
N69°02'
4
3
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E
121.00'
N69°0
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4
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E
121.00'134.51'121.92
'128.99'121.83'49.36'50.64'50.64'50.64'50.64'50.64'50.64'50.64'50.64'50.64'50.64'50.64'50.68'50.68'48.44'
S81°14'20"
E
121.00'
27.94'56.37'56.37'56.37'56.37'56.37'56.37'56.37'56.37'56.37'56.37'56.37'56.41'56.41'53.92'
S78°31'
3
8
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E
121.00'
N74°21'1
0
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E
121.00'
S77°03'5
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W
121.00'
S83°57'03"E
121.00'
N71°38'
2
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E
121.00'
S86°39'46"E
121.00'
S73°
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6
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1
3
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E
121.0
0
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121.
1
2
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121.00'
N87°54'49"E
121.00'
S89°22'28"E
121.00'
N82°29'24"E
121.00'
N85°12'07"E
121.00'
S75°4
8
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5
5
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E
121.00
'
N79°46'42"E
121.00'51.60'10'255.68'61.09'593.87'10.00'12.54'
N86°14'30"E 97.72'
S86°07'12"E
73.72'
17.06'
S76°51
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4
5
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60.45'S70°
5
9
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60.3
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4
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60.
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S89°01'24"E
72.57'S0°43'29"W111.59'84.
1
0
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N82°26'24"
W
74.08'
19.35'
35.52'
N77°49'
5
5
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W
95.35'
N71°
5
8
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W
60.5
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71.
7
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2.21'
127.76
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175.63'
55.24
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74.48'
19.62'52.66'150.74'158.55'332.70'7 1.9 2 '
8.50'
32.72'53.13'53.13'41.61'49.38'S
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N74°0
6
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5
1
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TALL WOODS DRIVEMUIRFIELD DRIVEBIG CEDAR LANE
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JAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.JAMIE SLATER PAXTON, et al
INST. NO. 20181221001547750,
O.P.R.C.C.T.
BLOCK B
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30'STANDRIDGE
PARKWAYSTANDRIDGE
PARKWAY170' WIDE T.P. & L. CO. EASEMENT(TRACT 3), VOL. 1155, PG. 356 &VOL. 1306, PG. 348HURRICANE CRE
E
K
STREET AH
TRACT ONE
CALLED 694.344 ACRES
LIBERTY 800, LP
INST. NO. 2023000025691, O.P.R.C.C.T.L1S20°57'17"E263.09
'C3STANDRIDGE PARKWAYL5191.56'166.01'17.15'
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
8.14'57.93'
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15' D.E.
L6
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45
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90
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R
.
O
.
W
.C88C. R. 368(TO BE ABANDONED)C. R. 368
(TO BE ABANDONED)131.47'128.22'62.13'
3.09'15'
BL126.67'70.60'156.10'130.22'15' BL138.51'136.99'42.49'
46.00'
46.00'
22.87'
23.42'
45.00'
45.00'
45.00'
46.00'
45.00'5'5'5'1X
15
'
B
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11.60'
35.26'50' R.O.W.
8' U.E.
8' U.E.8' U.E.8' U.E.25'50' R.O.W.25'V.A.M.V.A.M.V.A.M.(TYP)SIX
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SIX CREEKS DRIVE
MUIRFIELD DRIVEDWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 3 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
MATCH LINE SHEET 2
MATCH LINE SHEET 6
MATCH LINE SHEET 4GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
SHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINEOFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT DUNN, STACY 215
0.50'
28.55'28.34'2 8.43 '
13.10'
TRACT ONE
CALLED 694.344 ACRES
LIBERTY 800, LP
INST. NO. 2023000025691, O.P.R.C.C.T.
HURRICANE CREEK ESTATES
(UNRECORDED)
HURRICANE CREEK ESTATES
(UNRECORDED)
MICHAEL AND JAMIE
MAY
C.C.F.# 94-0027890,
L.R.C.C.T.
GEORGIA E. CURRY
INST. NO. 23000024778,
O.P.R.C.C.T.
TONY AND VIRGINIA FRENCH
C.C.F.# 93-0072679, L.R.C.C.T.PETER C. & KATHRYN A. SEARS
VOL. 3066, PG. 705, L.R.C.C.T.
JAYME & TODD R.
HAWTHORNE
VOL. 5697, PG. 1310
L.R.C.C.T.
CHRISTOPHER SCOTT COOPER,
et ux
INST. NO. 20151015001306200,
O.P.R.C.C.T.
JERRY & GAIL PURKAPLE
REVOCABLE TRUST
INST. NO. 20150409000396420,
O.P.R.C.C.T.
RONALD R. BROWN II, et al
INST. NO. 20160307000268360,
O.P.R.C.C.T.
BILL L. MILLER, SR., et ux
C.C.F.# 97-0050914, L.R.C.C.T.
PATRICK & CATHY MALONE
INST. NO. 20180405000421810,
O.P.R.C.C.T.
BRIAN PREVIATY
INST. NO. 20220426000665550,
O.P.R.C.C.T.JAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.1/2" IRFC
"RPLS 6578"
1/2" IRFC
"RPLS 6578"
1/2" IRFC
"RPLS 6578"
1/2" IRFC
"RPLS 6578"
1.5" IPF
3/4" IRF
(SMOOTH)
3/4" IRF
(SMOOTH)
3/4" IRF
(SMOOTH)
2" IPF
(IN CONC.)
3/4" IRF
3/4" IRF
3/4" IRF
1/2" IRF
N1°13'07"W2021.45'S80°49'43"W
212.77'
S80°49'43"W
212.77'
S81°00'36"W
212.21'
S79°47'15"
W
215.44'
S79°47'48"W
211.79'
S80°49'08"W
220.18'
N0°47'59"W
95.58'N0°53'28"E242.29'N1°07'11"E264.57'N1°48'05"E
76.54'
N2°27'54"E
99.20'
N89°45'34"E 339.45'N17°53'59"E452.04'N22°57'03"E
88.61'763.64
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N22°16'10"W
763.64'N24°51'21
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18.70'
31.94'N28°33
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20.83'S22°40'15"E120.81
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40.94'
9.71'S18°08'45"E120.96'
5 2
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23.79'
6.74'
S89°16'31"E
121.03'58.96'48.40'48.40'48.40'28.26'
S89°16'30"E
121.03'58.96'68.84'48.40'56.30'48.40'S0°43'29"W56.30'48.40'50.00'47.58'20.29'
S89°16'31"E
120.97'
S89°16'31"E
121.03'
S89°16'31"E
120.97'
S89°16'31"E
120.97'68.84'56.30'56.30'50.00'0.98'
S88°17'19"W
120.62'
24.45'58.60'21.02'
N89°16'31"W
121.03'44.64'1.62'S82°27'00"W
121.08'
N82°39'13"E
120.86'
N89°16'31"W
120.97'46.91'13.36'51.54'S9°38'39"E68.13'50.00'50.00'50.00'50.00'55.50'N1°13'07"W127.84'42.17'50.00'50.00'50.00'50.00'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'235.47'21.01'
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55.50'50.00'50.00'50.00'50.00'58.09'53.50'N89°16'31"W
121.00'33.70'53.50'8.13'81.43'N9°38'39"W123.37'N9°38'39"W122.99'17.73'
46.00'
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46.00'
46.28'
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45.00'
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85.31'N23°15'28"E128.00'N11°06'59"E132.48'63.07'
63.74'
63.74'
63.74'
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44.37'
41.8
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67.50'
67.50'8.66'N20°45'58"E125.28'N17°12'57"E125.82'11.19'
44.05
'N18°35'33"E125.51'N80°26'36
"
W
78.38'
12.97'40.09'N14°28'04"E136.21'46.14'
81.61'
30.46'
30.14'N23°54'46"E125.99'41.
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72.
0
5
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41.
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0
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101.74'
37.95'N26°04'07"E125.94'24.69'S18°49'14"W128.93'N22°19'50"E125.95'S8°25'14"W132.45'74.77'N37°35'41"E115.11'61.82'50.12'61.82'53.13'61.82'53.13'61.82'53.13'67.21'N
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9.69'60.00'60.00'28.86'
17.00'242.07
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31.21'49.54'59.03'49.90'S
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19.74'
74.47'N8°26'00"E125.25'40.83'
62.39'
62.39'
62.39'
62.39'
62.39'N3°08'16"E127.55'72.46'
39.90'N15°32'53"E131.09'39.82'
70.62'
70.62'
70.62'
70.62'
21.55'N9°50'46"E126.20'6.74'
54.25'N14°12'40"E126.20'N13°43'45"E125.57'N73°
3
6
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2
2
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W
60.99'N27°18'24"E126.20'41.
7
2
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3
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78.48'
78.48'
78.48 '8 4 .9 4 '
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32.30'S30°02'50"W131.23'N29°36'57"E126.51'53.82'
0.56'S25°37'24"W125.12'23.51'60.10'
60.10'
22.22'S15°01'39"W135.12'S4°25'54"W133.15'49.35'S19°28'02"W128.90'7.86'
51.65'S1°13'07"E51.60'51.60'51.60'51.60'34.27'N1°13'07"W121.47'N1°13'07"W121.00'N1°13'07"W125.60'15.65'
51.80'51.80'
14.23'N1°13'07"W130.21'19.61'
81.05'
81.05'
27.19'S4°26'48"W136.38'30.16'
10.55'S21°20'03"W136.38'65
.
7
5
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19.09'
39.50'
75.97'
76.00'
76.00'
76.00'
9.48'
25.47'58.16'
58.16'
58.16'58.16'5 8.16 '6 7 .3 3 'N30°00'34"E127.37'N22°59'37"E133.16'55
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2
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3.76'S38°13'18"W
133.71'36.98'
50.9
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50.96'
50.96'
50.96'
50.48'
17.15'N30°27'08"E120.97'1.70'
58.75'N8°33'40"E127.13'N15°31'44"E128.28'11.93'
48.
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53.5
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2.62'
S83°47'26"E
60.59'N3°02'11"E121.47'N5°04'11"W127.09'N1°56'46"E126.20'N8°57'43"E128.23'N15°58'40"E135.20'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'66.13'
52.50'52.50'
66.13'
52.50'
66.13'
56.35'
66.13'N1°13'07"W127.84'52.50'52.50'52.50'52.50'56.35'
10.00'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'N1°13'07"W127.84'127.84'127.84'S0°43'29"W121.00'65.50'50.00'50.00'67.65'50.00'50.00'38.85'S0°43'29"W126.40'50.29'
37.88'
47.91'125.67'S89°16'31"E
121.00'70.05'59.00'59.00'44.37'S89°16'31"E
121.00'70.05'66.60'S0°43'29"W59.00'60.74'59.00'50.00'13.53'
N89°16'31"W
121.00'
S89°16'31"E
121.00'
S89°16'31"E
121.00'
16.01'50.00'29.31'63.75'32.49'
S83°32'53"E
123.24'
65.50'50.00'S0°43'29"W121.00'121.00'82.34'70.00'21.73'
121.03'121.00'86.03'
6.97'S8°57'52"E67.87'32.23'11.58'
N87°14'18"E
121.55'
19.78'39.04'25.77'
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144.30'
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139.62'34.74'11.84'37.11'
3
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126.47'
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127.42'
25.22'43.95'43.95'S84°23'04"W
131.60'
S50°05'51"
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201.52'S10°25'53"W129.70'S9°38'39"E121.25'S9°38'39"E120.80'127.06'3 6 .5 3 '19
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131.9
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131.0
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N61°
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131.0
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N77°16'58
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165.95'
64.99'80.50'65.82'71.20'3.83'76.27'73.27'91.13'88.91'70.00'52.46'S89°16'31"E
159.00'
S89°16'31"E
180.63'
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136.74'51.28'46.14'S72°
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3.83'84.15'159.42'50.01'50.01'50.01'30.00'S0°43'29"W129.97'S0°43'29"W129.12'S0°43'29"W128.28'11.25'89.84'S0°43'29"W128.70'51.54'120.62'
121.12'51.54'S86°08'09"W
120.86'
22.67'
6.97'
124.50'
174.20'213.27'124.97'128.99'121.83'49.36'83.00
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21.73'
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25'25'50' R.O.W.25'25'R=50'50' R.O.W.25'25'50' R.O.W.25'25'N1°13'07"W807.14'N88°46'53"E
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S
MI
T
H
S
U
R
V
E
Y,
ABS
T
R
A
C
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N
O.
8
2
2
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.JAMIE SLATER PAXTON, et alINST. NO. 20181221001547750,O.P.R.C.C.T.BLOCK C
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50' PRIVATE ROAD
EASEMENT
VOL 753, PG. 387,
L.R.C.C.T.
(TO BE ABANDONED BY
SEPARATE INSTRUMENT)
1
5
'
D
.
E
.
L8
L9
L
1
0
L
1
1
60' TEMPORARY
CONSTRUCTION EASEMENT
INST. NO. _______
O.P.R.C.C.T.N28°38
'55
"W272.83
'N20°05'05"E311.17'N55°59'25"W
162.63'
1
5
'
B
L15'
BL
1
5
'
B
L 15' BL15' BL
15' BL15' BL15' BL15' BL15' BL
5' BL
15'
B
L
15' B
L
15' BL
15' B
L
15' BL
15' BL 15' BL15' BL
15'
B
L
15' BL
15' BL15' BL
15'
B
L 15' BL15' BL15' BL
15' BL
15' BL
15'
B
L
15'
B
L15' BL15' BL15'
BL
15' BL
15' BL15' BL15' BL15' BL15' BL
15' BL 15' BL
15' BL15' BL15' BL15' BL 15' BL15' BL
15' BL
15' BL 5' BL5' BL15' BL
15' BL
5' BL15' BLC88APPROXIMATE LOCATION OF
ABSTRACT LINE
C. R. 368(TO BE ABANDONED)FAIRWAY LANE
(TO BE ABANDONED)126.67'70.60'156.10'130.22'15' BL58.47
'15'
BL
161.91'
42.49'
46.00'
46.00'
22.87'
23.42'
45.00'
45.00'
45.00'
8.83'
36.18'
45.00'
45.00'
44.31'
0.69'
45.00'
45.00'
45.00'
31.05'
52.43'
46.00'
45.00'
45.00'
45.00'41.22'48.50'90.98'46.70'54.07'50.46'2.75'49.53'5'5'5'5'5'5'5'
5'
5'
1X
1X
1X
121.38'
120.97'51.91'
15
'
B
L
11.60'
35.26'
120.88'123.14'
2.31'25'50' R.O.W.
8' U.E.
8' U.E.
8' U.E.
25'
V.A.
M.50' R.
O.
W.
25'
25'25'
V.
A.
M.25'50' R.O.W.25'V.A.M.25'V.A.M.V.A.M.(TYP)SIX
C
R
E
E
K
S
D
R
I
V
E
SIX CREEKS DRIVE
DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 4 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
MATCH LINE SHEET 4
MATCH LINE SHEET 3MATCH LINESHEET 6GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINESHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
OFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:DUNN, STACY 215
L
4
3
28.11'
3 4 .0 1 '2
9
.
0
9
'
2
8
.
9
6
'
CALLED 7.493 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 738, PG. 342, L.R.C.C.T.
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
APPROXIMATE AREA LOCATED IN ZONE
AE PER F.I.R.M. MAP NO. 48085C0065J,
DATED JUNE 2, 2009
1/2" IRF
1" IPF
1/2" IRF
1" IPF
1/2" IRF
1/2" IRF
1" IPF
1.5" IPF
N22°16'10"W763.64
'
N22°16'10"W
763.64'N12°31'05"W690.45'N35°44'24"E668.86'N3°11'58"E278.60'S6
0
°
3
0
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3
0
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E
75
3
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1
1
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8
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0
5
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"E
4
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6
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7
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'S20°05'14"E393.31
'
N64°28'26"E
48.15'
N71°32'
4
9
"
E
175.46'N24°51'21
"W120.79
'
18.70'
31.94'N28°33'59
"W120.79
'
7 0 .0 9 '
5 8 .4 8 '
5 8 .4 8 '
5 8 .4 8 '5 8 .4 8 '5 8 .4 8 '6 3 .4 4 '10.00'N21°08'43"W120.79
'
29.82'
20.83'S22°40'15"E120.81
'
40.94'
9.71'S18°08'45"E120.96'28.27'
5 2 .2 1 '
5 2 .2 1 '
5 2 .2 1 '5 2 .2 1 '5 '10.01'N13°43'27"W120.79'N17°26'05"W120.79'120.66
'121.49
'S27°11'46
"E120.83
'S13°37'14"E121.17'
1.42'
49.23'
62.64'
5 5 .1 5 'S9°05'43"E121.01'5 6 .9 4 '
6 0 .9 9 '
6 6 .6 2 '48.74'55.90'57.85'57.85'57.85'
S78°52'13"
W
121.00'
S75°31'3
3
"
W
5 0 9 .1 7 '17.00'
4 7 4 .7 1 '163.85'
S82°06'08"W
121.00'N10°00'49"W120.79'242.07
'N4
3
°
1
1
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1
4
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1
2
2
.
2
1
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9
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3
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1
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8
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2
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'120.06'N31°30'05"E124.31'8.22'
60.
7
4
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62.
4
8
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61.
6
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60.
0
0
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61.
6
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70.
0
0
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N6
0
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3
4
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1
5
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W
76.
7
6
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6
0
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63.85'
7
0
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7
0.7
4'
70.7
4'
27.18'N36°43'52"E124.14'N
5
6
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1
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W
59
.
3
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N51°54'
3
8"
E
125.00'
4
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3
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17.59'N47°11'25"
E
124.40'6.30'
6
1
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6.02'
N51°
5
4'
3
8"
E
126.
4
2'
16.64'
4
4
.
9
7
'S13°05'17"E130.12'
2.98'
5 9 .4 0 '5 9 .4 0 '25.64'S24°25'57"E125.23
'
30.77'
56.59'
5.92'S35
°46
'36
"E
1
25
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7
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11.42'
53.5
6'
S74°42'5
7
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W
67.86'N22°16'10"W127.35
'
80.36'
62.50'136.34'129.69'69.37'S33°13
'41
"E124.96
'N31°01
'05
"W126.00
'
5 8 .8 8 '46 .3 4 '7 2 .2 4 'S26°00'09
"E123.58
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25.54'
7 9 .0 7 '3 9 .3 6 'N6°05'26"W145.44'53.22'
122.24'
71.64'3 8 .3 5 'S20°05'14"E133.41
'
48.15'
27.98'
70.00'
70.00'
S84°32'04"W
130.00'N10°37'49"W56.27'N77°28'55
"
E
130.00'72.01'60.00'26.16'75.20'46.16'N5
9
°
1
7
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5
6
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W
87
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9
2
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N0°47'10"E
51.68'
5 2 .3 5 '140.78'29.76'
N77°28'55
"
E
130.00'64.54'60.00'6 1 .2 4 '6 1 .6 1 '69.37'S4
0
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3
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0
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1
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0
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3
9.08'N29°29'30"E108.52'60.
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7
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45.65'
1 3 0 .1 7 '6 1 .1 3 '1 3 1 .9 8 'S78°48'
3
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192.09'54.47'74.84'70.00'70.00'70.00'70.00'82.12'92.92'101.02'5.09'
30.24'67.61'67.61'40.64'S87°55'25"E
158.84'
N82°57'40"E
142.59'
N77°28'55
"
E
140.00'
27.92'70.00'70.00'70.00'70.00'29.93'
N77°28'55
"
E
140.00'
N77°28'55
"
E
140.00'
N77°28'55
"
E
140.00'
N77°28'55
"
E
140.00'
N75°16'2
8
"
E
140.87'39.49'68.99'65.97'
N71°25'
0
5
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E
142.42'83.00
'88.19
'70.00
'70.00
'70.00
'70.00
'70.00
'70.00
'70.00
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'
24.30'
N67°4
3'
5
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E
140.0
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3.07'70.00
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'
21.73'
N67°4
3'
5
0
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E
140.0
0'
N67°4
3'
5
0
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E
140.00'
N67°4
3'
5
0
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140.0
0'
N67°4
3'
5
0
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E
140.00'
N67°4
3'
5
0
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E
140.00'
N67°4
3'
5
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E
140.0
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N67°4
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5
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140.0
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N59°
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4
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E
144.
7
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46.14'66.
9
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E
143.49'N29°29'30"E125.00'23.98'
60.
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17.11'N29°29'30"E125.00'N29°29'30"E125.00'N29°29'30"E125.00'N34°59'53"E123.88'N44°10'03"E123.88'N53°
2
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1
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E
123.
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33.04'
4 9 .0 0 '88.44'
4 3 .8 1 '76.31'
5
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11.78'N31°13
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125.
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60.11'S29°29'30"W138.24'S29°29'30"W140.00'8.79'
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32.48'194.41'S29°29'30"W140.00'S29°29'30"W140.00'S29°29'30"W140.00'S29°29'30"W140.00'S29°29'30"W140.00'N33°40'00"E142.57'S57°
1
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W
144.
4
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20.32'81.20
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S62°
0
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W
149.1
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6
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8.46'
N47°59'26"
E
142.50'S51°54'
3
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W
140.
2
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6
1
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3
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12.53'
S52°
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W
140.2
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S69°54'
4
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W
140.00'
S69°54'
4
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W
140.00'133.41'75.00
'70.00'70.00'
24.69'
S66°4
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1
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141.4
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S69°54'
4
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W
140.00'
70.00'
70.00'
S6
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3 7 .0 3 '3 2 .8 3 'N22°16'10"W126.02
'S20°05'14"E133.41
'
33.04'76.26'121.00
'
15.69'50.00'
50.00'
50.00'
65.50'S30°06
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"E121.02
'
7 3 .8 1 '
4 9 .4 7 '
4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 'S3
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16.24'
33.08'S28°04
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"E121.01
'
20.70'
28.62'S26°01'50
"E121.00
'
25.16'
24.16'S23°59'24
"E121.01
'
29.62'
19.70'S21°56'58"E121.03
'
34.08'15.24'S19°54'33"E121.06
'
38.54'10.99'S17°52'07"E121.11'
42.79'7.23'S15°49'42"E121.15'
3.54'S13°47'16"E121.00'50.24'N75°29'3
9
"
E
65.81'N23°14'34"W120.80
'
3 6 .5 6 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '18.35'N21°22'17"W120.80
'N30°43
'39
"W122.70
'
12.01'
3 1 .6 8 'N30°43
'39
"W120.80
'N28°51
'23
"W120.80
'N26°59
'07
"W120.80
'N25°06'50
"W120.80
'S20°05'14"E125.23
'
15.69'
50.00'
50.00'
50.00'
65.50'S20°05'14"E130.12
'S20°05'14"E120.88
'S20°05'14"E122.22
'
60.16'
72.08'
74.00'S22°16'10"E130.02
'
9.89'
62.08'
72.08'S22°16'10"E130.02
'
54.53'3.84'S28°30
'33
"E129.05
'
6 2 .6 2 '5 0 .2 8 '74.00'
44.11'S22°16'10"E130.02
'S22°16'10"E129.91
'
19.01'
6 1 .0 6 '2.50'S25°37'14
"E126.98
'
42.97'
16.16'N36°
2
3
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12
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6 1 .3 1 'N
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61.0
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61.6
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'09
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'S33°31
'09
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61.0
5'
61.6
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20.07'S33°31
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'130.02
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N
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58.4
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W
73.7
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52.9
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52.9
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3.61'51.60'51.60'67.10'S
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10.04'62.00'
72.00'N22°16'10"W165.47
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60.1
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54.9
3'
56.9
6'
21.72'N3
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56.7
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60.0
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50.3
0'53.81'132.74
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'
5 0 .7 2 '6 0 .5 2 '11.48'N33°31
'09
"W124.28
'N22°16'10"W151.14
'N26°55'07
"W137.05
'S21°09'18"E120.85
'
39.66'
9.49'
34.05'
15.10'S18°34'44"E120.79
'
5 7 .7 6 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '3 7 .2 6 '11.73'
4 3.31'46.25'42.63'
10.22'
167.98'
6 9 .8 3'301.98'S82°26'38"W
86.43'50.56'
37.59'N10°02'41"W140.63'N10°02'25"W121.00'N12°21'09"W121.00'4 2 .4 3 '
5 4 .0 4 '
5 4 .0 4 '
5 4 .0 4 '5 4 .0 4 '5 4 .0 4 '5 4 .0 4 '5 4 .0 4 '5 0 .2 4 '21.46'
17.25'
31.95'N14°39'53"W121.00'
22.83'26.32'N16°58'37"W121.00'
28.44'
20.71'N19°17'21"W121.00'
7.35'62.12'S22°56'56"E121.93
'N23°54'49"W121.00
'N21°36'05"W121.00
'
45.28'
3.88'N26°13'33
"W121.00
'
49.15'
1.74'47.41'S8°16'26"E121.37'S10°51'00"E121.70'S13°25'35"E120.75'S16°00'09"E120.76'48.72'132.74
'63.95'S28°53
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'S26°18'27
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'
S
4
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36.12'
50.00'
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71.92'
65.50'N20°05'14"W126.47'
19.97'
3 5 .5 6 'S20°05'14"E121.00
'S20°05'14"E121.00'N20°44'14"W125.88
'
21.87'
6 3 .2 8 '6 3 .2 8 '6 3 .2 8 '6 3 .2 8 '6 3 .3 3 '40.04'
60.00'
39.27'N20°05'14"W126.00'N20°05'14"W126.00
'S20°05'14"E121.00
'S20°05'14"E121.00'
43.13'16.02'N22°37'04"W125.58
'
4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .2 9 'S21°14'47"E121.01
'
49.15'10.00'N24°29'54"W125.88
'S22°56'08"E121.23
'
2.05'
53.13'3.98'S24°37'29"E121.08
'S26°18'50
"E121.37
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N62°2
7'
5
9
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E
89.61'55.22'
59.24'
45.08'S30°08
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"E124.16
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8.07'
51.08'N28°15
'35
"W125.88
'N26°22'45
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'S28°00
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3 6 .9 7 'S29°41
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3
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'49.80'6.48'
N75°5
2
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5
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W55.61'55.61'55.61'55.61'55.61'55.61'N79°05'
5
4
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W
121.00'
N82°18'49"
W
121.00'
N85°31'45"W
121.00'
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121.00'
6
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12.54'
73.8
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64.3
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124.62'57.76'
64.00'
S67°4
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5
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62.08'
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140.00'
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12.89'N37°08'37"E125.65'N12°31'05"W124.54'S6
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24
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38.93'
48.55'
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58.89'
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64.9
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59.71'
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59.15'
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59.15'
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59.15'173.91'173.91'173.91'224.54'220.37'205.66'201.50'5 0 5 .1 8 '5 5 9 .3 1 '165.72'
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75.18'
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50.65'
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50.65'
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50.65'
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50.65'
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1
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
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L15' BL15' B
L
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B
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1
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'
B
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B
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1
5
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15
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BL
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BL
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L 15' BL15' BL
15' BL15' BL
15' BL
5' BL15' BL15' BL15' BL
6 7 .8 5 '4 8 .3 2 'APPROXIMATE LOCATION OF
ABSTRACT LINE
APPROXIMATE LOCATION OF
ABSTRACT LINE
L149
L150L151
L85 L38L36
28.
4
6
'15' S.S.E.118.56'123.14'
2.31'125.22'40.49'68.01'130.02
'57.79'
6.45'
4.56'
50.87'
50' R.
O.
W.
25'
25'
V.A.
M.
25' V.
A.
M.
50' R.
O.
W.
25'
25'
23.77'
25' V.
A.
M.
25'
V.
A.
M.DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 5 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
MATCH LINE SHEET 4 MATCH LINE SHEET 6MATCH LINESHEET 7GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINESHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
OFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:DUNN, STACY 215
0.50'
13.10'
L
4
3
3 4 .0 1 '2
9
.
0
9
'
2
8
.
9
6
'
TRACT ONE
CALLED 694.344 ACRES
LIBERTY 800, LP
INST. NO. 2023000025691, O.P.R.C.C.T.
CALLED 7.493 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 738, PG. 342, L.R.C.C.T.
1/2" IRF
1/2" IRF
1" IPF
1/2" IRF
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N64°28'26"E
48.15'
N71°32'
4
9
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E
175.46'
N68°3
9'
5
9
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E
279.46'
S63°54'41"E
114.36'N24°51'21
"W120.79
'
18.70'
31.94'N28°33
'59
"W120.79
'
7 0 .0 9 '
5 8 .4 8 '
5 8 .4 8 '5 8 .4 8 '5 8 .4 8 '5 8 .4 8 '6 3 .4 4 '10.00'N21°08'43"W120.79
'
29.82'
20.83'S22°40'15"E120.81
'
40.94'
9.71'S18°08'45"E120.96'28.27'
5 2 .2 1 '
5 2 .2 1 '
5 2 .2 1 '5 2 .2 1 '5 4 .7 5 '10.01'N13°43'27"W120.79'N17°26'05"W120.79'120.66
'121.49
'S27°11'46
"E120.83
'S13°37'14"E121.17'1.42'
49.23'
62.64'
5 5 .1 5 'S9°05'43"E121.01'23.79'
25.13'
65.16'
49.09'S5°58'56"E123.57'S20°51'09"E122.89
'N17°42'15"W121.42'
5 6 .9 4 '
6 0 .9 9 '
6 0 .9 9 '6 0 .9 9 '6 0 .9 9 '4 6 .0 0 'N11°59'05"W124.05'2.48'
6 6 .6 2 'S7°09'42"E121.79'N23°25'24
"W120.31
'
66.7
0'
48.9
2'N34°51
'42
"W123.33
'N29°08
'33
"W124.26
'
N
4
4
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2
7
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3
0
"W
1
2
2
.
3
7
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20.75'
15.51'53.00'53.00'50.00'50.00'50.00'26.85'
N
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2
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2
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4
8
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2
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2
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E
1
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10.57'48.64'48.74'S
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E
1
2
4
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3
6
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S68°50'
1
2
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W
121.00'55.90'57.85'57.85'57.85'45.98'
S72°10'
5
2
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W
121.00'
S78°52'13"
W
121.00'
S75°31'3
3
"
W
121.00'
N67°2
2'
3
5
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E
121.1
9''48.30'48.30'48.30'48.30'48.30'
8.89'
N73°53'
1
4
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E
122.80'
N80°23'53"E
121.29'
N86°54'33"E
122.80'
S80°04'09
"
E
122.80'
S86°34'48"E
121.29'
5 0 9 .1 7 '
17.00'
4 7 4 .7 1 '
163.85'228.06'84.34'113.50
'
S82°06'08"W
121.00'N10°00'49"W120.79'242.07
'N4
3
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1
1
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1
4
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1
2
2
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9
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9
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'
31.21'120.06'N31°30'05"E124.31'8.22'
60.
7
4
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62.
4
8
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61.
6
0
'N29°29'30"E124.78'N29°29'30"E124.85'61.
6
0
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63.85'
7
0
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4
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0.7
4'
70.7
4'
27.18'N36°43'52"E124.14'N
5
6
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1
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W
59
.
3
8
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4
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6
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N51°
5
4'
3
8"
E
125.00'4
3
.
3
8
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17.59'N47°11'25"E124.40'6.30'
6
1
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6
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6.02'
N51°
5
4'
3
8"
E
126.
4
2'
16.64'
4
4
.
9
7
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25.54'N6°05'26"W145.44'53.22'
122.24'
3.51'185.59'71.64'3 8 .3 5 'S20°05'14"E133.41'
48.15'
27.98'
70.00'
70.00'57.43'142.48'
S
4
1
°
1
4
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5
3
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"E65.58
'91.67'
7
6
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7
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2'
1 3 0 .1 7 'N44°10'03"E123.88'N53°
2
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1
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E
123.
8
8'117.24'
33.04'
4 9 .0 0 '88.44'
4 3 .8 1 '76.31'
5
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5
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58.3
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11.78'N31°13
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'N56°
2
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0
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E
125.
9
6'N43°30'36"E125.58'125.21'N30°46'39"E125.44'N38°26'29"E151.89'70
.
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79
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60.11'
8.79'
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0
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0
'140.00'S29°29'30"W140.00'S29°29'30"W140.00'S29°29'30"W140.00'N33°40'00"E142.57'S57°
1
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W
144.
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8'
20.32'81.20'76.79
'70.00'70.00
'75.00
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S62°0
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5
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W
149.1
6'44.50'68.75'68.75'68
.
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8.46'
N47°59'26"
E
142.50'S51°
5
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3
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W
140.
2
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6
1
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3
9
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12.53'
S52°
2
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5
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W
140.
2
9'
S69°54'
4
6
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W
140.00'
S69°54'
4
6
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W
140.00'133.41
'75.00
'70.00'70.00
'
24.69'
S66°4
9'
1
9
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W
141.4
1'
S69°54'
4
6
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W
140.00'
70.00'
70.00'S20°05'14"E133.41'
33.04'76.26'121.00'
15.69'50.00'
50.00'
50.00'
65.50'S30°06
'41
"E121.02
'
7 3 .8 1 '
4 9 .4 7 '
4 9 .4 7 '
4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 '4 9 .4 7 'S3
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1
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16.24'
33.0
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"E121.01
'
20.70'
28.62'S26°01'50
"E121.00
'
25.16'
24.16'S23°59'24
"E121.01
'
29.62'
19.70'S21°56'58"E121.03
'
34.08'15.24'S19°54'33"E121.06'
38.54'10.99'S17°52'07"E121.11'
42.79'7.23'S15°49'42"E121.15'
3.54'S13°47'16"E121.00'
50.24'N75°29'3
9
"
E
65.81'N23°14'34"W120.80
'
3 6 .5 6 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '5 3 .2 7 '18.35'N21°22'17"W120.80
'N30°43
'39
"W122.70
'
12.01'
3 1 .6 8 'N30°43
'39
"W120.80
'N28°51
'23
"W120.80
'N26°59'07
"W120.80
'N25°06'50
"W120.80
'S20°05'14"E125.23
'
15.69'
50.00'
50.00'
50.00'
65.50'S20°05'14"E130.12'S20°05'14"E120.88
'S20°05'14"E122.22'
2 8 'N4
4
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0
0
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3
2
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1
2
8
.
5
3
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61.0
5'
61.6
0'S33°31
'09
"E127.01
'S33°31
'09
"E126.94
'
61.0
5'
61.6
0'
20.07'S33°31
'09
"E126.86
'N4
3
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1
6
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3
9
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1
2
9
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3
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3 8 .6 9 '49.33'50.90'50.90'47.32'N
4
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0
9
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1
3
8
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7
3
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57.8
8'
52.1
0'
58.4
2'
S54°
4
3'
0
7"
W
73.7
0'
3.61'51.60'51.60'67.10'S
4
8
°
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2
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E
1
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0
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4
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1
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8
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60.1
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54.9
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56.9
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21.72'N3
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1
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3
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3
6
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0
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3
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'09
"W120.00
'
56.7
4'
60.0
0'
50.3
0'53.81'132.74
'60.65'N32°27
'59
"W128.98
'
6 0 .5 2 '11.48'N33°31
'09
"W124.28
'N26°55
'07
"W137.05
'S21°09'18"E120.85
'
39.66'
9.49'
34.05'
15.10'S18°34'44"E120.79'
5 7 .7 6 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '
4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '4 9 .3 3 '3 7 .2 6 '11.73'
4 3.31'46.25'42.63'10.22'
167.98'
6 9 .8 3 '301.98'S82°26'38"W
86.43'50.56'
37.59'N10°02'41"W140.63'N10°02'25"W121.00'N12°21'09"W121.00'4 2 .4 3 '
5 4 .0 4 '
5 4 .0 4 '
5 4 .0 4 '
5 4 .0 4 '5 4 .0 4 '5 4 .0 4 '5 4 .0 4 '5 0 .2 4 '21.46'
17.25'
31.95'N14°39'53"W121.00'
22.83'26.32'N16°58'37"W121.00'
28.44'
20.71'N19°17'21"W121.00'
7.35'62.12'S22°56'56"E121.93
'N23°54'49
"W121.00
'N21°36'05"W121.00
'
45.28'
3.88'N26°13'33
"W121.00
'
49.15'
1.74'47.41'S8°16'26"E121.37'S10°51'00"E121.70'S13°25'35"E120.75'S16°00'09"E120.76'48.72'132.74
'63.95'S28°53
'02
"E120.87
'S26°18
'27
"E120.97
'S23°43'53"E120.93
'
36.12'
50.00'
60.00'
50.00'
60.00'
50.00'
N69°54'
4
6
"
E
71.92'
65.50'N20°05'14"W126.47
'
19.97'
3 5 .5 6 'S20°05'14"E121.00
'S20°05'14"E121.00
'N20°44'14"W125.88
'
21.87'
6 3 .2 8 '6 3 .2 8 '6 3 .2 8 '6 3 .2 8 '3 3 '40.04'
60.00'
39.27'N20°05'14"W126.00
'N20°05'14"W126.00
'S20°05'14"E121.00
'S20°05'14"E121.00
'
43.13'16.02'N22°37'04"W125.58
'
4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .5 6 '4 9 .2 9 'S21°14'47"E121.01
'
49.15'10.00'N24°29'54"W125.88
'S22°56'08"E121.23
'
2.05'
53.13'3.98'S24°37'29"E121.08
'S26°18
'50
"E121.37
'
N62°2
7'
5
9"
E
55.22'
59.24'
45.08'S30°08
'30
"E124.16
'
8.07'
51.08'N28°15
'35
"W125.88
'N26°22'45
"W125.58
'S28°00'11
"E121.04
'N32°23
'30
"W125.19
'
3 6 .9 7 'S29°41
'32
"E122.25
'136.52'49.80'6.48'35.31'48.82'48.82'48.82'48.82'48.82'48.82'48.82'N75°5
2
'
5
8
"
W
121.00'40.22'55.61'55.61'55.61'55.61'55.61'55.61'55.61'N72°
4
0
'
0
3
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W
121.0
0
'
N79°05'5
4
"
W
121.00'
N82°18'49"
W
121.00'
N85°31'45"W
121.00'
S88°44'40"E
121.00'
N69
°
2
7
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0
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121.
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N6
6
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1
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1
2
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W
121
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0
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N6
3
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75.18'
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33.15'
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1
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
75
76
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90
91
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1X
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BLOC
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30'STANDRIDGE PARKWAYSTANDRIDGE
PARKWAY
STREET AH U. S. HIGHWAY 75(VARIABLE WIDTH R.O.W.)S26°05'19"W422.80'C1L1166.01'17.15'471.95'408.82'310.37'112.43'69.
3
6
'
45.
0
0
'
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
7 1 .1 7 '.6 7 '1
5
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1
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BL15' BL
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5' BL15' BL15' BL15' BL15' BL
15'
B
L 15' BLAPPROXIMATE LOCATION OF
ABSTRACT LINE
APPROXIMATE LOCATION OF
ABSTRACT LINE
APPROXIMATE LOCATION OF
ABSTRACT LINE
138.51'136.99'118.56'125.22'40.49'68.01
'57.79
'
50.87'
50' R.
O.
W.25'50' R.O.W.
25'
25'
V.A.
M.
25' V.
A.
M.
50' R.
O.
W.
25'
25'
23.77'
25' V.
A.
M.
25'
V.
A.
M.25'50' R.O.W.25'V.A.M.25'V.A.M.V.A.M.(TYP)DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 6 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
MATCH LINE SHEET 7
MATCH LINE SHEET 3MATCH LINE SHEET 5MATCH LINESHEET 4GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINESHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
OFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:DUNN, STACY 215
CALLED 7.493 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 738, PG. 342, L.R.C.C.T.
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
TRACT ONE
CALLED 694.344 ACRES
LIBERTY 800, LP
INST. NO. 2023000025691, O.P.R.C.C.T.
J. C.
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1" IPF
1/2" IRF
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8
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2
2
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4
1
6
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7
1
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63.85'
7
0
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125.
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124.40'6
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W
144.
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N47°59'26"
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142.50'S51°54'
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A
C
T
N
O.
9
8
1
J. C.
B
U
R
G
E
S
U
R
V
E
Y,
ABS
T
R
A
C
T
N
O.
1
0
6
JON
A
S
W
HI
T
A
K
E
R
S
U
R
V
E
Y,
ABS
T
R
A
C
T
N
O.
9
8
1
CALLED 179.55 ACRES
GRAYSON-COLLIN RECREATIONAL
ASSOCIATION, INC.
VOL. 705, PG. 90, L.R.C.C.T.
94
95
96
97
98
9917
16
BLOCK E
BLOCK E STANDRIDGE
PARKWAY
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
RIGHT-OF-WAY DEDICATION
INST. NO. ______
O.P.R.C.C.T.
1
5
'
B
L
1
5
'
B
L
1
5
'
B
L
APPROXIMATE LOCATION OF
APPROXIMATE LOCATION OF
ABSTRACT LINE
DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 7 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025MATCH LINE SHEET 5MATCH LINE SHEET 6
GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100'@ 24X36
NORTH
25'25'DETAIL
VISIBILITY, ACCESS,
MAINTENANCE
EASEMENT
(V.A.M.)
LOT LINE
R.O.W.R.O.W.LOT LINESHEET 2
SHEET 3
SHEET 5
SHEET 4
SHEET 7
SHEET 6
N.T.S.VICINITY MAP
SITE
NORTH
FAIRWAY L
N
.
HURRICANE
CREEK
HURRICANE CREEK CIR.C.R. 370
URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE
C.R. 368
C.R. 368NOTES:
Notice: Selling a portion of this addition by metes and bounds is a violation of the city Subdivision Ordinance and
State platting statutes and is subject to fines and withholding of utilities and building certificates.
Line & curve table on sheet 8.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0155J, for Collin
County, Texas and incorporated areas, dated June 2, 2009, as affected by Letter of Map Revision, Case No.
09-06-2158P, dated June 29, 2009, this property is located within Zone X (unshaded) defined as "Areas
determined to be outside the 0.2% annual chance floodplain" and Zone AE defined as "Special flood hazard
areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
OFFICIAL PUBLIC RECORDS OF
COLLIN COUNTY, TEXAS
O.P.R.C.C.T.
PLAT RECORDS OF
COLLIN COUNTY, TEXAS
P.R.C.C.T.
LEGEND
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
FOUNDFND.
BUILDING LINEB.L.
INSTRUMENT NUMBERINST. NO.
"X" CUT IN CONCRETE SET
"X" CUT IN CONCRETE FOUND
XS
XF
POINT OF BEGINNINGP.O.B.
LAND RECORDS OF COLLIN
COUNTY, TEXAS
L.R.C.C.T.
IRON PIPE FOUNDIPF
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
SANITARY SEWER EASEMENTS.S.E.
V.A.M.
RIGHT-OF-WAYR.O.W.
VISIBILITY, ACCESS &
MAINTENANCE EASEMENT
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:DUNN, STACY 215
CURVE TABLE
NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
DELTA
74°57'53"
63°14'10"
67°44'16"
48°00'06"
36°52'12"
36°52'12"
20°09'47"
15°57'46"
25°42'33"
255°24'59"
37°19'49"
90°00'01"
39°13'08"
19°44'10"
84°39'37"
43°31'34"
41°34'58"
16°57'58"
10°22'09"
10°22'09"
10°22'09"
32°21'26"
46°40'22"
51°56'14"
29°15'12"
21°15'12"
17°10'30"
14°50'05"
52°50'14"
15°31'06"
7°52'03"
10°36'56"
53°52'54"
54°48'14"
8°51'31"
9°13'55"
32°31'49"
17°02'48"
44°18'28"
43°08'31"
RADIUS
795.00'
995.00'
1005.00'
845.00'
17.50'
17.50'
265.00'
1016.00'
350.00'
50.00'
300.00'
50.00'
784.00'
300.00'
10.50'
300.00'
400.00'
300.00'
300.00'
308.00'
600.00'
650.00'
450.00'
1216.00'
300.00'
952.00'
300.00'
300.00'
300.00'
300.00'
1254.00'
300.00'
200.00'
400.00'
1000.00'
250.00'
636.00'
250.00'
928.00'
1000.00'
LENGTH
1040.17'
1098.16'
1188.16'
707.93'
11.26'
11.26'
93.26'
283.06'
157.05'
222.89'
195.46'
78.54'
536.65'
103.34'
15.51'
227.90'
290.30'
88.83'
54.29'
55.74'
108.58'
367.08'
366.57'
1102.27'
153.17'
353.13'
89.93'
77.67'
276.65'
81.25'
172.19'
55.58'
188.08'
382.60'
154.61'
40.28'
361.09'
74.38'
717.64'
752.97'
CHORD BEARING
S11°23'38"E
S10°39'48"W
S12°54'51"W
S22°46'56"W
N23°09'28"E
S60°01'41"W
N51°40'28"E
S15°50'24"E
N76°27'06"W
N37°01'24"W
N72°33'13"W
S46°13'06"E
N01°20'43"W
N78°54'48"E
S48°21'18"W
S69°27'20"E
N68°29'02"W
S09°12'28"W
S04°27'35"E
S04°27'35"E
S04°27'35"E
N73°05'48"W
S80°15'16"E
S05°00'50"W
S74°51'33"E
N70°51'33"W
S09°18'44"W
S25°19'01"W
S55°04'02"E
S65°01'30"E
N68°51'01"W
S70°13'28"E
S79°30'04"W
N03°34'50"E
S37°09'49"W
S46°12'32"W
S67°05'24"W
N74°49'54"E
S63°44'48"W
S63°09'50"W
CHORD
967.55'
1043.26'
1120.16'
687.41'
11.07'
11.07'
92.78'
282.15'
155.73'
79.11'
192.02'
70.71'
526.23'
102.83'
14.14'
222.46'
283.97'
88.51'
54.22'
55.66'
108.44'
362.22'
356.52'
1064.92'
151.51'
351.11'
89.59'
77.46'
266.96'
81.01'
172.06'
55.50'
181.23'
368.18'
154.46'
40.24'
356.26'
74.11'
699.89'
735.31'
CURVE TABLE
NO.
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
DELTA
43°08'31"
11°06'18"
26°08'16"
13°19'09"
11°37'44"
11°14'59"
23°48'26"
25°48'23"
10°22'31"
46°10'34"
39°59'58"
11°17'06"
7°42'12"
13°09'22"
14°33'20"
9°45'05"
28°09'20"
23°16'05"
12°44'10"
10°03'16"
7°29'11"
18°00'08"
22°25'07"
37°55'38"
27°47'12"
3°32'04"
8°46'48"
180°00'00"
180°00'00"
260°00'20"
14°39'10"
80°00'20"
141°41'02"
21°58'30"
116°03'39"
106°33'52"
90°00'00"
124°03'49"
54°37'45"
80°00'20"
RADIUS
1072.00'
235.00'
300.00'
300.00'
300.00'
600.00'
1364.00'
1016.00'
300.00'
132.00'
250.00'
1656.00'
300.00'
602.00'
300.00'
1000.00'
275.00'
300.00'
300.00'
1953.00'
400.00'
800.00'
800.00'
500.00'
400.00'
800.00'
200.00'
8.00'
8.00'
50.00'
200.00'
10.50'
50.00'
1200.00'
50.00'
50.00'
25.00'
50.00'
930.00'
10.50'
LENGTH
807.18'
45.55'
136.86'
69.74'
60.89'
117.81'
566.76'
457.61'
54.33'
106.38'
174.53'
326.17'
40.33'
138.23'
76.21'
170.19'
135.14'
121.83'
66.69'
342.72'
52.27'
251.36'
313.02'
330.98'
193.99'
49.35'
30.65'
25.13'
25.13'
226.90'
51.15'
14.66'
123.64'
460.24'
101.28'
93.00'
39.27'
108.27'
886.72'
14.66'
CHORD BEARING
S63°09'50"W
N47°08'43"E
S35°20'18"E
S27°42'24"E
N26°51'41"W
N62°06'21"E
S68°23'04"W
S13°11'08"W
N14°53'58"W
N86°59'57"W
N83°54'39"W
S64°16'13"W
N62°28'46"E
S59°45'11"W
N60°27'10"E
S17°23'38"E
N63°24'15"E
S60°57'38"W
N66°13'35"E
S64°53'08"W
N66°10'10"E
N29°05'18"W
S49°17'56"E
N41°32'41"W
S01°22'31"W
N29°28'58"E
S32°06'19"W
S20°21'27"W
N20°21'26"E
S10°30'39"E
N24°39'55"W
S79°29'21"W
S15°30'30"E
N15°06'05"E
N21°25'57"E
S53°31'44"W
S46°13'07"E
N52°35'29"E
N06°21'36"E
N40°21'11"E
CHORD
788.25'
45.48'
135.67'
69.58'
60.78'
117.62'
562.69'
453.75'
54.25'
103.53'
171.01'
325.64'
40.30'
137.93'
76.01'
169.99'
133.78'
121.00'
66.55'
342.28'
52.23'
250.33'
311.03'
324.97'
192.09'
49.34'
30.62'
16.00'
16.00'
76.60'
51.01'
13.50'
94.46'
457.42'
84.83'
80.16'
35.36'
88.32'
853.51'
13.50'
CURVE TABLE
NO.
C81
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
DELTA
260°00'20"
141°41'02"
115°50'31"
37°51'04"
121°55'31"
7°58'22"
16°40'33"
9°18'22"
250°02'59"
90°16'30"
21°45'35"
4°53'22"
42°50'12"
24°50'00"
RADIUS
50.00'
50.00'
50.00'
1070.00'
50.00'
1070.00'
870.00'
300.00'
50.00'
10.50'
312.50'
88.50'
61.50'
870.00'
LENGTH
226.90'
123.64'
101.09'
706.87'
106.40'
148.89'
253.21'
48.73'
218.21'
16.54'
118.68'
7.55'
45.98'
377.08'
CHORD BEARING
N49°38'49"W
S54°38'39"E
S32°48'14"W
S02°01'45"E
S06°28'20"W
S27°46'18"W
S16°14'08"E
S03°26'04"W
S72°27'53"E
S27°38'53"W
N16°50'08"E
S08°24'01"W
N10°34'24"W
S13°40'20"W
CHORD
76.60'
94.46'
84.73'
694.09'
87.43'
148.77'
252.32'
48.67'
81.89'
14.88'
117.97'
7.55'
44.92'
374.13'
LINE TABLE
NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
BEARING
S42°16'53"W
S46°46'59"W
S01°13'07"E
N88°46'53"E
S31°15'00"W
N65°11'29"W
N65°11'29"W
N65°11'29"W
N65°11'29"W
N44°09'41"W
N44°27'30"W
N43°41'45"E
N04°29'31"E
N25°29'46"W
N67°50'24"E
N38°47'27"W
N13°43'48"W
N74°51'39"E
S33°40'29"W
S36°44'23"E
N17°41'28"E
N09°38'39"W
N09°38'39"W
N37°56'06"W
N09°38'39"W
S35°21'21"W
N09°38'39"W
S89°16'31"E
N76°24'33"E
S89°29'09"E
N83°31'40"W
S57°15'57"E
S72°47'03"E
N37°26'23"W
N66°18'30"E
S31°27'51"W
N84°44'05"E
S01°21'55"W
S63°54'41"E
N38°21'05"W
LENGTH
183.16'
99.91'
200.49'
45.00'
126.12'
46.30'
56.29'
40.20'
27.08'
126.17'
121.83'
6.88'
100.50'
40.07'
46.29'
239.78'
36.26'
45.53'
28.91'
24.57'
32.80'
50.77'
76.54'
32.02'
76.54'
28.28'
25.00'
90.00'
21.44'
74.14'
24.45'
44.62'
55.24'
25.00'
12.90'
11.40'
22.60'
165.67'
8.49'
22.17'
LINE TABLE
NO.
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
BEARING
S63°54'41"E
N32°40'33"W
S48°32'00"E
N09°42'43"W
N77°28'55"E
S74°43'54"E
N69°54'46"E
N62°25'35"E
N38°05'22"W
S29°29'30"W
S74°29'30"W
S27°42'56"W
S36°29'43"W
N76°00'56"W
N38°47'27"W
N26°00'09"W
N26°00'09"W
S17°20'20"E
S31°59'29"E
S20°57'17"E
N65°57'17"W
N24°02'43"E
N88°15'19"E
S83°05'17"E
S77°06'34"E
S63°53'48"E
S58°56'37"E
N37°19'21"E
S59°18'40"E
N29°27'38"E
S09°38'03"E
N51°30'13"W
N00°13'30"E
N05°11'59"W
S85°54'48"W
N84°42'25"W
N79°48'29"W
N76°24'34"W
S77°58'17"E
S69°14'28"E
LENGTH
60.31'
23.22'
31.90'
31.26'
94.37'
25.00'
139.31'
58.44'
73.92'
25.00'
28.28'
71.93'
60.15'
52.52'
239.57'
12.07'
10.59'
62.29'
12.16'
67.53'
42.43'
42.43'
51.60'
48.44'
40.71'
41.19'
58.96'
124.65'
63.73'
128.17'
61.48'
15.00'
43.81'
46.26'
67.21'
54.07'
54.38'
68.82'
60.99'
60.99'
LINE TABLE
NO.
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
BEARING
S64°52'34"E
N18°34'35"E
N14°51'16"E
N07°44'05"W
S60°30'30"E
S79°57'02"E
N53°11'24"E
N59°05'25"E
N87°45'36"E
N78°13'57"E
N70°44'27"E
N50°54'21"W
N42°09'55"E
N27°42'56"E
N05°57'21"E
N10°50'42"E
N18°51'42"W
N70°42'35"E
N60°16'12"E
N62°37'05"E
N64°55'49"E
N67°14'33"E
N69°33'17"E
N71°52'01"E
N74°10'45"E
N76°29'29"E
N77°09'02"E
N28°32'17"W
S89°39'34"E
N73°36'17"W
S58°20'12"W
S60°12'29"W
S62°04'45"W
S63°57'02"W
S65°49'18"W
S67°41'34"W
S69°33'51"W
S71°27'06"W
S73°21'34"W
S46°54'58"E
LENGTH
60.99'
126.20'
127.14'
62.15'
12.60'
27.19'
46.17'
48.62'
72.85'
48.79'
48.92'
42.90'
44.19'
4.71'
9.18'
37.88'
42.45'
42.70'
54.77'
49.15'
49.15'
49.15'
49.15'
49.15'
49.15'
49.15'
49.20'
121.00'
26.61'
19.84'
50.01'
49.32'
49.32'
49.32'
49.32'
49.32'
49.53'
50.02'
50.09'
46.56'
LINE TABLE
NO.
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
BEARING
N48°25'40"E
S73°56'12"E
S07°43'52"E
S69°38'33"E
N66°59'03"E
N26°16'08"W
N48°24'26"W
S31°27'36"E
S41°35'34"W
N41°35'34"E
S48°24'26"E
N45°49'05"E
S48°24'26"E
N69°02'43"E
N26°00'09"W
N25°02'10"W
N25°02'10"W
S52°18'50"W
S20°45'51"E
N20°45'51"W
S31°01'05"E
N44°00'32"W
N33°31'09"W
N31°01'05"W
N60°30'30"W
S29°29'30"W
N41°32'55"E
S41°32'55"W
S31°27'51"W
S01°21'55"W
S60°30'30"E
LENGTH
15.00'
15.00'
15.00'
221.00'
43.61'
43.61'
234.16'
121.29'
225.68'
225.68'
123.89'
60.16'
121.69'
230.72'
124.29'
130.90'
129.53'
50.06'
126.24'
125.01'
6.00'
126.16'
128.24'
133.35'
116.38'
141.39'
21.21'
14.71'
14.92'
178.70'
12.75'
LOT TABLE
LOT NO.
BLOCK A LOT 1X
BLOCK B LOT 1X
BLOCK B LOT 2
BLOCK B LOT 3
BLOCK B LOT 4
BLOCK B LOT 5
BLOCK B LOT 6
BLOCK B LOT 7
BLOCK B LOT 8
BLOCK B LOT 9X
BLOCK B LOT 10
BLOCK B LOT 11
BLOCK B LOT 12
BLOCK B LOT 13
BLOCK B LOT 14
BLOCK B LOT 15
BLOCK B LOT 16
BLOCK B LOT 17
BLOCK B LOT 18
BLOCK B LOT 19
BLOCK B LOT 20
BLOCK B LOT 21
BLOCK B LOT 22
BLOCK B LOT 23
BLOCK B LOT 24
BLOCK B LOT 25
BLOCK B LOT 26
BLOCK B LOT 27
BLOCK B LOT 28
BLOCK B LOT 29
BLOCK C LOT 1X
BLOCK C LOT 2
BLOCK C LOT 3
BLOCK C LOT 4
BLOCK C LOT 5
BLOCK C LOT 6
BLOCK C LOT 7
BLOCK C LOT 8
BLOCK C LOT 9
BLOCK C LOT 10
BLOCK C LOT 11
BLOCK C LOT 12
BLOCK C LOT 13
BLOCK C LOT 14
ACRES
2.970
0.735
0.266
0.207
0.181
0.173
0.172
0.167
0.194
0.053
0.165
0.165
0.165
0.165
0.165
0.165
0.187
0.337
0.161
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.150
0.144
0.059
0.194
0.194
0.194
0.194
0.194
0.261
0.196
0.154
0.154
0.154
0.154
0.154
0.154
SQ. FT.
129,363
31,997
11,575
9,013
7,871
7,520
7,508
7,260
8,446
2,300
7,200
7,200
7,200
7,200
7,200
7,200
8,129
14,683
7,025
6,639
6,639
6,639
6,639
6,639
6,639
6,639
6,639
6,639
6,533
6,292
2,557
8,453
8,453
8,453
8,453
8,453
11,349
8,524
6,712
6,712
6,712
6,712
6,712
6,712
ZONING
SF 7.2
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
LOT TABLE
LOT NO.
BLOCK C LOT 15
BLOCK D LOT 1X
BLOCK D LOT 2
BLOCK D LOT 3
BLOCK D LOT 4
BLOCK D LOT 5
BLOCK D LOT 6
BLOCK D LOT 7
BLOCK D LOT 8
BLOCK D LOT 9
BLOCK D LOT 10
BLOCK D LOT 11
BLOCK D LOT 12
BLOCK D LOT 13
BLOCK D LOT 14
BLOCK D LOT 15
BLOCK D LOT 16
BLOCK E LOT 1X
BLOCK E LOT 2
BLOCK E LOT 3
BLOCK E LOT 4
BLOCK E LOT 5
BLOCK E LOT 6
BLOCK E LOT 7
BLOCK E LOT 8
BLOCK E LOT 9
BLOCK E LOT 10
BLOCK E LOT 11
BLOCK E LOT 12
BLOCK E LOT 13
BLOCK E LOT 14
BLOCK E LOT 15
BLOCK E LOT 16
BLOCK E LOT 17
BLOCK E LOT 18
BLOCK E LOT 19
BLOCK E LOT 20
BLOCK E LOT 21
BLOCK E LOT 22
BLOCK E LOT 23
BLOCK E LOT 24
BLOCK E LOT 25
BLOCK E LOT 26
BLOCK E LOT 27
ACRES
0.165
0.059
0.163
0.147
0.147
0.147
0.147
0.147
0.147
0.211
0.254
0.162
0.147
0.147
0.147
0.147
0.163
1.777
0.259
0.149
0.206
0.152
0.130
0.130
0.130
0.130
0.126
0.125
0.125
0.124
0.124
0.125
0.125
0.125
0.126
0.126
0.127
0.127
0.128
0.170
0.387
0.305
0.151
0.151
SQ. FT.
7,204
2,562
7,095
6,392
6,392
6,392
6,392
6,392
6,392
9,210
11,069
7,069
6,392
6,392
6,392
6,392
7,091
77,387
11,271
6,474
8,994
6,611
5,684
5,666
5,649
5,665
5,485
5,462
5,439
5,416
5,407
5,426
5,446
5,466
5,486
5,506
5,526
5,546
5,566
7,411
16,861
13,299
6,582
6,589
ZONING
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
MD
SF 6.0
SF 6.0
SF 6.0
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
LOT TABLE
LOT NO.
BLOCK E LOT 28
BLOCK E LOT 29
BLOCK E LOT 30
BLOCK E LOT 31
BLOCK E LOT 32
BLOCK E LOT 33
BLOCK E LOT 34
BLOCK E LOT 35
BLOCK E LOT 36
BLOCK E LOT 37
BLOCK E LOT 38
BLOCK E LOT 39
BLOCK E LOT 40
BLOCK E LOT 41
BLOCK E LOT 42
BLOCK E LOT 43
BLOCK E LOT 44
BLOCK E LOT 45
BLOCK E LOT 46
BLOCK E LOT 47X
BLOCK E LOT 48
BLOCK E LOT 49
BLOCK E LOT 50
BLOCK E LOT 51
BLOCK E LOT 52
BLOCK E LOT 53
BLOCK E LOT 54
BLOCK E LOT 55
BLOCK E LOT 56
BLOCK E LOT 57
BLOCK E LOT 58
BLOCK E LOT 59
BLOCK E LOT 60
BLOCK E LOT 61
BLOCK E LOT 62
BLOCK E LOT 63
BLOCK E LOT 64
BLOCK E LOT 65
BLOCK E LOT 66
BLOCK E LOT 67
BLOCK E LOT 68
BLOCK E LOT 69
BLOCK E LOT 70X
BLOCK E LOT 71
ACRES
0.144
0.137
0.147
0.148
0.149
0.201
0.142
0.139
0.182
0.356
0.273
0.263
0.238
0.211
0.281
0.271
0.211
0.211
0.211
0.902
0.366
0.449
0.290
0.252
0.225
0.225
0.225
0.225
0.225
0.225
0.225
0.238
0.242
0.232
0.225
0.225
0.225
0.225
0.243
0.273
0.325
0.464
3.953
0.245
SQ. FT.
6,265
5,952
6,398
6,435
6,477
8,743
6,185
6,050
7,926
15,493
11,887
11,475
10,351
9,170
12,250
11,802
9,178
9,170
9,170
39,288
15,928
19,538
12,640
10,997
9,800
9,800
9,800
9,800
9,800
9,800
9,800
10,356
10,525
10,110
9,800
9,800
9,800
9,800
10,583
11,881
14,170
20,215
172,196
10,678
ZONING
MD
MD
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF 7.2
SF 7.2
LOT TABLE
LOT NO.
BLOCK E LOT 72
BLOCK E LOT 73
BLOCK E LOT 74
BLOCK E LOT 75
BLOCK E LOT 76
BLOCK E LOT 77
BLOCK E LOT 78
BLOCK E LOT 79
BLOCK E LOT 80
BLOCK E LOT 81
BLOCK E LOT 82
BLOCK E LOT 83
BLOCK E LOT 84
BLOCK E LOT 85
BLOCK E LOT 86X
BLOCK E LOT 87
BLOCK E LOT 88
BLOCK E LOT 89
BLOCK E LOT 90
BLOCK E LOT 91
BLOCK E LOT 92
BLOCK E LOT 93
BLOCK E LOT 94
BLOCK E LOT 95
BLOCK E LOT 96
BLOCK E LOT 97
BLOCK E LOT 98
BLOCK E LOT 99
BLOCK E LOT 100
BLOCK E LOT 101
BLOCK E LOT 102
BLOCK E LOT 103
BLOCK E LOT 104
BLOCK E LOT 105
BLOCK E LOT 106
BLOCK E LOT 107
BLOCK E LOT 108
BLOCK E LOT 109
BLOCK E LOT 110X
BLOCK F LOT 1
BLOCK F LOT 2
BLOCK F LOT 3
BLOCK F LOT 4
BLOCK F LOT 5
ACRES
0.193
0.179
0.211
0.223
0.189
0.189
0.182
0.172
0.172
0.172
0.168
0.268
0.260
0.247
0.507
0.228
0.225
0.225
0.225
0.225
0.225
0.239
0.252
0.268
0.252
0.239
0.227
0.243
0.256
0.248
0.235
0.225
0.225
0.241
0.214
0.214
0.265
0.476
0.307
0.211
0.152
0.139
0.147
0.201
SQ. FT.
8,395
7,800
9,211
9,698
8,231
8,231
7,948
7,500
7,500
7,500
7,314
11,677
11,305
10,768
22,066
9,936
9,800
9,800
9,800
9,800
9,800
10,421
10,979
11,668
10,959
10,395
9,896
10,588
11,140
10,822
10,240
9,800
9,800
10,500
9,339
9,339
11,545
20,715
13,388
9,200
6,634
6,050
6,388
8,740
ZONING
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF 7.2
SF-8.4
SF-8.4
SF-8.4
SF-8.4
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
LOT TABLE
LOT NO.
BLOCK F LOT 6
BLOCK F LOT 7
BLOCK F LOT 8
BLOCK F LOT 9
BLOCK F LOT 10
BLOCK G LOT 1
BLOCK G LOT 2
BLOCK G LOT 3
BLOCK G LOT 4
BLOCK G LOT 5
BLOCK G LOT 6
BLOCK G LOT 7
BLOCK G LOT 8
BLOCK G LOT 9
BLOCK G LOT 10
BLOCK G LOT 11
BLOCK G LOT 12
BLOCK G LOT 13
BLOCK H LOT 1
BLOCK H LOT 2
BLOCK H LOT 3
BLOCK H LOT 4
BLOCK H LOT 5
BLOCK H LOT 6
BLOCK H LOT 7
BLOCK H LOT 8
BLOCK H LOT 9
BLOCK H LOT 10
BLOCK H LOT 11
BLOCK H LOT 12
BLOCK H LOT 13
BLOCK H LOT 14
BLOCK H LOT 15
BLOCK H LOT 16
BLOCK H LOT 17
BLOCK H LOT 18
BLOCK H LOT 19
BLOCK H LOT 20
BLOCK H LOT 21
BLOCK H LOT 22
BLOCK H LOT 23
BLOCK H LOT 24
BLOCK H LOT 25
BLOCK H LOT 26
ACRES
0.206
0.173
0.164
0.164
0.195
0.191
0.156
0.156
0.139
0.156
0.186
0.196
0.146
0.139
0.134
0.134
0.134
0.164
0.188
0.160
0.162
0.162
0.162
0.163
0.170
0.191
0.192
0.168
0.152
0.146
0.144
0.145
0.213
0.242
0.192
0.191
0.200
0.207
0.196
0.189
0.202
0.202
0.201
0.199
SQ. FT.
8,967
7,531
7,139
7,139
8,476
8,328
6,811
6,811
6,049
6,817
8,122
8,536
6,355
6,065
5,858
5,858
5,858
7,135
8,183
6,990
7,054
7,050
7,038
7,120
7,423
8,300
8,354
7,328
6,600
6,362
6,256
6,327
9,268
10,552
8,343
8,335
8,726
9,016
8,556
8,227
8,779
8,786
8,751
8,680
ZONING
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
MD
MD
MD
MD
MD
MD
MD
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
LOT TABLE
LOT NO.
BLOCK H LOT 27
BLOCK I LOT 1X
BLOCK I LOT 2
BLOCK I LOT 3
BLOCK I LOT 4
BLOCK I LOT 5
BLOCK I LOT 6
BLOCK I LOT 7
BLOCK I LOT 8
BLOCK I LOT 9
BLOCK I LOT 10
BLOCK I LOT 11
BLOCK I LOT 12
BLOCK I LOT 13
BLOCK I LOT 14
BLOCK I LOT 15
BLOCK I LOT 16
BLOCK I LOT 17
BLOCK J LOT 1
BLOCK J LOT 2
BLOCK J LOT 3
BLOCK J LOT 4
BLOCK J LOT 5
BLOCK J LOT 6
BLOCK J LOT 7
BLOCK J LOT 8
BLOCK J LOT 9
BLOCK J LOT 10
BLOCK J LOT 11
BLOCK J LOT 12
BLOCK J LOT 13
BLOCK J LOT 14
BLOCK J LOT 15
BLOCK J LOT 16
BLOCK J LOT 17
BLOCK J LOT 18
BLOCK J LOT 19
BLOCK J LOT 20
BLOCK J LOT 21
BLOCK K LOT 1
BLOCK K LOT 2
BLOCK K LOT 3
BLOCK K LOT 4
BLOCK K LOT 5
ACRES
0.212
0.682
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.149
0.148
0.143
0.143
0.264
0.197
0.196
0.196
0.196
0.197
0.189
0.200
0.200
0.202
0.224
0.241
0.222
0.213
0.188
0.191
0.191
0.191
0.191
0.199
0.263
0.339
0.203
0.196
0.196
0.196
SQ. FT.
9,251
29,728
6,474
6,474
6,474
6,474
6,474
6,474
6,474
6,474
6,474
6,474
6,474
6,479
6,479
6,460
6,244
6,244
11,485
8,582
8,551
8,554
8,551
8,569
8,213
8,691
8,731
8,790
9,750
10,515
9,686
9,282
8,179
8,330
8,330
8,330
8,330
8,671
11,466
14,750
8,827
8,544
8,556
8,540
ZONING
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
LOT TABLE
LOT NO.
BLOCK K LOT 6
BLOCK K LOT 7
BLOCK K LOT 8
BLOCK K LOT 9
BLOCK K LOT 10
BLOCK K LOT 11
BLOCK K LOT 12
BLOCK K LOT 13
BLOCK K LOT 14
BLOCK K LOT 15
BLOCK K LOT 16
BLOCK L LOT 1
BLOCK L LOT 2
BLOCK L LOT 3
BLOCK L LOT 4
BLOCK L LOT 5X
BLOCK L LOT 6
BLOCK L LOT 7
BLOCK L LOT 8
BLOCK L LOT 9
BLOCK L LOT 10
BLOCK L LOT 11
BLOCK L LOT 12
BLOCK M LOT 1X
BLOCK M LOT 2
BLOCK M LOT 3
BLOCK M LOT 4
BLOCK M LOT 5
BLOCK M LOT 6
BLOCK M LOT 7
BLOCK M LOT 8
BLOCK M LOT 9
BLOCK M LOT 10
BLOCK M LOT 11
BLOCK M LOT 12
BLOCK M LOT 13
BLOCK M LOT 14
BLOCK M LOT 15
BLOCK M LOT 16
BLOCK M LOT 17
BLOCK N LOT 1
BLOCK N LOT 2
BLOCK N LOT 3
BLOCK N LOT 4
ACRES
0.198
0.235
0.240
0.262
0.233
0.193
0.185
0.185
0.151
0.165
0.258
0.267
0.209
0.210
0.200
3.133
0.160
0.156
0.155
0.153
0.155
0.154
0.216
1.333
0.146
0.144
0.143
0.154
0.154
0.154
0.154
0.154
0.154
0.154
0.154
0.148
0.151
0.151
0.151
0.146
0.199
0.158
0.158
0.158
SQ. FT.
8,625
10,240
10,457
11,407
10,152
8,404
8,063
8,079
6,594
7,209
11,245
11,638
9,097
9,151
8,721
136,462
6,960
6,805
6,732
6,662
6,754
6,688
9,413
58,064
6,343
6,269
6,245
6,704
6,704
6,704
6,704
6,704
6,704
6,704
6,701
6,452
6,572
6,572
6,572
6,351
8,682
6,893
6,893
6,891
ZONING
SF 7.2
SF 7.2
SF 7.2
SF-8.4
SF-8.4
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
MD
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
LOT TABLE
LOT NO.
BLOCK N LOT 5
BLOCK N LOT 6
BLOCK N LOT 7X
BLOCK N LOT 8
BLOCK N LOT 9
BLOCK N LOT 10
BLOCK N LOT 11
BLOCK N LOT 12
BLOCK N LOT 13
BLOCK N LOT 14
BLOCK O LOT 1
BLOCK O LOT 2
BLOCK O LOT 3
BLOCK O LOT 4
BLOCK O LOT 5
BLOCK O LOT 6
BLOCK O LOT 7
BLOCK O LOT 8
BLOCK O LOT 9
BLOCK O LOT 10
BLOCK O LOT 11
BLOCK O LOT 12X
BLOCK O LOT 13
BLOCK O LOT 14
BLOCK O LOT 15
BLOCK O LOT 16
BLOCK O LOT 17
BLOCK O LOT 18
BLOCK O LOT 19
BLOCK O LOT 20
BLOCK O LOT 21
BLOCK O LOT 22
BLOCK O LOT 23
BLOCK O LOT 24
BLOCK O LOT 25
BLOCK P LOT 1X
BLOCK P LOT 2
BLOCK P LOT 3
BLOCK P LOT 4
BLOCK P LOT 5
BLOCK P LOT 6
BLOCK P LOT 7
BLOCK P LOT 8
BLOCK P LOT 9
ACRES
0.158
0.173
0.056
0.159
0.152
0.152
0.152
0.152
0.152
0.198
0.400
0.211
0.203
0.196
0.189
0.188
0.181
0.177
0.171
0.172
0.169
0.269
0.146
0.147
0.143
0.141
0.142
0.142
0.153
0.158
0.162
0.167
0.171
0.166
0.298
0.280
0.148
0.157
0.166
0.179
0.186
0.200
0.255
0.287
SQ. FT.
6,890
7,542
2,421
6,934
6,605
6,605
6,605
6,605
6,605
8,622
17,403
9,184
8,861
8,538
8,216
8,205
7,868
7,711
7,454
7,490
7,347
11,699
6,362
6,403
6,242
6,135
6,164
6,192
6,677
6,873
7,070
7,266
7,462
7,220
12,974
12,218
6,461
6,836
7,226
7,813
8,094
8,715
11,122
12,513
ZONING
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
LOT TABLE
LOT NO.
BLOCK P LOT 10
BLOCK P LOT 11
BLOCK P LOT 12
BLOCK P LOT 13
BLOCK P LOT 14
BLOCK Q LOT 1X
BLOCK Q LOT 2
BLOCK Q LOT 3
BLOCK Q LOT 4
BLOCK Q LOT 5
BLOCK Q LOT 6
BLOCK Q LOT 7
BLOCK Q LOT 8
BLOCK Q LOT 9
BLOCK Q LOT 10
BLOCK Q LOT 11
BLOCK Q LOT 12X
BLOCK Q LOT 13
BLOCK Q LOT 14
BLOCK Q LOT 15
BLOCK Q LOT 16
BLOCK Q LOT 17
BLOCK Q LOT 18
BLOCK Q LOT 19
BLOCK Q LOT 20
BLOCK Q LOT 21
BLOCK Q LOT 22
BLOCK R LOT 1X
BLOCK R LOT 2
BLOCK R LOT 3
BLOCK R LOT 4
BLOCK R LOT 5
BLOCK R LOT 6
BLOCK R LOT 7
BLOCK R LOT 8
BLOCK R LOT 9
BLOCK R LOT 10
BLOCK R LOT 11
BLOCK R LOT 12
BLOCK R LOT 13
BLOCK S LOT 1
BLOCK S LOT 2
BLOCK S LOT 3
BLOCK S LOT 4
ACRES
0.225
0.219
0.204
0.183
0.168
0.134
0.144
0.144
0.144
0.144
0.144
0.144
0.144
0.145
0.146
0.198
0.867
0.157
0.143
0.144
0.144
0.144
0.144
0.144
0.144
0.144
0.156
0.967
0.145
0.145
0.145
0.145
0.145
0.145
0.145
0.143
0.139
0.139
0.139
0.139
0.201
0.143
0.143
0.143
SQ. FT.
9,815
9,557
8,885
7,967
7,328
5,830
6,291
6,289
6,289
6,289
6,288
6,288
6,288
6,303
6,345
8,611
37,753
6,854
6,222
6,251
6,251
6,251
6,251
6,251
6,251
6,251
6,807
42,106
6,319
6,319
6,319
6,319
6,319
6,319
6,319
6,244
6,050
6,050
6,050
6,050
8,760
6,245
6,250
6,250
ZONING
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
LOT TABLE
LOT NO.
BLOCK S LOT 5
BLOCK S LOT 6
BLOCK S LOT 7
BLOCK S LOT 8
BLOCK S LOT 9
BLOCK S LOT 10
BLOCK S LOT 11X
BLOCK S LOT 12
BLOCK S LOT 13
BLOCK S LOT 14
BLOCK S LOT 15
BLOCK S LOT 16
BLOCK S LOT 17
BLOCK S LOT 18
BLOCK S LOT 19
BLOCK S LOT 20
BLOCK S LOT 21
BLOCK S LOT 22
BLOCK S LOT 23
BLOCK S LOT 24
BLOCK S LOT 25
BLOCK S LOT 26
BLOCK S LOT 27
BLOCK S LOT 28
BLOCK S LOT 29
BLOCK S LOT 30
BLOCK S LOT 31
BLOCK S LOT 32
BLOCK S LOT 33
BLOCK T LOT 1
BLOCK T LOT 2
BLOCK T LOT 3
BLOCK T LOT 4
BLOCK T LOT 5
BLOCK T LOT 6
BLOCK T LOT 7
BLOCK T LOT 8
BLOCK T LOT 9
BLOCK T LOT 10
BLOCK T LOT 11
BLOCK T LOT 12
BLOCK T LOT 13X
BLOCK T LOT 14
BLOCK T LOT 15
ACRES
0.143
0.143
0.143
0.143
0.143
0.161
0.359
0.178
0.180
0.191
0.195
0.185
0.215
0.221
0.191
0.198
0.211
0.210
0.139
0.142
0.142
0.142
0.142
0.142
0.141
0.140
0.142
0.147
0.200
0.182
0.139
0.139
0.139
0.141
0.143
0.143
0.143
0.143
0.143
0.148
0.159
0.408
0.198
0.196
SQ. FT.
6,250
6,249
6,249
6,249
6,249
7,004
15,627
7,747
7,822
8,318
8,513
8,072
9,372
9,622
8,321
8,615
9,171
9,162
6,067
6,203
6,203
6,203
6,203
6,203
6,154
6,077
6,186
6,384
8,732
7,926
6,050
6,050
6,050
6,163
6,221
6,216
6,217
6,219
6,239
6,451
6,923
17,782
8,634
8,549
ZONING
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 6.0
SF 7.2
SF 7.2
LOT TABLE
LOT NO.
BLOCK T LOT 16
BLOCK T LOT 17
BLOCK T LOT 18
BLOCK T LOT 19
BLOCK T LOT 20
BLOCK T LOT 21
BLOCK T LOT 22
BLOCK T LOT 23
BLOCK T LOT 24
BLOCK T LOT 25
BLOCK T LOT 26
BLOCK T LOT 27
BLOCK T LOT 28
BLOCK T LOT 29
BLOCK T LOT 30
BLOCK T LOT 31
BLOCK U LOT 1
BLOCK U LOT 2
BLOCK U LOT 3
BLOCK U LOT 4
BLOCK U LOT 5
BLOCK U LOT 6
BLOCK U LOT 7
BLOCK U LOT 8
BLOCK U LOT 9
BLOCK U LOT 10
BLOCK U LOT 11
BLOCK U LOT 12
BLOCK U LOT 13
BLOCK U LOT 14
BLOCK U LOT 15
BLOCK U LOT 16
BLOCK U LOT 17
BLOCK U LOT 18
BLOCK U LOT 19
BLOCK V LOT 1X
BLOCK W LOT 1X
BLOCK X LOT 1X
BLOCK Y LOT 1X
OVERALL
ROW DEDICATION
ACRES
0.182
0.229
0.222
0.209
0.207
0.194
0.242
0.176
0.177
0.177
0.177
0.177
0.175
0.174
0.174
0.212
0.268
0.192
0.188
0.188
0.188
0.176
0.172
0.172
0.201
0.220
0.177
0.177
0.180
0.186
0.186
0.185
0.186
0.178
0.325
0.147
0.155
0.050
0.464
139.983
35.723
SQ. FT.
7,918
9,954
9,670
9,121
9,019
8,438
10,537
7,670
7,707
7,707
7,707
7,707
7,612
7,560
7,563
9,249
11,659
8,367
8,198
8,186
8,187
7,649
7,511
7,507
8,753
9,591
7,693
7,689
7,846
8,110
8,110
8,080
8,098
7,744
14,161
6,417
6,738
2,170
20,230
6,097,664
1,556,102
ZONING
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 7.2
SF 6.0
SF 6.0
SF 6.0
DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
N/A
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
061315006 8 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:
PHASE 1 PHASE 2 TOTAL ZONING REQUIREMENTS
MD 33 0 33 600 MAX
SF-6.0 143 72 215 900 MAX
SF-7.2 80 67 147 400 MIN
SF-8.4 12 47 59 58 MIN
DUNN, STACY 215
DWG NAME: K:\FRI_SURVEY\061315006-LIBERTY HILLS-PERRY HOMES - ANNA\DWG\061315006 LIBERTY HILLS PHASES 1 AND 2 PP.DWG PLOTTED BYWHITLEY, JACK 4/23/2025 3:29 PM LAST SAVED4/23/2025 3:28 PMScale Drawn by
N/A
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
Fax No. (972) 335-3779FIRM # 10193822
SURVEYOR'S CERTIFICATION
KNOW ALL MEN BY THESE PRESENTS:
That I, Michael B. Marx, a Registered Professional Land Surveyor of the State of Texas, do hereby certify that this
subdivision is true and correct; was prepared from an actual and accurate survey of the land, according to the standards
of practice of the Texas Board of Professional Surveyors; and that all previously existing property monuments are
sufficiently described on this document as found and all set monuments meets or exceeds the requirements of Section
137.87, The State of Texas, Texas Engineering and Land Surveying Practice Acts and Rules concerning Practice and
Licensure.
____________________________________
Michael B. Marx
Registered Professional Land Surveyor No. 5181
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, Texas 75034
Phone 972-335-3580
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael B.
Marx, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and
acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2025.
_______________________________________________
Notary Public, State of Texas
My Commission Expires: ___________________________
9 OF 9
PP 25-0008
PRELIMINARY PLAT
LIBERTY HILLS,
PHASES 1 AND 2
33 RESIDENTIAL LOTS - MD
216 RESIDENTIAL LOTS - SF 6.0
147 RESIDENTIAL LOTS - SF 7.2
59 RESIDENTIAL LOTS - SF 8.4
24 HOA LOTS
139.983 ACRES
OUT OF THE
HENRY SMITH SURVEY,
ABSTRACT NO. 822 &
JONAS WHITAKER SURVEY,
ABSTRACT NO. 981
CITY OF ANNA, COLLIN COUNTY, TEXAS
APRIL 2025
JCC KHA APRIL 2025
OWNERS' CERTIFICATE
STATE OF TEXAS §
COUNTY OF COLLIN §
CITY OF ANNA §
WHEREAS PH LAND HOLDINGS, LLC (an undivided 53.498% interest), SH DEV LIBERTY HILLS ANNA, LLC (an
undivided 25.456% interest), and LH RESIDENTIAL DEVELOPMENT, LLC (an undivided 21.046% interest), are the
sole owners of a tract of land situated in the Henry Smith Survey, Abstract No. 822 and the Honas Whitaker Survey,
Abstract No. 981, City of Anna, Collin County, Texas, and being a portion of a called 139.983 acre tract of land described
in, a Special Warranty Deed to PH Land Holdings, LLC, (an undivided 53.498% interest), recorded in Instrument No.
2024000150141, a Special warranty Deed to SH Dev Liberty Hills Anna, LLC, (an undivided 25.456% interest), recorded
in Instrument No. 2024000151576, and a Special Warranty Deed to LH Residential Development, LLC (an undivided
21.046% interest), recorded in Instrument No. 2024000160359, all 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 the intersection of County Road 370, an apparent public use right of way, no
record found, with County Road 368, an apparent public use right of way, no record found, same being the southwest
corner of said 139.983-acre tract, and the northwest corner of a tract of land, described in a deed to Sheikh M. Alam, as
recorded in Volume 4335, Page 955 of the Land Records of Collin County, Texas;
THENCE North 01°13'07" West, along a westerly line of said 139.983-acre tract and generally along said County Road
368, a distance of 2,021.45 feet to a 1/2-inch iron rod found for the northeast corner of a tract of land, described in a deed
to Jamie Slater Paxton, et al, as recorded in Instrument No. 2018122100154750 of the Official Public Records of Collin
County, Texas;
THENCE South 80°49'43" West, along a southerly line of said 139.983-acre tract and the north line of said Paxton tract, a
distance of 212.77 feet to a 3/4-inch iron rod found for the northwest corner of said Paxton tract and the northeast corner
of a tract of land, described in a deed to Brian Previaty, as recorded in Instrument No. 20220426000665550 of the Official
Public Records of Collin County, Texas;
THENCE South 81°00'36" West, continuing along a southerly line of said 139.983-acre tract and along the north line of
said Previaty tract, a distance of 212.21 feet to a 3/4-inch iron rod found for the northwest corner of said Previaty tract and
the northeast corner of a tract of land, described in a deed to Patrick and Cathy Malone, as recorded in Instrument No.
20180405000421810 of the Official Public Records of Collin County, Texas;
THENCE South 79°47'15" West, continuing along a southerly line of said 139.983-acre tract and along the north line of
said Malone tract, a distance of 215.44 feet to a 3/4-inch iron rod found for the northwest corner of said Malone tract and
the northeast corner of a tract of land, described in a deed to Bill L. Miller, et ux, as recorded in County Clerk's File No.
97-0050914 of the Land Records of Collin County, Texas;
THENCE South 79°47'48" West, continuing along a southerly line of said 139.983-acre tract and along the north line of
said Miller, Sr., tract, a distance of 211.79 feet to a 2-inch iron pipe found in concrete for the northwest corner of said
Miller, Sr., tract and the northeast corner of a tract of land, described in a deed to Ronald R. Brown II, et al, as recorded in
Instrument No. 20160307000268360 of the Official Public Records of Collin County, Texas;
THENCE South 80°49'08" West, continuing along a southerly line of said 139.983-acre tract and along the north line of
said Brown II, tract, a distance of 220.18 feet to a 3/4-inch smooth iron rod found for a southwest corner of said
139.983-acre tract and the northwest corner of said Brown II, tract, same being on the east line of a tract of land,
described in a deed to the Jerry & Gail Purkaple Revocable Trust, as recorded in Instrument No. 20150409000396420 of
the Official Public Records of Collin County, Texas;
THENCE North 00°47'59" West, along a westerly line of said 139.983-acre tract and the east line of said Jerry & Gail
Purkaple Revocable Trust tract, a distance of 95.58 feet to a 3/4-inch smooth iron rod found for the northeast corner of
said Jerry & Gail Purkaple Revocable Trust tract and the southeast corner of a tract of land, described in a deed to
Christopher Scott Cooper, et ux, as recorded in Instrument No. 20151015001306200 of the Official Public Records of
Collin County, Texas;
THENCE North 00°53'28" East, continuing along a westerly line of said Tract One 139.983-acre tract and along the east
line of said Cooper tract, a distance of 242.29 feet to a 3/4-inch smooth iron rod found for the northeast corner of said
Cooper tract and the southeast corner of a tract of land, described in a deed to Jayme & Todd R. Hawthorne, as recorded
in Volume 5697, Page 1310 of the Land Records of Collin County, Texas;
THENCE North 01°07'11" East, continuing along a westerly line of said 139.983-acre tract and along the east line of said
Hawthorne tract, passing the northeast corner of said Hawthorne tract and the southeast corner of a tract of land,
described in a deed to Michael and Jamie May, as recorded in County Clerk's File No. 94-0027890 of the Land Records
of Collin County, Texas, continuing along the easterly line of said May tract, a total distance of 264.57 feet to a 1/2-inch
iron rod with a plastic cap, stamped “RPLS 6578” found for corner;
THENCE North 01°48'05" East, continuing along a westerly line of said 139.983-acre tract and the east line of said May
tract, a distance of 76.54 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for corner;
THENCE North 02°27'54" East, continuing along a westerly line of said 139.983-acre tract and the east line of said May
tract, a distance of 99.20 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for the northeast
corner of said May tract, common to an angle point in the westerly line of said 139.983-acre tract;
THENCE North 89°45'34" East, continuing along the westerly line of said 139.983-acre tract, a distance of 339.45 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE North 17°53'59" East, continuing along the westerly line of said 139.983-acre tract, a distance of 452.04 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE North 28°38'55" West, continuing along the westerly line of said 139.983-acre tract, a distance of 272.83 feet to
a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE North 20°05'05" East, continuing along the westerly line of said 139.983-acre tract, a distance of 311.17 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE North 55°59'25" West, continuing along the westerly line of said 139.983-acre tract, a distance of 162.63 feet to
a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set on the easterly line of a called 179.55-acre tract of land,
described in a Warranty Deed to Grayson-Collin Recreational Association, Inc., as recorded in Volume 705, Page 90 of
the Land Records of Collin County, Texas;
THENCE North 22°16'10" West, continuing along the westerly line of said 139.983-acre tract and along the easterly line of
said 179.55-acre tract, a distance of 763.64 feet to a 1.5-inch iron pipe found for corner;
THENCE North 12°31'05" West, continuing along the easterly line of said 179.55-acre tract and the westerly line of said
139.983-acre tract, a distance of 690.45 feet to a 1-inch iron pipe found for corner;
THENCE North 35°44'24" East, continuing along the easterly line of said 179.55-acre tract and the westerly line of said
139.983-acre tract, a distance of 668.86 feet to a 1/2-inch iron rod found for corner;
THENCE North 03°11'58" East, continuing along the easterly line of said 179.55-acre tract and the westerly line of said
139.983-acre tract, a distance of 278.60 feet to a 1/2-inch iron rod found for westerly, southwest corner of a called
7.493-acre tract of land, described in a deed to Grayson-Collin Recreational Association, Inc., as recorded in Volume 738,
Page 342 of the Land Records of Collin County, Texas;
THENCE South 60°30'30" East, along a southwesterly line of said 7.493-acre tract and a northerly line of said
139.983-acre tract, a distance of 753.11 feet to a 1-inch iron pipe found for corner;
THENCE South 38°05'22" East, continuing along a southwesterly line of said 7.493-acre tract and a northerly line of said
139.983-acre tract, a distance of 416.71 feet to a 1/2-inch iron rod found for corner;
THENCE South 20°05'14" East, continuing along a southwesterly line of said 7.493-acre tract and a northerly line of said
139.983-acre tract, a distance of 393.31 feet to a 1-inch iron pipe found for southerly, southwest corner of said 7.493-acre
tract;
THENCE North 64°28'26" East, along a southerly line of said 7.493-acre tract and a northerly line of said 139.983-acre
tract, a distance of 48.15 feet to a 1/2-inch iron rod found for corner;
THENCE North 71°32'49" East, continuing along a southerly line of said 7.493-acre tract and a northerly line of said
139.983-acre tract, a distance of 175.46 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for the
southeast corner of said 7.493-acre tract and a southwest corner of aforesaid 179.55-acre tract;
THENCE North 68°39'59" East along a southerly line of said 179.55-acre tract and a northerly line of said 139.983-acre
tract, a distance of 279.46 feet to a 1/2-inch iron rod found for corner;
THENCE South 63°54'41" East, departing the southerly line of said 179.55-acre tract and continuing along a northerly line
of said 139.983-acre tract, a distance of 114.36 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for the
northeast corner of said 139.983 acre tract;
THENCE South 26°05'19" West, along the easterly line of said 139.983-acre tract, a distance of 422.80 feet to a 5/8-inch
iron rod with a red plastic cap, stamped “KHA” set for the beginning of a tangent curve to the left with a radius of 795.00
feet, a central angle of 74°57'53", and a chord bearing and distance of South 11°23'38" East, 967.55 feet;
THENCE in a southerly direction, continuing along the easterly line of said 139.983-acre tract, with said tangent curve to
the left, an arc distance of 1,040.17 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE South 42°16'53" West, continuing along the easterly line of said 139.983-acre tract, a distance of 183.16 feet to
a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for the beginning of a tangent curve to the left with a radius
of 995.00 feet, a central angle of 63°14'10", and a chord bearing and distance of South 10°39'48" West, 1,043.26 feet;
THENCE in a southerly direction, continuing along the easterly line of said 139.983-acre tract, with said tangent curve to
the left, an arc distance of 1,098.16 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE South 20°57'17" East, continuing along the easterly line of said 139.983-acre tract, a distance of 263.09 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for the beginning of a tangent curve to the right with a radius of
1,005.00 feet, a central angle of 67°44'16", and a chord bearing and distance of South 12°54'51" West, 1,120.16 feet;
THENCE in a southerly direction, continuing along the easterly line of said 139.983-acre tract, with said tangent curve to
the right, an arc distance of 1,188.16 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE South 46°46'59" West, continuing along the easterly line of said 139.983-acre tract, a distance of 99.91 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for the beginning of a tangent curve to the left with a radius of
845.00 feet, a central angle of 48°00'06", and a chord bearing and distance of South 22°46'56" West, 687.41 feet;
THENCE in a southerly direction, continuing along the easterly line of said 139.983-acre tract, with said tangent curve to
the left, an arc distance of 707.93 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE South 01°13'07" East, continuing along the easterly line of said 139.983-acre tract, a distance of 200.49 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE North 88°46'53" East, continuing along the easterly line of said 139.983-acre tract, a distance of 45.00 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner;
THENCE South 01°16'41" East, continuing along the easterly line of said 139.983-acre tract, a distance of 287.55 feet to a
5/8-inch iron rod with a red plastic cap, stamped “KHA” set in aforesaid County Road 370, for the southeast corner of said
139.983 acre tract, same being the northerly line of aforesaid Sheikh M. Alam tract;
THENCE South 88°36'37" West, along the southerly line of said 139.983-acre tract, the north line of said Alam tract and
generally along the centerline of said County Road 370, a distance of 105.16 feet to the POINT OF BEGINNING and
containing 139.983 acres (6,097,664 square feet) of land, more or less.
061315006
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
OWNER'S CERTIFICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT PH LAND HOLDINGS, LLC, SH DEV LIBERTY HILLS ANNA, LLC, & LH RESIDENTIAL DEVELOPMENT, LLC, acting herein by and through their
duly authorized officers, do hereby adopt this plat designating the hereinabove described property as LIBERTY HILLS, an addition to the City of Anna,
Texas, and do hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street
purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. No buildings,
fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that
landscape improvements may be placed in landscape easements, if approved by the City of Anna. In addition, utility easements may also be used for the
mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by
public utilities being subordinate to the public’s and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and
keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the
full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining,
reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone.
WITNESS, my hand at ____________, ___________________, this the _______ day of ___________, 20__________.
PH LAND HOLDINGS, LLC.
By: _____________________________________________
_____________________________________________
(Print Name and Title)
STATE OF TEXAS §
§
COUNTY OF ________________§
Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared _______________________ of Q
Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she executed the same for the purpose and considerations therein expressed.
Given under my hand and seal of office, this _______________ day of ________________________________, 20_____.
________________________________________________
Notary Public in and for the State of Texas
__________________________________
Printed Name
__________________________________
My Commission Expires
WITNESS, my hand at ____________, ___________________, this the _______ day of ___________, 20__________.
SH DEV LIBERTY HILLS ANNA, LLC.
By: _____________________________________________
_____________________________________________
(Print Name and Title)
STATE OF TEXAS §
§
COUNTY OF ________________§
Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared _______________________ of Q
Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she executed the same for the purpose and considerations therein expressed.
Given under my hand and seal of office, this _______________ day of ________________________________, 20_____.
________________________________________________
Notary Public in and for the State of Texas
__________________________________
Printed Name
__________________________________
My Commission Expires
WITNESS, my hand at ____________, ___________________, this the _______ day of ___________, 20__________.
LH RESIDENTIAL DEVELOPMENT, LLC.
By: _____________________________________________
_____________________________________________
(Print Name and Title)
STATE OF TEXAS §
§
COUNTY OF ________________§
Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared _______________________ of Q
Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that
he/she executed the same for the purpose and considerations therein expressed.
Given under my hand and seal of office, this _______________ day of ________________________________, 20_____.
________________________________________________
Notary Public in and for the State of Texas
__________________________________
Printed Name
__________________________________
My Commission Expires
CERTIFICATE OF APPROVAL
APPROVED on this the ________day of ____________, 20____, by the
Planning & Zoning Commission, City of Anna, Texas.
____________________________________
Planning & Zoning Commission Chair
_____________________________________
Director of Development Services
VAM EASEMENTS:
THE AREA OR AREAS SHOWN ON THE PLAT AS "VAM" (VISIBILITY, ACCESS, AND MAINTENANCE)
EASEMENT(S) ARE HEREBY GIVEN AND GRANTED TO THE CITY, ITS SUCCESSORS AND ASSIGNS,
AS AN EASEMENT TO PROVIDE VISIBILITY, RIGHT OF ACCESS, AND MAINTENANCE UPON AND
ACROSS SAID VAM EASEMENT. THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO
MAINTAIN ANY AND ALL LANDSCAPING WITHIN THE VAM EASEMENT. SHOULD THE CITY EXERCISE
THIS MAINTENANCE RIGHT, IT SHALL BE PERMITTED TO REMOVE AND DISPOSE OF ANY AND ALL
LANDSCAPING IMPROVEMENTS, INCLUDING WITHOUT LIMITATION, ANY TREES, SHRUBS, FLOWERS,
GROUND COVER, AND FIXTURES. THE CITY MAY WITHDRAW MAINTENANCE OF THE VAM EASEMENT
AT ANY TIME. THE ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST
WITH THE OWNERS. NO BUILDING, FENCE SHRUB, TREE, OR OTHER IMPROVEMENTS OR GROWTHS,
WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE VISIBILITY, SHALL BE CONSTRUCTED IN,
ON, OVER, OR ACROSS THE VAM EASEMENT. THE CITY SHALL ALSO HAVE THE RIGHT, BUT NOT THE
OBLIGATION, TO ADD ANY LANDSCAPE IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT ANY
TRAFFIC CONTROL DEVICES OR SIGNS ON THE VAM EASEMENT, AND TO REMOVE ANY
OBSTRUCTION THEREON. THE CITY, ITS SUCCESSORS, ASSIGNS, OR AGENTS, SHALL HAVE THE
RIGHT AND PRIVILEGE AT ALL TIMES TO ENTER UPON THE VAM EASEMENT OR ANY PART THEREOF
FOR THE PURPOSES AND WITH ALL RIGHTS AND PRIVILEGES SET FORTH HEREIN.
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 335-3580
Contact: Michael Marx, RPLS
SURVEYOR:LH Residential Development, LLC
15455 Dallas Parkway, Suite 1000,
Addison, Texas 75001
OWNER:
PH Land Holdings, LLC
3200 Southwest Freeway, Suite 2800,
Houston, Texas 77027
Ph: (972) 629-3881
Contact: Kyle Kooda
OWNER:
SH Dev Liberty Hills Anna, LLC
2400 Dallas Parkway, Suite 460,
Plano, Texas 75093
OWNER:
Kimley-Horn and Associates, Inc.
6160 Warren Pkwy, Suite 210
Frisco, TX 75034
Ph: (972) 731-3814
Contact: Thomas G. Coppin, P.E.
APPLICANT:DUNN, STACY 215
kimley-horn.com 6160 Warren Parkway, Suite 210, Frisco, TX 75034 972 335 3580
Planning & Zoning Commission and City Council
City of Anna
120 W. 7th Street
Anna, Texas 75409
Re: Waiver Request – Liberty Hills Phases 1 & 2 Preliminary Plat
Commission and Council Members:
As the applicant, I have submitted the preliminary plat on behalf of my client, Perry Homes, for
consideration by the City of Anna Planning & Zoning Commission and City Council at upcoming
hearings. I respectfully request that the Liberty Hills Phases 1 and 2 preliminary plat be approved
with a waiver to the following requirement:
- 9.02.081 (p) Minimum length of cul-de-sac streets. A cul-de-sac street shall be a minimum
of 400 feet.
I am requesting that this require ment be modified to allow the use of shorter cul-de-sacs. This waiver
is requested for the following reasons:
A. Due to the unique shape and configuration of our property, the cul-de-sacs allow us to access
and utilize the available property for development.
B. The topographic constraints of the property, as well as limitations placed on our development
by the adjacent Hurricane Creek golf course require a land planning solution that places
detention basins and open spaces at historical outfall locations and necessitates the need for
shorter cul-de-sacs to access and develop the remaining portions of the property.
C. The proposed cul-de-sac lengths are consistent with the proposed concept plan for the
Liberty Hills project.
D. The proposed cul-de-sac lengths are consistent with cul-de-sacs currently in use in adjacent
developments within the City of Anna (Hurricane Creek Subdivision) which are also shorter
than 400’.
I appreciate your consideration of this waiver request and approval of the preliminary plat.
Sincerely:
KIMLEY-HORN AND ASSOCIATES, INC.
Thomas G. Coppin, P.E.
Item No. 5.g.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Dalan Walker
AGENDA ITEM:
Approve Resolution authorizing the City Manager to execute a Professional Services
Project Order with Project Advocates for a Survey and Plat of Slayter Creek Park (Park
Planning & Development Manager Dalan Walker )
SUMMARY:
A proposal for professional services has been received from North Texas Surveying that
will create a survey of the entire 85-acres of Slayter Creek Park. The survey will include
boundary verification, topography, easements, ROW, utilities, structures, infrastructure
and all trees will a caliper 6" or greater. The project is a significant undertaking and will
take two months to complete. In addition, a plat will be developed which was never
done previously.
Project Advocates is assisting the City with project management of several small to mid-
sized projects at Slayter Creek Park under a Master Services Agreement (MSA). The
survey will be included in Professional Services Project Order #2 (PSPO) amending the
MSA. The PSPO includes Project Advocate's fee for project management services.
FINANCIAL IMPACT:
Funding for the Slayter Creek Park Facility Improvements project was appropriated in
the FY2025 Capital Improvement Program budget in the amount of $2.2 million from the
2021 Bond Program Proposition C - Parks, Trails, Recreation and Sports. The
estimated cost of Professional Services Project Order #2 (PSPO) is $173,442.
BACKGROUND:
Through the years, Slayter Creek Park has been improved in several areas, adding
many new amenities. Each time a new amenity was added, only the area proximate to
the improvement was surveyed. Combined with an original grading plan that was not
ideal, soil movement and erosion have created significant drainage issues at multiple
locations within the park. In order to develop a comprehensive solution to worsening
drainage problems, and to facilitate future projects at the park, a proposal for a survey
of the entire 85-acre park has been received. A plat of the property, which will
encompass the three tracts that make up Slayter Creek Park, has been included in the
proposal.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Active.
ATTACHMENTS:
1. Resolution for PSPO#PA2 052725 Project Advocates
2. Proposal - Project Advocates - Slayter Creek Park City of Anna Revised 5-9-25
3. Professional Service Project Order - PA2 - Project Advocates - Slayter Survey
Signed
CITY OF ANNA, TEXAS
RESOLUTION NO. _________________
A RESOLUTION OF THE CITY OF ANNA, TEXAS, APPROVING A
PROFESSIONAL SERVICE PROJECT ORDER TO AMEND A MASTER
AGREEMENT FOR PROFESSIONAL SERVICES WITH PROJECT
ADVOCATES, LLC. TO PROVIDE PROFESSIONAL SERVICES, INCLUDING
SURVEYING, PLATTING AND PROJECT MANAGEMENT.
WHEREAS, the City Council of the City of Anna, Texas, (“City Council”) finds Professional Service
Project Order #PA2 with Project Advocates, LLC. is instrumental and necessary for the creation
of a survey and plat for Slayter Creek Park; and
WHEREAS, the City Council considers the completion of a survey necessary to facilitate drainage
improvements and other projects planned in Slayter Creek Park; and
WHEREAS, the City Council considers the completion of projects planned in the current Park CIP
to be beneficial to the neighbors of Anna, Texas, meeting several goals and objectives set forth
in the Strategic Plan adopted by City Council; and
WHEREAS, the City Council approves the proposed Professional Service Project Order #PA2
with Project Advocates, LLC, thereby amending the Master Agreement for Professional Services.
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 as set forth in full.
Section 2. Approval and Authorization of Agreement.
The City Council hereby approves Professional Service Project Order #PA2 with Project
Advocates, LLC. and ratifies and approves the City Manager’s execution of the same. The City
Manager is hereby authorized to execute all documents and to take all other actions necessary
to finalize and enforce Professional Service Project Order #PA2 with Project Advocates, LLC.
PASSED, APPROVED, AND ADOPTED on first and final reading on this 27th day of May 2025.
ATTEST: APPROVED:
_____________________________ ______________________________
City Secretary, Carrie Land Mayor, Pete Cain
Page 1 of 4
May 9 2025
Michael B. Arthur. R.P.L.S. (President), North Texas Surveying L.L.C.
1010 W. University Dr., McKinney, TX 75069, Direct: (214) 504-0933 - Mobile: (214) 543-4373
Jim Teters
Project Advocates
OMAHA | KANSAS CITY | DALLAS
Cell: 214-282-9080
RE: Topographic Design survey on Slater Creek Park located at 425 W Rosamond Pkwy
Anna, TX 75409
Jim:
Thank you for the opportunity to submit this proposal for professional surveying services!
Scope:
Topographic Design Survey
-Establish horizontal and vertical control points.
-Locate boundary of subject property utilizing existing deeds of record.
-Set control points, based on city control if it exists. If not, datum will be on state plane..
-Perform a field survey to identify and locate existing visible topographic elements within depicted scope including,
but not limited to the following:
-Existing pavement, curbs, sidewalks, barrier free ramps, etc.
-Visible utility manholes, vaults, water valves, water meters, sprinkler heads, telephone poles, power poles, utility
markers, other public utilities, and marked franchise utilities.
-Traffic signal poles, cabinets, and other signal equipment
-Buildings and permanent structures with FF elevations.
-Fence limits and material types
-Prepare a final topographic drawing in digital format including 1’ contours and break lines.
Platting
-NTS will prepare a Final Plat/Replat on the 85 acre subject property which consist of three parcels. well as the city
– NTS will prepare said plat adhering the City of Anna requirements (check list).
-After the plat has been approved, NTS will then make another trip to the site and set all monuments required by the
city for property corners.
-NTS will address all city comments in a timely manner in order to not hold up the development process.
-NTS will provide all necessary copies as required by the city for plat submission.
The quoted amount does not cover city fees, submittals, meetings, acquiring signatures, or obtaining tax certificates.
Assumptions:
-Permission to enter property will be granted prior to the survey being conducted.
Page 2 of 4
Fees are based on:
One three-man field crew @ $1750 per day + drafting (additional crews will be added to expedite when available)
Drafting - $950 per day
Fee Schedule -
Boundary Verification – 2 days + Drafting & Analyzation - $4,800
Topographic Design Survey of 42 acres+/- 23.5 field days/4 drafting days $44,925
14 Acres west of creek – 5 field days/1 drafting days - $9,700
Locate trees 6” and larger – 7 field days/2 drafting days - $14,150
(City project - no tax is included)
Additional 25 Acres south section. (Extremely dense trees and creek)
Boundary Verification – 2 days + Drafting & Analyzation - $2,000
Topographic Design Survey of 25 acres+/- 23.0 field days/4 drafting days $44,100
Locate trees 6” and larger – 11 Acres of dense trees plus creek -12 field days/4 drafting days – $23,500
Platting of 85 Acre subject tracts - $14,500
(City project - no tax is included)
Payment will be due upon completion of each task prior to delivery.
When you are ready to proceed, please sign below and return to our office via fax (214-504-0938) or scan and email. Our
crew will be scheduled upon receipt of the completed contract. Thank you again for the opportunity to provide these services!
PLEASE REFER TO SCOPE AREA EXHIBIT ON PAGES 3 AND 4
Sincerely,
Michael B. Arthur, R.P.L.S. President
North Texas Surveying L.L.C.
AGREED to on this ______ day of ___________________, 2025.
Signature: _____________________________________________
Printed Name: _____________________________________
Title: _______________________________________________
Page 3 of 4
Page 4 of 4
Master PSA# 2025-2030 1
PSPO# PA1
EXHIBIT 2
Professional Service Project Order #PA2
Pursuant to and subject to the referenced Master Professional Services Agreement (Master PSA), between
the City and Firm, City hereby requests that Firm perform, and Firm agrees to perform, the work described
below upon the terms and conditions set forth in said Master PSA, which are incorporated herein by
reference for all purposes, and in this Professional Services Project Order (PSPO).
MPSA#
2025-2030
MASTER PSA CATEGORY: Program, Project Management,
Owner Representation
ANNA PROJECT CODE:
FIRM NAME Project Advocates, LLC
Project Name: Slayter Creek Park Survey and Plat
# Of Consecutive Business
Days to Complete Project: 90
Original Project Fee: $173,442 (includes 10% fee for project management services)
OWNER OPTIONAL INFORMATION:
1. Date and Time to Commence: Upon Receipt of Signed Professional Services Project Order,
City’s Purchase Order and Notice to Proceed
2. Other: Architectural Barrier Requirements: Yes No X
INVOICE SUBMITTAL
Billing Period:
Monthly-Through the end of each month, billed by the 10th of the
following month.
Invoice Mailing Instructions:
Mail to: Attn: Joanna Golleher
City of Anna
120 W 7th St
Anna, TX 75409
Include work order number, PO number, billing period, and project
name.
Master PSA# 2025-2030 2
PSPO# PA1
Documents:
The PSPO DOCUMENTS as that term is used herein, shall mean and include the following
documents, and expressly incorporates the following by reference for all purposes.
A. Master Professional Services Agreement 2025-2030 effective December 17, 2024; and
B. Proposal from North Texas Surveying dated May 9, 2025, attached as Exhibit A; and
C. This Professional Services Project Order (PSPO) # PA2.
This PSPO shall incorporate the terms of all the documents in their entirety. To the extent that
there are any conflicts with provisions of the Master PSA, the Proposal, this PSPO or each other,
the provisions of the Master PSA, then the provisions of the Slayter Creek Park Survey and Plat
Proposal, then the provisions of this PSPO shall prevail in that order.
Scope of Services: Survey and Plat of Slayter Creek Park and project management services for
same.
Schedule of Work and Completion Deadline(s): Work will take approximately 3 months.
Acceptance:
The individuals executing this Agreement on behalf of the respective parties below represent to each other that all
appropriate and necessary action has been taken to authorize the individual who is executing this Agreement to do
so for and on behalf of the party for which his or her signature appears, that there are no other parties or entities
required to execute this Agreement in order for the same to be an authorized and binding agreement on the other
party for whom the individual is signing this Agreement and that each individual affixing his or her signature hereto
is authorized to do so, and such authorization is valid and effective on the date hereof.
CITY OF ANNA, TEXAS PROJECT ADVOCATES, LLC
Signature Signature
Ryan Henderson, City Manager______
Printed Name & Title Printed Name & Title
Date Date
Phil Miller, Principal
5.21.2025
Item No. 5.h.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Gregory Peters
AGENDA ITEM:
Approve a Resolution authorizing the City Manager to execute purchase orders in the
amount not to exceed $567,000 with Garney Companies, Incorporated for the pre-
construction and procurement services required for the 4 million gallon per day phase at
the Hurricane Creek Wastewater Treatment Plant. (Assistant City Manager Greg
Peters, P.E.)
SUMMARY:
This item is for the approval of a proposal from Garney Companies, Incorporated, for
pre-construction and procurement services for the 4-million gallon per day phase of the
Hurricane Creek Regional Wastewater Treatment Plant.
FINANCIAL IMPACT:
Funding for the Hurricane Creek Regional Wastewater Treatment project began in 2022
with the issuance of $65 million in Certificates of Obligation, which funded the 2 million
gallons per day phase. Notice of Intention to issue an additional $55 million in
Certificates of Obligation to complete the 4 million gallons per day phase was approved
at the May 13, 2025 City Council meeting. The estimated cost of this item is $567,000.
BACKGROUND:
The City of Anna publicly advertised a request for proposal process for the selection of
a Construction Manager At-Risk for the Hurricane Creek Regional Wastewater
Treatment Plant. Proposals were opened on June 29, 2023. The City Council awarded
the project to Garney Companies, Incorporated, by approving Resolution 2023-07-1495
on July 25, 2023.
The original request for proposal process identified a need for up to a 4-million gallon
per day treatment facility, with future expansions up to a maximum of 16 million gallons
per day. Garney has completed the construction of the temporary treatment plant, and
is currently constructing the 2 million gallons per day phase. Due to the continued
growth and development in and around the City of Anna, it has become clear that the
City needs to prepare to expand the plant to 4 million gallons per day soon after
completion of the 2 million gallons per day phase.
Garney has performed extremely well on the project thus far, and is meeting project
deadlines. As such, it is in the best interest of the City to have Garney continue to work
with the City to design and construct the plant up to the full 4 million gallons per day size
originally contemplated in the request for proposal process. Approval of this item will
allow Garney to work with the City and the design team on scoping, equipment
selection, value engineering, and cost planning for the growth of the plant to 4 million
gallons per day.
Staff recommends approval of this item.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Resilient.
ATTACHMENTS:
1. Resolution -Garney Proposal 4MGD
CITY OF ANNA, TEXAS
RESOLUTION NO. _______________
A RESOLUTION OF THE CITY OF ANNA, TEXAS, AUTHORIZING THE CITY
MANAGER TO EXECUTE PURCHASE ORDERS IN THE AMOUNT NOT TO EXCEED
FIVE HUNDRED SIXTY-SEVEN THOUSAND DOLLARS ($567,000.00) TO GARNEY
COMPANIES, INCORPORATED FOR THE PRECONSTRUCTION AND
PROCUREMENT SERVICES REQUIRED FOR THE 4-MILLION GALLON PER DAY
PHASE AT THE HURRICANE CREEK REGIONAL WASTEWATER TREATMENT
PLANT; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Hurricane Creek Regional Wastewater Treatment project is identified
as a Community Investment Program construction project in the City of Anna; and,
WHEREAS, the City completed a publicly advertised request for proposal process for
Construction Manager At Risk Services for the Hurricane Creek Regional Wastewater
Treatment Plant project, and opened the proposals on June 29, 2023; and,
WHEREAS, Council awarded the contract to Garney Companies, Incorporated to
represent the City of Anna as the Construction Manager At Risk for the project in
Resolution 2023-07-1495 on July 25, 2023; and,
WHEREAS, funding for the project, including the above packages, is included in the
adopted Fiscal Year 2024-25 Budget, as shown in the City of Anna Capital
Improvement Plan; and,
WHEREAS, Garney Companies, Incorporated will perform pre-construction and
procurement services required to complete the full 4-million gallon per day phase, as
advertised in the original request for proposal advertisement.
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.Authorization of Payment and Funding.
That the City Council of the City of Anna hereby authorizes the City Manager to execute
a purchase order in the amount not to exceed $567,000 to Garney Companies,
Incorporated for the pre-construction and procurement services identified in Exhibit A.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this ___
day of May 2025.
ATTEST: APPROVED:
__________________________ __________________________
City Secretary, Carrie Land Mayor, Pete Cain
Exhibit A
Item No. 5.i.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Gregory Peters
AGENDA ITEM:
Approve a Resolution authorizing the City Manager to execute a project specific
agreement with Kimley-Horn Incorporated for the design and construction phase
services required for the 4 million gallon per day phase at the Hurricane Creek
Wastewater Treatment Plant. (Assistant City Manager Greg Peters, P.E.)
SUMMARY:
This item is for a project specific agreement with Kimley-Horn, Incorporated, for design
and construction phase services on the expansion of the Hurricane Creek Regional
Wastewater Treatment Plant project to achieve the future 4 million gallons per day
capacity.
FINANCIAL IMPACT:
Funding for the Hurricane Creek Regional Wastewater Treatment project began in 2022
with the issuance of $65 million in Certificates of Obligation, which funded the 2 million
gallons per day phase. Notice of Intention to issue an additional $55 million in
Certificates of Obligation to complete the 4 million gallons per day phase was approved
at the May 13, 2025 City Council meeting. The estimated cost of the tasks identified for
fiscal year 2024-2025 is approximately $1 million. An additional $6.425 million in future
tasks will be incorporated into future fiscal year budgets for City Council consideration
over the next three to five years, and future funding for this agreement may include
Wastewater Impact Fees.
BACKGROUND:
Kimley-Horn was selected as the engineer for the design of the Hurricane Creek
Regional Wastewater Treatment Plant project, and has been working with the City of
Anna and Garney Companies throughout the design and construction of the temporary
package plant and the 2 million gallon per day phase currently under construction.
Kimley-Horn has performed at a high level on the project, and has worked with the City
to ensure the project is meeting deadlines and cost-control measures are in place to
ensure the City is receiving the best value for the project.
This item includes specific engineering and construction phase tasks for the expansion
of the plant to 4 million gallons per day, which will take place over the next 3 to 5 years.
Funding for the scope of work in fiscal year 2025 is available through the current CIP
budget for the project. Funding for the work performed in future years will be identified
and incorporated into future fiscal year budgets as a part of the City's annual Capital
Improvement Plan update process.
Staff recommends approval.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Resilient.
ATTACHMENTS:
1. Resolution and Proposal-Kimley Horn 4MGD
CITY OF ANNA, TEXAS
RESOLUTION NO. _______________
A RESOLUTION OF THE CITY OF ANNA, TEXAS, AUTHORIZING THE CITY
MANAGER TO EXECUTE A PROJECT SPECIFIC AGREEMENT WITH KIMLEY-
HORN, INCORPORATED FOR THE ENGINEERING AND CONSTRUCTION PHASE
SERVICES REQUIRED FOR THE 4-MILLION GALLON PER DAY PHASE AT THE
HURRICANE CREEK REGIONAL WASTEWATER TREATMENT PLANT; AND
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Hurricane Creek Regional Wastewater Treatment project is identified
as a Community Investment Program construction project in the City of Anna; and,
WHEREAS, the City selected Kimley-Horn, Incorporated as the design engineer for the
Hurricane Creek Regional Wastewater Treatment Plant project; and,
WHEREAS, the City is seeking to move forward with the next phase of design to
expand the treatment plant’s capacity to 4 million gallons per day; and,
WHEREAS, the proposed project specific agreement includes a scope of services
which will take place over the next three to five years; and,
WHEREAS, funding for the proposed project specific agreement, is included in the
adopted Fiscal Year 2024-25 Budget, and shall be included in future fiscal year budgets
in accordance with the City of Anna Capital Improvement Plan, to fund the completion of
the project to achieve the 4 million gallons per day intended capacity; and,
WHEREAS, Kimley-Horn, Incorporated will perform engineering and construction phase
services required to complete the full 4-million gallon per day phase.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Recitals Incorporated
The recitals above are incorporated herein as if set forth in full for all purposes.
Authorization of Payment and Funding.
That the City Council of the City of Anna hereby authorizes the City Manager to execute
a project specific agreement to Kimley-Horn, Incorporated for the engineering and
construction phase services identified in Exhibit A.
That funding for the tasks identified in the project specific agreement shall come from
Utility Bond Funds, the Utility Infrastructure Investment Fund, and Wastewater Impact
Fees.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this ___
day of May 2025.
ATTEST: APPROVED:
__________________________ __________________________
City Secretary, Carrie Land Mayor, Pete Cain
Exhibit A
rev 1/2021
INDIVIDUAL PROJECT ORDER NUMBER 064512928
Describing a specific agreement between Kimley-Horn and Associates, Inc. (the Consultant), and the City
of Anna, Texas (the Client or City) in accordance with the terms of the Master Agreement for Continuing
Professional Services dated July 27th, 2021, which is incorporated herein by reference.
Identification of Project:
Project Name: Hurricane Creek Regional Water Reclamation Facility 4 MGD Expansion
Project Number: 064512928
Project Understanding
Kimley-Horn originally completed preliminary design on 4 million gallons per day (MGD) facility in May 2023.
During design the City requested a modification to the project to break the project into phases of 0.5 MGD
temporary treatment, a 2.0 MGD expansion and an expansion to 4.0 MGD. Kimley-Horn completed design
on the 2 MGD facility. The City of Anna has requested Kimley-Horn to design an expansion to the Hurricane
Creek Regional Water Reclamation Facility from 2.0 MGD to 4.0 MGD (excluding the 0.5 MGD temporary
treatment plant). Kimley-Horn will utilize the original design to develop an expansion of this facility using
the pre-selected equipment previously selected by the City of Anna staff. The expansion design will include:
- 2 MGD MBR basin,
- Lift Station equipment upgrades
- Administration building
- UV equipment upgrades
- Aerobic digesters
- Site improvements
Kimley-Horn will assist the City of Anna in obtaining a minor amendment to their current discharge permits.
Kimley-Horn will work alongside the CM@R, Garney Construction, for the identified design meetings and
construction progress meetings.
Specific scope of basic Services:
Task 1 – Preliminary Design
The Consultant will perform the following professional services:
1. Rough Order of Magnitude (ROM) Cost Estimate
a. The Consultant will coordinate with the CM@R to answer questions in support of the
CM@R developing the rough order of magnitude cost for the 4 MGD MBR Expansion.
b. Provide review of CM@R’s deliverable.
c. Coordinate with CM@R to obtain input on constructability and value engineering items to
consider for the next project phase submittal.
d. Develop preliminary design layouts based on value engineering items provided by the
CM@R.
e. Meetings:
i. Prepare for one and attend (1) ROM cost estimate meeting organized by the
CM@R.
f. Deliverables:
i. None
g. Services/Deliverables provided by the City:
rev 1/2021
i. Participate in ROM cost estimating meeting
2. 60% Design
a. Design Survey
i. Perform a horizontal and vertical survey of the current WWTP site to locate
visible topographic features. A boundary survey will not be performed as part of
this task.
b. The Consultant will incorporate the original 4 MGD MBR design and perform preliminary
civil, mechanical, structural, and electrical design for the following:
i. Yard piping
ii. Paving
iii. Site grading
iv. MBR treatment basin
v. Influent lift station
vi. Evaluate connecting temporary treatment plant to permanent lift station
vii. Aerobic digesters
viii. Solids pumping systems
ix. UV disinfection
x. Hydraulic analysis
xi. Preliminary instrumentation incorporating previous 2.0 MGD facility
b. The Consultant will collaborate with the CM@R to answer questions about the preliminary
design.
c. Meetings:
i. Prepare for and conduct up to three (3) design review meetings
d. Deliverables
i. None
e. Services/Deliverables provided by the City
i. Participate in preliminary design meeting
3. 60% Plans and Technical Specifications
a. Prepare engineering plan sheets and technical specifications for the 60% design. It is
assumed that there will be no more than 1 submittal package for the 60% design phase.
b. The 60% engineering plan sheet and technical specifications will include:
i. Civil Sheets
1. General notes
2. Overall site plan
3. Yard piping plan and profile
4. Paving plan
5. Grading plan
6. Process flow diagrams
7. Hydraulic profile
8. Demolition plan
9. Details
ii. Mechanical Sheets
1. General notes
2. Lift station equipment layouts and sections
3. Membrane treatment basin equipment layouts and sections
4. Aerobic digester equipment layouts and sections
5. UV disinfection equipment layouts and sections
iii. Structural Sheets
1. General notes
2. Site plans
rev 1/2021
3. Foundation plans
4. Excavation plan
5. Sections
iv. Electrical Sheets
1. Site plan
2. Electrical plan
3. Grounding plan
4. One-line diagrams
5. Conduit and wiring plan
6. Lighting plan
7. SCADA/instrumentation layout
8. Site security plan
v. Instrumentation
1. Piping and instrumentation diagrams
c. Submit the plans and specifications to the City and the CM@R for review.
d. Provide review of the CM@R’s deliverable.
e. Coordinate with the CM@R to obtain input on constructability and value engineering items
to consider for the next project phase submittal.
f. Meetings:
i. Prepare for and conduct up to two (2) 60% plans and technical specifications
review workshops.
g. Deliverables
i. Five (5) copies of 60% 11”x17” plans and specifications and .pdf electronic copies.
h. Services/Deliverables provided by the City:
i. Participate in progress meetings
ii. Review and comment on the 60% plans and specifications
iii. Participate in the 60% design review workshop
4. Collin County and City Permitting
a. Floodplain Study Update
i. The Consultant will update the previously approved Floodplain Study to reflect the
final site plan and proposed grading for the 4 MGD expansion at the City of Anna
HCRWRF.
ii. The Consultant will prepare a Floodplain Study for submittal to the County for
review and approval. The submittal is anticipated to include the following:
1. Narrative;
2. Flood Study Admin Review Checklist;
3. FEMA FIRM;
4. FEMA Effective LOMRs;
5. Floodplain Workmaps;
6. HEC-RAS Output; and
7. Digital Files.
iii. The Consultant will address one round of County comments under this task. No
FEMA submittals are included with this task. The Consultant assumes any project-
related fees will be paid directly by the Client.
b. City of Anna Preliminary and Final Plat Submittal
i. The Consultant will prepare and submit a Preliminary Plat, Checklist, and
Application to the City of Anna for review.
rev 1/2021
ii. The Consultant will prepare and submit a Final Plat, Checklist, and Application to
the City of Anna for review.
c. Meetings
i. The Consultant will attend one meeting with review staff and, if required, one public
hearing at which the item is considered for approval.
d. Deliverables
i. Five (5) copies of Preliminary and Final plat and a .pdf copy.
e. Services/Deliverables provided by the City:
i. Participate in review meetings
Task 2 – Final Design
The Consultant will perform the following professional services:
1. Final Design
a. Upon the City approval of the 60% design and value engineering, the Consultant will
incorporate value engineering items and perform final civil, mechanical, structural, and
electrical design for the following:
i. Yard piping
ii. Paving
iii. Site grading
iv. MBR treatment basin
v. Influent lift station
vi. Evaluate connecting temporary treatment plant to permanent lift station
vii. Aerobic Digesters
viii. UV disinfection
ix. Hydraulic analysis
x. Equipment tagging
xi. Final instrumentation incorporating previous 2.0 MGD facility
b. The Consultant will collaborate with the CM@R to answer questions about the final design.
c. Meetings:
i. Prepare for and conduct up to two (2) final design meetings.
d. Deliverables:
i. None
e. Services/Deliverables provided by the City:
i. Participate in final design meetings
2. Final Engineering Report
a. The Consultant shall prepare a Final Engineering Report. The Consultant shall perform
the following tasks:
i. Finalize the size of each treatment unit. Calculations, analyses, graphs, formulas,
constants, and technical assumptions will be provided to support the design and
sizing of each unit.
ii. Develop a process flow diagram for the water reclamation facility.
iii. Develop hydraulic model to determine the elevations of the treatment units and
determine the sizing of interconnected piping.
iv. Develop a biological model to determine the operating parameters of the biological
treatment units.
v. Prepare a solids balance with the biological model
vi. Prepare the Preliminary Engineering Report Document including:
1. Types of units proposed and their capacities
2. Detention times, surface loadings and weir loadings for each unit
rev 1/2021
3. Plot of the hydraulic gradient at peak flow conditions
4. The recommended operation mode
5. Organic and volumetric loadings pertinent to each treatment unit
6. Preliminary site plan
7. Site access and security
8. Flood protection
9. Emergency power
b. Meetings:
i. Prepare for and conduct one (1) Final Engineering Report review meeting
c. Deliverables:
i. Five (5) copies of the Final Engineering Report and .pdf electronic copy
d. Services/Deliverables provided by the City:
i. Participate in the Final Engineering Report review meeting
3. Final Plans and Specifications
a. Once the 60% design has been approved by the Client, The Consultant will prepare 90%
engineering plan sheets and specifications in accordance with the final engineering report.
The plans will include:
i. Civil sheets:
1. General notes
2. Overall site plan
3. Yard piping plan and profiles
4. Paving plan
5. Grading plan
6. Process flow diagrams
7. Hydraulic profile
8. Demolition plan
9. Details
ii. Mechanical sheets:
1. General notes
2. Lift station equipment layouts and sections
3. Membrane treatment equipment layouts and sections
4. Aerobic digester equipment layouts and sections
5. UV disinfection equipment layouts and sections
iii. Structural sheets:
1. General notes
2. Site plans
3. Foundation plans
4. Sections
iv. Electrical sheets:
1. Site electrical plan
2. Grounding plans
3. One-line diagrams
4. Conduit and wiring plan
5. Lighting plans
6. SCADA/instrumentation layout
7. Site security plan
v. Instrumentation
1. Piping and instrumentation diagrams
b. Address 90% comments and prepare final design plans and specifications.
c. Coordinate with the CM@R on constructability and GMP bid packaging.
rev 1/2021
d. Submit the following to TCEQ:
i. Summary Transmittal Letter
1. Contact information
2. Project identification information
3. Overall site plan
4. Description of variance (if any)
ii. Final Engineering Report
iii. Final Plans and Specifications
iv. Respond to comments or technical questions received from TCEQ Applications
and Review Team.
v. Submit plans and specifications to TDLR and respond to comments.
e. Meetings:
i. Prepare for and conduct up to three (3) meetings for 90% design progress review
ii. Prepare for and conduct a 90% plan and specification review workshop
iii. Attend two (2) meetings with CM@R to obtain input on constructability and value
engineering items to consider for the next project phase submittal.
f. Deliverables:
i. Five (5) copies of 90% 11”x17” plans and specifications and .pdf electronic copies.
ii. Five (5) copies of 100% 11”x17” plans and specifications and .pdf electronic
copies.
g. Services/Deliverables provided by the Client:
i. Participate in progress meetings
ii. Review and comment on the 90% plans and specifications
iii. Participate in the 90% design review workshop
Task 3 – Administrative Building Design
The Consultant will perform the following professional services:
1. Preliminary Design
a. The Consultant will use the previous preliminary design to prepare engineering plan sheets
and technical specifications for the Administrative, lab, and SCADA building. It is assumed
there will be no more than one (1) submittal packages for the 60% design phase. The
Consultant will collaborate with the CM@R on project phasing to determine a submittal
plan that adheres to the overall project schedule.
b. Meetings:
i. Prepare for and conduct up to three (3) preliminary design review meetings.
ii. Attend two (2) meetings with CM@R to obtain input on constructability and value
engineering items to consider for the next project phase submittal.
c. Deliverables
i. none
d. Services/Deliverables provided by the Client
i. Participate in progress meetings
ii. Participate in preliminary design review meeting
2. 60% Plans and Specifications
a. The consultant will prepare 60% engineering plan sheets and specifications. The plans will
include:
i. Civil Sheets
1. General notes
2. Overall site plan
3. Yard piping plan
rev 1/2021
4. Parking and paving plan
ii. Landscape Sheets
1. Planting plan
2. Irrigation plan
iii. Structural
1. General Notes
2. Site Plans
3. Foundation Plans
iv. Electrical Sheets
1. Site Plan
2. One-Line Diagram
3. SCADA/Instrumentation layout
4. Site Lighting and Security Plan
v. Architectural Sheets
1. General notes
2. Site plans
3. Floor plans
4. Roof plans
5. HVAC plan
6. Irrigation plan
vi. Plumbing Sheets
1. Onsite water service plan
2. Onsite sewer service plan
vii. Meetings:
1. Prepare for and conduct up to two (2) 60% Plan review workshops
2. Attend two (2) meetings with CM@R to obtain input on constructability and
value engineering items to consider for the next project phase submittal.
viii. Deliverables:
1. Five (5) copies of 60% 11”x17” plans and specifications and .pdf electronic
copies.
ix. Services/Deliverables provided by the Client:
1. Participate in progress meetings
2. Review and comment on the 60% plans and specifications
3. Provide access to site for TDLR accessibility review
3. Final Plans and Specifications
a. Once the 60% design has been approved by the Client, The Consultant will prepare 90%
engineering plan sheets and specifications. The plans will include:
i. Civil Sheets
1. General notes
2. Overall site plan
3. Yard piping plan
4. Parking and paving plan
ii. Landscape Sheets
1. Planting plan
2. Hardscape Plan
3. Irrigation plan
iii. Structural
1. General Notes
2. Site Plans
3. Foundation Plans
iv. Electrical Sheets
rev 1/2021
1. Site Plan
2. One-Line Diagram
3. SCADA/Instrumentation layout
v. Architectural Sheets
1. General notes
2. Site plans
3. Floor plans
4. Roof plans
5. HVAC plan
6. Irrigation plan
vi. Plumbing Sheets
1. Onsite water service plan
2. Onsite sewer service plan
vii. Provide Review of the CM@R’s Conceptual Deliverable.
viii. Meetings:
1. Prepare for and conduct up to two (2) final design plan review workshops.
ix. Deliverables:
1. Five (5) copies of 90% 11”x17” plans and specifications and .pdf electronic
copies.
x. Services/Deliverables provided by the Client:
1. Participate in progress meetings
2. Review and comment on the 90% plans and specifications
3. Provide access to site for TDLR accessibility review
Task 4 – Minor Permit Amendment
The Consultant will perform the following professional services:
1. The Consultant will prepare a minor amendment application to TCEQ for the existing wastewater
discharge permit (WWDP). The Consultant shall prepare the following tasks in support of a Minor
Amendment:
a. Prepare a WWDP Minor Amendment Application for the Project. For the purposes of this
scope, it is assumed that the following application components will be required:
i. Domestic Administrative Report (TCEQ Form 10053);
ii. Domestic Technical Report (TCEQ Form 10054);
iii. Core Data Firm (TCEQ 10400).
b. Prepare supporting documents required for the WWDP Minor Amendment Application,
including the following:
i. USGS Discharge Route Exhibit;
ii. Treatment Process Flow Diagram;
iii. Treatment Unit Dimensions Summary;
iv. Design flow calculations;
v. Treatment unit capacity calculations.
c. The Consultant does not represent that the permit will be approved and issued by the
TCEQ, the consultants fees are not contingent on any approval or issuance of the permit.
Task 5 – Letter of Map Revision
The Consultant will perform the following professional services:
rev 1/2021
1. The Consultant will prepare a Letter of Map Revision (LOMR) application for the subject reach of
the East Fork Trinity River. Once construction is complete within the floodplain area, field survey
of the as-built construction will be required. The field survey will be performed under Task 5. The
Consultant will review the as-built survey of the floodplain modifications to confirm the floodplain
grading was constructed in accordance with the plan presented in the Floodplain Study. The
Consultant will prepare a LOMR request for submittal to the County and FEMA for review and
approval. The submittal is anticipated to include the following:
a. Narrative;
b. FEMA FIRM;
c. Annotated FEMA FIRM;
d. Floodplain Workmaps;
e. As-Built Topographic Workmap;
f. HEC-RAS Output;
g. FEMA MT-2 Forms;
h. Draft Newspaper Notification; and
i. Digital Files.
2. The Consultant will address one round of County comments and two rounds of FEMA comments
under this task. The online FEMA LOMR fee is currently $8,000. This fee, newspaper notification
fee, and all other potential review, submittal, or project related fees will be paid directly by the Client.
This task is for one LOMR. If the phasing of construction requires multiple LOMRs for the different
tracts, an amendment to this Agreement will be required.
Task 6 – Bidding
The Consultant will perform the following professional services for this project phase:
1. Coordinate with CM@R to develop up to five (5) bid packages for CM@R to bid the project.
2. Consultant will provide updated bid packages to CM@R.
3. Provide plans and specifications in .PDF format to CM@R.
4. Answer contractor questions during bidding of each bid backage.
5. Issue addenda as required.
6. Prepare for and attend a Pre-bid conference.
7. Attend bid opening, review bid submittals, and score each bid package submittal.
Task 7 – Construction Phase Services
The construction phase services are anticipated to extend the current construction phase services contract
by 24 months according to the construction schedule provided by the CM@R.
1. Pre-Construction Conference
a. Prepare for and attend a pre-construction conference prior to commencement of
Work at the Site
2. Site Visits
a. Prepare for and conduct up to fifty-two (52) construction progress meetings with
the City and CM@R on site. Meetings will also be considered site visits.
b. Site Visits are not intended to be exhaustive or to extend to every aspect of
CM@R’s work in progress. Observations are to be limited to spot checking,
selective measurement, and similar methods of general observation of the Work
based on Consultant’s exercise of professional judgement.
c. Based on information obtained during site visits, Consultant will determine if
CM@R’s work is generally proceeding in accordance with the Contract
rev 1/2021
Documents, and Consultant will keep City informed of the general progress of the
work.
3. Recommendations with Respect to Defective Work
a. Provide recommendations to City that CM@R’s work be disapproved and rejected
while it is in progress if, on the basis of site visit evaluations, Consultant believes
such work will not produce a completed Project that conforms generally to Contract
Documents or that it will prejudice the integrity of the design concept of the
completed Project as a functioning whole as indicated in the Contract Documents.
Notwithstanding the foregoing, the City reserves the right to disapprove or reject
CM@R’s work without a recommendation from the Consultant.
4. Clarifications and Interpretations
a. Issue necessary clarifications and interpretations of the Contract Documents to
City as appropriate to the orderly completion of CM@R’s work. Such clarifications
and interpretations will be consistent with the intent of the Contract Documents.
Field orders authorizing variations from the requirements of the Contract
Documents will be made by City.
5. Change Orders
a. Recommend change orders to City, as appropriate.
b. Review and make recommendations related to Change Orders submitted or
proposed by the CM@R.
6. Shop Drawings and Samples
a. Review and approve or take other appropriate action in respect to Shop Drawings
and Samples and other data which CM@R is required to submit, but only for
conformance with the information given in the Contract Documents and
compatibility with the design concept of the completed Project as a functioning
whole as indicated in the Contract Documents. Such review and approvals or other
action will not extend to means, methods, techniques, equipment choice and
usage, sequences, schedules, or procedures of construction or to related safety
precautions and programs. Assumes up to three hundred thirty (330) shop
drawings.
7. Substitutes and “or-equal”
a. Evaluate and determine the acceptability of substitute or “or-equal” materials and
equipment proposed by CM@R in accordance with the Contract Documents, but
subject to the provisions of applicable standards of state or local government
entities.
b. Provide recommendations to City
8. Inspections and Tests
a. Review certificates of inspections and tests within Consultant’s area of
responsibility for the purpose of determining that the results certified indicate
compliance with the Contract Documents and will not constitute an independent
evaluation that the content or procedures of such inspections, tests, or approvals
comply with the requirements of the Contract Documents. ENGINER will be
entitled to rely on the results of such tests and facts being certified. The scope of
services assumes the pumps and motors will go through a non-witnessed factory
test. Attending testing will be considered additional services.
9. Disagreements between City and CM@R
a. As necessary, Consultant will, with reasonable promptness, render initial written
decision on all claims of City and CM@R relating to the acceptability of CM@R’s
work or the interpretation of the requirements of the Contract Documents
pertaining to the progress of the CM@R’s work. In rendering such decisions,
Consultant will be fair and not show partiality to City or CM@R and will not be liable
in connection with any decision rendered in good faith in such capacity. The initial
decision of the Consultant shall be required as a condition precedent to mediation
rev 1/2021
or litigation of any claim arising prior to the date final payment is due to the CM@R,
unless thirty (30) days have passed after a claim has been referred to the
Consultant with no decision having been rendered.
10. Final Walkthrough and Punchlist Preparation
a. Attend final walkthrough with CM@R and City to determine if the completed work
of CM@R is generally in accordance with the Contract Documents. The Consultant
will prepare for and participate in up to five (5) final walkthrough’s with the CM@R.
i. Limitation of Responsibilities: The Consultant will not be responsible for
the acts or omissions of any CM@R, or of any of their subcontractors,
suppliers, or of any other individual entity performing or furnishing the
work. Consultant will not have the authority or responsibility to stop the
work of any CM@R.
b. Compile punch list from information gathered during final walkthrough with City
and CM@R.
11. System Start-Up and Equipment Training
a. The Consultant will prepare for and participate in up to twenty-five (25) site visits
during equipment and system start-up.
b. The Consultant will keep City informed of general progress and quality of trainings
when necessary.
12. Resident Project Representative. Consultant’s role as Resident Project Representative will
include furnishing a Resident Project Representative ("RPR") to assist Consultant in
observing progress and quality of the work.
a. The duties and responsibilities of the RPR are limited to those of Consultant in the
Agreement with the CITY and in the Contract Documents, and are further limited
and described as follows:
i. General
a) RPR is the Consultant’s agent at the Site, will act as directed by
and under the supervision of the Consultant, and will confer with
the Consultant regarding RPR's actions
b) RPR's dealings in matters pertaining to a CM@R's work in
progress shall in general be with the Consultant and CM@R,
keeping CITY advised as necessary
c) RPR's dealings with subcontractors shall only be through or with
the full knowledge and approval of CM@R
d) RPR shall generally communicate with CITY with the knowledge
of and under the direction of the Consultant
ii. Schedules
a) Review the progress schedule, schedule of Shop Drawing and
submittals, and any other schedules prepared by CM@R and
consult with Consultant concerning acceptability
iii. Conferences and Meetings
a) Attend meetings with CM@R, such as preconstruction
conferences, progress meetings, job conferences and other
project-related meetings, and prepare and circulate copies of
minutes thereof
iv. Liaison
a) Serve as Consultant’s liaison with CM@R, working principally
through CM@R's superintendent, and assist in providing
information regarding the intent of the Contract Documents
b) Assist Consultant in serving as CITY 's liaison with CM@R when
CM@R's operations affect CITY 's on-site operations
c) Assist in obtaining from CITY additional details or information,
when required for proper execution of the Work
rev 1/2021
v. Interpretation of Contract Documents
a) Report to Consultant when clarifications and interpretations of the
Contract Documents are needed and transmit to CM@R
clarifications and interpretations as issued by Consultant
vi. Shop Drawings and Submittals
a) Maintain Shop Drawing and Submittal Record log
b) Advise Consultant and CM@R of the commencement of any
portion of the Work requiring a Shop Drawing or submittal for
which RPR believes that the submittal has not been approved by
Consultant
vii. Modifications.
a) Consider and evaluate CM@R’s suggestions for modifications in
Drawings or Specifications and report such suggestions, together
with RPR's recommendations, to Consultant. Transmit to CM@R
in writing decisions as issued by Consultant
viii. Review of Work and Rejection of Defective Work
a) Conduct on-Site observations of CM@R’s work in progress to
assist Consultant in determining if the Work is in general
proceeding in accordance with the Contract Documents
b) Report to Consultant whenever RPR believes that any part of
CM@R's work in progress will not produce a completed project
that conforms generally to the Contract Documents or will imperil
the integrity of the design concept of the completed Specific
Project as a functioning whole as indicated in the Contract
Documents, or has been damaged, or does not meet the
requirements of any inspection, test or approval required to be
made; and advise Consultant of that part of work in progress that
RPR believes should be corrected or rejected or should be
uncovered for observation, or requires special testing, inspection
or approval
ix. Inspections, Tests, and System Start-ups
a) Consult with Consultant in advance of scheduled major
inspections, tests, and systems start-ups of important phases of
the Work
b) Verify that tests, equipment, and systems start-ups and operating
and maintenance training are conducted in the presence of
appropriate CITY 's personnel, and that CM@R maintains
adequate records thereof
c) Observe, record, and report to Consultant appropriate details
relative to the test procedures and systems start-ups
d) Accompany visiting inspectors representing public or other
agencies having jurisdiction over a Specific Project, record the
results of these inspections, and report to Consultant
x. Records
a) Maintain at the Site orderly files for correspondence, reports of
job conferences, reproductions of original Contract Documents
including all Addenda, Change Orders, Field Orders, additional
Drawings issued subsequent to the execution of the Contract,
Consultant's clarifications and interpretations of the Contract
Documents, progress reports, Shop Drawing and submittals
received from and delivered to CM@R, and other Specific Project-
related documents
rev 1/2021
b) Prepare a daily report or keep a diary or logbook, recording
CM@R's hours on the Site, weather conditions, data relative to
questions of Change Orders, Field Orders, or changed conditions,
Site visitors, daily activities, decisions, observations in general,
and specific observations in more detail as in the case of
observing test procedures; and send copies to Consultant
c) Record names, addresses, fax numbers, e-mail addresses, web
site locations and telephone numbers of all CM@Rs,
subcontractors, and major suppliers of materials and equipment
d) Maintain records for use in preparing project documentation
e) Upon completion of the Work, furnish original set of all RPR
Specific Project documentation to Consultant
xi. Reports
a) Furnish to Consultant periodic reports, as required, of progress of
the Work and of CM@R's compliance with the progress schedule
and schedule of Shop Drawing and submittals
b) Draft and recommend to Consultant proposed Change Orders
and Field Orders. Obtain backup material from CM@R
c) Furnish to Consultant and CITY copies of all inspection, test, and
system startup reports
d) Immediately notify Consultant of the occurrence of any Site
accidents, emergencies, acts of God endangering the Work,
damage to property by fire or other causes, or the discovery of any
Constituent of Concern
xii. Payment Request
a) Review Applications for Payment with CM@R for compliance with
the established procedure for their submission and forward with
recommendations to Consultant, noting particularly the
relationship of the payment requested to the Work completed, and
materials delivered at the Site but not incorporated in the Work
b) Certificates, Operation and Maintenance Manuals
c) During the course of the Work, verify that materials and
equipment certificates, operation and maintenance manuals and
other data required by the Specifications to be assembled and
furnished by CM@R are applicable to the items actually installed
and in accordance with the Contract Documents, and have these
documents delivered to Consultant for review and forwarding to
CITY prior to payment for that part of the Work
xiii. Completion
a) Participate in a final inspection in the company of Consultant,
CITY, and CM@R and prepare a final list of items to be completed
and deficiencies to be remedied
b) Observe whether all items on the final list have been completed
or corrected and make recommendations to Consultant
concerning acceptance and issuance of the Notice of Acceptability
of the Work
xiv. Resident Project Representative shall not:
a) Authorize any deviation from the Contract Documents or
substitution of materials or equipment (including "or-equal" items)
b) Exceed limitations of Consultant’s authority as set forth in the
Agreement or the Contract Documents
c) Undertake any of the responsibilities of a CM@R, subcontractors,
suppliers, or a CM@R's superintendent
rev 1/2021
d) Advise on, issue directions relative to, or assume control over any
aspect of the means, methods, techniques, sequences, or
procedures of the CM@R’s work unless such advice or directions
are specifically required by the Contract Documents
e) Advise on, issue directions regarding, or assume control over
safety practices, precautions and programs in connection with the
activities or operations of CITY or CM@R
f) Participate in specialized field or laboratory tests or inspections
conducted off-site by others except as specifically authorized by
Consultant
g) Accept Shop Drawings or submittals from anyone other than
CM@R
h) Authorize CITY to occupy a Specific Project in whole or in part
i) Through such observations of CM@R's work in progress and field
checks of materials and equipment by the RPR, Consultant shall
endeavor to provide CITY a greater degree of confidence that the
completed Work will conform in general to the Contract
Documents. However, Consultant shall not, during such visits or
as a result of such observations of CM@R's work in progress,
supervise, direct, or have control over CM@R's work, nor shall
Consultant have authority over or responsibility for the means,
methods, techniques, equipment choice and usage, sequences,
schedules, or procedures of construction selected by CM@R, for
safety precautions and programs incident to CM@R's work, nor
for any failure of CM@R to comply with laws and regulations
applicable to CM@R's furnishing and performing the Work.
Accordingly, Consultant neither guarantees the performance of
any CM@R nor assumes responsibility for any CM@R's failure to
furnish and perform its work in accordance with the Contract
Documents.
Additional Services
Additional services to be performed if authorized by the Client, but which are not included in the above-
described Scope of Services, are as follows:
• Environmental assessment of the property
• Coordination with additional stakeholders during the design or construction phases of the project
• Offsite Roadway Improvements
• Start-up assistance beyond the services identified in the scope
• Redesign to reflect project scope changes requested by the Client, required to address changed
conditions or change in direction previously approved by the Client, mandated by changing
governmental laws, or necessitated by the Client’s acceptance of substitutions proposed by the
contractor.
• Additional Construction Site Visits
• Additional Construction Shop Drawing and Sample Review and Comment
• Design of any offsite collection system improvements beyond the improvements identified in the
scope
• Preparation for and attendance at public meetings
• Furnish additional copies of review documents and/or bid documents in excess of the number of
the same identified above.
• Services related to disputes over bid protests, bid rejection, and re-bidding of the contract for
construction.
rev 1/2021
• Appearing before regulatory agencies or courts as an expert witness in any litigation with third
parties or condemnation proceedings arising from the development or construction of the Project,
including the preparation of engineering data and reports for assistance to the Client.
• Accompanying the Client when meeting with the TCEQ, U.S. Environmental Protection Agency, or
other regulatory agencies during the course of the Project, beyond those meetings identified
above. The CONSULTANT will assist the Client on an as-needed basis in preparing compliance
schedules, progress reports, and providing general technical support for the Client’s compliance
efforts.
• Assisting Client or Contractor in the defense or prosecution of litigation in connection with or in
addition to those services contemplated by this Agreement. Such services, if any, will be furnished
by CONSULTANT on a fee basis negotiated by the respective parties outside of and in addition to
this Agreement.
• Providing professional services associated with the discovery of any hazardous waste or materials
in the project site.
• Performance of materials or specialty testing services.
• Services necessary due to default of the Contractor.
• Services related to damages caused by fire, flood, earthquake or other acts of God.
• Services related to warranty claims, enforcement, and inspection after final completion.
• Services related to Survey Construction Staking.
• Performance of miscellaneous and supplemental services related to the project as requested by
the Client.
• Any additional changes to the Contract Documents necessary to break the project into phases
SWPPP inspections / coordination
• Any services not listed in the Scope of Services
Terms of compensation:
Hurricane Creek Regional Water Reclamation Facility
Task 1 – Preliminary Design $ 2,300,000 (Lump Sum)
Task 2 – Final Design $ 2,200,000 (Lump Sum)
Task 3 – Administration Building $ 450,000 (Lump Sum)
Task 4 – Minor Permit Amendment $ 20,000 (Lump Sum)
Task 5 – LOMR $ 55,000 (Lump Sum)
Task 6 – Construction Phase Services $ 1,800,000 (Reimbursable)
Resident Project Representation $ 600,000 (Reimbursable)
Subtotal $ 7,425,000 (Estimated)
Lump sum fees will be invoiced monthly based upon the overall percentage of services performed. Hourly
tasks will be performed on a labor fee plus expense basis. Labor fee will be billed on an hourly basis
according to our then-current rates.
rev 1/2021
Direct reimbursable expenses such as express delivery services, fees, air travel, and other direct expenses
will be billed at 1.15 times cost. A percentage of labor fee will be added to each invoice to cover certain
other expenses such as telecommunications, in-house reproduction, postage, supplies, project related
computer time, and local mileage. Administrative time related to the project will be billed hourly. All
permitting, application, and similar project fees will be paid directly by the Client. Payment will be due within
25 days of your receipt of the invoice.
ACCEPTED:
CITY OF ANNA KIMLEY-HORN AND ASSOCIATES, INC.
BY: BY:
TITLE: TITLE:
DATE: DATE:
Vice President
5/16/2025
Kyle Kubista, P.E.
Item No. 6.a.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Lauren Mecke
AGENDA ITEM:
Conduct a Public Hearing/Consider/Discuss/Action on an Ordinance regarding a
request for a Specific Use Permit for a Commercial Radio, TV, or Microwave Operations
(Telecommunications) Tower on Urban Crossing, Block A, Lot 19R (HOA Common
Area Lot) (SUP 25-0003)(Planning Manager Lauren Mecke)
SUMMARY:
This Item requires a Public Hearing.
Public Hearing Note: At the time and place of the public hearing, all persons who
desire will have an opportunity to be heard in opposition to or in favor of the
ordinance, application, or other proposed items.
The Applicant's Representative is requesting approval of a Specific Use Permit (SUP)
for a 120'-height monopole Telecommunications Tower.
At the May 5, 2025 Planning & Zoning Commission Meeting, the Commission voted 7-0
to recommend approval to the City Council.
Staff have not received any responses in regard to the SUP request. At the May 5,
2025, Planning & Zoning Commission Meeting, two people chose not to speak but
submitted opinion forms in favor of the request, five people spoke in favor of the
request, and two people spoke in opposition of the request.
STAFF RECOMMENDATION:
STORY
2007 - Property annexed
2008 - Original subdivision plat recorded
2013 - Entire subdivision replatted to amend the front building line
November 13, 2024 - The Board of Adjustment approved an appeal of the Director of
Development Services' interpretation of the Zoning Ordinance, regarding Urban
Crossing, Block A, Lot 19R (DIRINT24-0001). The BOA found that while the HOA
common area lot is a residentially platted lot in nature, the property has not been used
for that purpose and a telecommunications tower is an allowable use on the property
under the Zoning Ordinance.
April 23, 2025 - The Board of Adjustment approved a variance from Zoning Ordinance
Sec. 9.04.037(b)(4)(G)(iI) that provides that support structures must be set back a
minimum of 125 percent of the support structure height from public rights-of-way. The
support structure will be 120 feet in height with a required setback of 150 feet. The BOA
approved a variance of 46 feet, or a setback of 104 feet-three inches from the
Rosamond Parkway right-of-way.
CASE OVERVIEW
The property is a common area lot within the Urban Crossing subdivision. The applicant
is proposing to construct a Commercial Radio, TV, or Microwave Operations
(Telecommunications) Tower designed as a 120-foot monopole. The property currently
has a 60-foot tall, self-supporting lattice tower.
Staff mailed public hearing notices to surrounding property owners in accordance with
state law. To date, Staff has not received a response on this case.
Surrounding Land Use and Zoning
Direction Land Use Zoning Comprehensive Plan
North Vacant SF-E Estate Residential
East Vacant Planned
Development
(Liberty Hills)
Regional Activity
Center
South Vacant Planned
Development
(Villages of
Hurricane Creek -
North)
Suburban Living
West Single-family
detached dwelling
SF-E Estate Residential
A site plan (Exhibit B) has been submitted with this application. The applicant has also
provided a SUP justification letter, full plan set and a fall radius letter.
An additional exhibit is attached to illustrate the developable area within the lot
(exclusive of easements and building setbacks).
COMPATIBILITY CONSIDERATIONS
Specific Use Permit
When considering an application for a Specific Use Permit, the Planning & Zoning
Commission may recommend, and the City Council may establish, conditions and
regulations necessary to protect the health, safety, morals, and general welfare of the
neighborhood and/or the city. In addition, the use shall be in general conformance with
the Comprehensive Plan and general objectives of the city. Use-specific Standards are
provided in Section 9.04.037(b) of the Zoning Ordinance.
CONCLUSION
This property is located within an existing single-family subdivision. The associated Site
Plan is in conformance with the SF-E district.
The applicant is proposing a six-foot tall iron fence screen around the perimeter of the
site. Under Zoning Ordinance Sec. 9.04.037(6)(B)(iii), ground-mounted support
buildings and equipment screened by a wrought iron fence must be used in conjunction
with a landscape screen. A landscape plan will be required as part of the site plan
application.
The Planning & Zoning Commission recommends approval of the Commercial Radio,
TV, or Microwave Operations (Telecommunications) Tower subject to the following
conditions:
1. Site Shall develop in accordance with the Site Plan shown in Exhibit B.
2. The tower shall be a monopole design with a maximum support structure
height of 120'.
3. The tower shall be designed to accommodate at least four (4) providers.
4. There shall be no lighting installed on the tower except as required by law.
5. The site shall be constructed and operated in accordance with the approved
drawings.
6. The antennas from the internet service provider currently operating on this
parcel shall be accommodated on this tower only after removal their existing
60’ self-supporting lattice tower.
ATTACHMENTS:
1. Locator Map - Urban Crossing, Block A, Lot 19R (HOA Common Area Lot) (SUP
25-0003)
2. Ordinance - Urban Crossing, Block A, Lot 19R (SUP 25-0003)
3. Exhibit A (Metes & Bounds Legal Description) - Urban Crossing, Block A, Lot 19R
(SUP 25-003)
4. Exhibit B (Site Plan) - Urban Crossing, Block A, Lot 19R (SUP 25-0003)
5. SUP Justification - Urban Crossing, Block A, Lot 19R (SUP 25-0003)
6. Full Plan Set - Urban Crossing, Block A, Lot 19R (SUP 25-0003)
7. Fall Radius Letter - Urban Crossing, Block A, Lot 19R (SUP 25-0003)
8. Developable Area - Urban Crossing, Block A, Lot 19R (SUP 25-003)
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200' Notice
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City Limits
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February 2025
Fitzhugh
Zoning
Inset Map
1
CITY OF ANNA, TEXAS
(Property rezoned under this ordinance is generally located at the northwest corner of
Rosamond Parkway & County Road 368 [future Standridge Boulevard])
ORDINANCE NO. ________________
AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE CITY’S
COMPREHENSIVE PLAN, ZONING MAP, AND ZONING ORDINANCE AND CHANGING THE
ZONING OF CERTAIN PROPERTY AS DESCRIBED HEREIN; PROVIDING FOR SAVINGS,
REPEALING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE;
PROVIDING FOR A PENALTY CLAUSE NOT TO EXCEED $2,000 OR THE HIGHEST
PENALTY AMOUNT ALLOWED BY LAW, WHICHEVER IS LESS; AND, PROVIDING FOR THE
PUBLICATION OF THE CAPTION HEREOF.
WHEREAS, the City of Anna, Texas (“City”) has previously adopted ordinances, rules and
regulations governing the zoning in the City; and
WHEREAS, the City Council received an annexation petition and requested a Specific Use Permit
on Property described in Exhibit A (“Property”) and depicted in Exhibit B (“Site Plan”) attached
hereto and incorporated herein for all purposes as if set forth in full; and
WHEREAS, said Property is zoned SF-E Single-Family Residential – Large Lot and is generally
located at the northwest corner of Rosamond Parkway & County Road 368 (future Standridge
Boulevard); and
WHEREAS, the Planning and Zoning Commission of the City and the City Council of the City of
Anna (“City Council”) have given the requisite notices by publication and otherwise and have held
the public hearings as required by law and afforded a full and fair hearing to all property owners
and generally to all persons interested in and situated in the affected area and in the vicinity
thereof, the City Council has concluded that the Zoning Ordinance of the City should be amended
as set forth below.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA,
TEXAS THAT:
Section 1.Recitals Incorporated
The above recitals are incorporated herein by reference for all purposes.
Section 2.Zoning Change
The Anna City Code of Ordinances are hereby amended by approving a Specific Use Permit for
Commercial Radio, TV, or Microwave Operations (Telecommunications) Tower for the property
described as Urban Crossing, Block A, Lot 19R, as described in Exhibit A and depicted in Exhibit
B with the additional restrictions as follows:
1. Site Shall develop in accordance with the Site Plan shown in Exhibit B.
2
2. The tower shall be a monopole design with a maximum support structure height of 120'.
3. The tower shall be designed to accommodate at least four (4) providers.
4. There shall be no additional lighting installed on the tower except as required by law.
5. The site shall be constructed and operated in accordance with the approved drawings.
6. The antennas from the internet service provider currently operating on this parcel shall be
accommodated on this tower only after removal their existing 60’ self-supporting lattice
tower.
Section 3.Official Zoning Map
The official Zoning Map of the City shall be corrected to reflect the change in zoning described
herein.
Section 4.Savings, Repealing and Severability Clauses
It is hereby declared to be the intention of the City Council that the words, sentences, paragraphs,
subdivisions, clauses, phrases, and provisions of this ordinance are severable and, if any phrase,
sentence, paragraph, subdivision, clause, or provision of this ordinance shall be declared
unconstitutional or otherwise invalid or inapplicable by the valid judgment or decree of any court
of competent jurisdiction, such unconstitutionality, invalidity or inapplicability shall not affect any
of the remaining words, sentences, paragraphs, subdivisions, clauses, phrases, or provisions of
this ordinance, since the same would have been enacted by the City Council without the
incorporation in this ordinance of any such unconstitutional, invalid or inapplicable words,
sentences, paragraphs, subdivisions, clauses, phrases, or provisions. Further, all ordinances or
parts of ordinances in force when the provisions of this ordinance become effective that are
consistent and do not conflict with the terms and provisions of this ordinance are hereby ratified
to the extent of such consistency and lack of conflict, and all ordinances or parts of ordinances in
force when the provisions of this ordinance become effective that are inconsistent or in conflict
with the terms and provisions contained in this ordinance are hereby repealed only to the extent
of any such conflict.
Section 5.Penalty
Any violation of any of the terms of this ordinance, whether denominated in this ordinance as
unlawful or not, shall be deemed a misdemeanor. Any person convicted of any such violation shall
be fined in an amount not to exceed $2,000 for each incidence of violation. Each day a violation
exists is considered a separate offense and will be punished separately.
Section 6.Publication of the Caption and Effective Date
This ordinance shall be effective upon its passage by the City Council, approval by the Mayor,
and posting and/or publication, if required by law, of its caption. The City Secretary is hereby
authorized and directed to implement such posting and/or publication.
3
PASSED by the City Council of the City of Anna, Texas this 27th day of May 2025.
ATTESTED: APPROVED:
________________________________ _________________________
Carrie L. Land, City Secretary Pete Cain, Mayor
METES & BOUNDS LEGAL DESCRIPTION
LEASE AREA
All that tract or parcel of land lying and being in the Henry Smith Survey, Abstract 822, City of
Anna, Collin County, Texas, and being a porƟon of the lands of Hurricane Manor, Inc, as recorded
in Instrument 20070329000424310, Collin County records, and being more parƟcularly described
as follows:
To find the point of beginning, COMMENCE at a 12-inch open top pipe found at the southwest
corner of said Hurricane lands, and a point on the western right-of way line of County Road 368
and the northern right-of-way line of County Road 370; having a variable width right of way, said
pipe having a Texas Grid North (NAD83) North Central zone value of N=7184220.94233
E=2552337.1322;
thence running along said right-of-way line, South 88°53'38" West, 14.78 feet to a point;
thence, along the arc of a curve to the leŌ, having a radius of 860.00 feet and being scribed by a
chord bearing, South 87°44'01" West, 35.83 feet to a point and the true POINT OF BEGINNING;
thence, North 65°47'18" West, 165.62 feet to a point;
thence, North 24°12'42" East, 15.00 feet to a point on the Lease Area;
thence running along the Lease Area, North 65°47'18" West, 15.00 feet to a point and the true
POINT OF BEGINNING;
Thence running, North 88°48'14" East, 60.00 feet to a point;
Thence, South 01°11'46" East, 55.00 feet to a point;
Thence, North 65°47'18" West, 66.42 feet to a point;
Thence, North 01°11'46" West, 26.50 feet to a point and the POINT OF BEGINNING.
Bearings based on Texas Grid North, NAD83, North Central Zone.
Said tract contains 0.0561 acres (2,445 square feet), more or less, as shown in a survey prepared
for Hemphill, LLC by POINT TO POINT LAND SURVEYORS, INC. dated May 3, 2024, last revised May
8, 2024.
30’ INGRESS-EGRESS & UTILITY EASEMENT
Together with a 30 foot wide Ingress-Egress and UƟlity Easement (lying 15 feet each side of
centerline) lying and being in the Henry Smith Survey, Abstract 822, City of Anna, Collin County,
Texas, and being a porƟon of the lands of Hurricane Manor, Inc, as recorded in Instrument
20070329000424310, Collin County records, and being more parƟcularly described by the
following centerline data:
To find the point of beginning, COMMENCE at a 12-inch open top pipe found at the southwest
corner of said Hurricane lands, and a point on the western right-of way line of County Road 368
and the northern right-of-way line of County Road 370; having a variable width right of way, said
pipe having a Texas Grid North (NAD83) North Central zone value of N=7184220.9423
E=2552337.1322;
thence running along said County Road 370 right-of-way line, South 88°53'38" West, 14.78 feet
to a point;
thence, along the arc of a curve to the leŌ, having a radius of 860.00 feet and being scribed by a
chord bearing, South 87°44'01" West, 35.83 feet to a point and the true POINT OF BEGINNING;
Thence, North 65°47'18" West, 165.62 feet to a point;
Thence, North 24°12'42" East, 15.00 feet to the ENDING at a point on the Lease Area;
Bearings based on Texas Grid North, NAD83, North Central Zone.
As shown in a survey prepared for Hemphill, LLC by POINT TO POINT LAND SURVEYORS, INC. dated
May 3, 2024, last revised May 8, 2024.
020' 40'SCALE: 1"=20' SCALEREVISION:SHEET NUMBER:C1-41305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALOVERALL SITE PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401"=20'EXISTINGTRANSMISSIONTOWER104'-3"60'55'66'-4"26'-5"66'-6"91'-5"EXISTING 80' TOWERTO BE REMOVED BYOWNER. RELOCATEEXISTING ANTENNASAND EQUIPMENT TONEW TOWER20' UTILITY ANDDRAINAGE EASEMENT25' PRIVATEACCESSEASEMENT35' UTILITY ANDDRAINAGEEASEMENTRIGHT-OF-WAY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINEPROPERTY LINE25' BUILDING SETBACK LINE75' BUILDING SETBACKLINE65' BUILDING SETBACKLINEEXISTING PRIVATEGRAVEL DRIVEWAY30' INGRESS-EGRESS &UTILITY EASEMENTPROPOSED 120'MONOPOLE TOWERPROPOSED 6'-0"STRONGHOLD IRONFENCEPROPOSEDLEASE AREAOVERALL SITE PLANSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGNOTES:1. SEE SHEET L1-1 FOR LANDSCAPING PLAN2. SEE SHEET 5-1 FOR PRE AND POST DEVELOPMENTTOPOGRAPHY147'-4"32'-7"10'-6"175'-4"±13'-9"99'-5"25'20'PROPOSED 3' LANDSCAPE BUFFER(SEE SHEET L1-1 FOR DETAILS)SITE DATA SUMMARY TABLELAND USET.B.D.AREA(SQ.FT)/ACREAGE39117/0.898LOT AND BLOCK DATALOT 19R, BLOCK A116'56'-9"127'-3"279'-1"117'-2"247'-6"74'-3"1 MI. RADIUS VICINITY MAP (NOT TO SCALE)EXHIBIT B
1
SPECIFIC USE PERMIT JUSTIFICATION
ApplicaƟon: Specific Use Permit
Applicant: Hemphill, LLC
Hemphill Site Name: 1781 Fitzhugh
Project: 125’ monopole commercial antenna support structure
SUP Project Area: A 2,445 sq Ō (.0561 acre) leased porƟon of Lot 19, Block A of the Urban Crossing Plat
Property Address: 3019 Crossing Drive, Anna, TX 75409
Property ID: 2700407
Geographic ID: R-9650-00A-019R-1
Property Owner: Urban Crossing Homeowners AssociaƟon
IntroducƟon
Hemphill, LLC is proposing a 125’ monopole commercial antenna support structure that will
accommodate Verizon Wireless and 3 addiƟonal providers on a porƟon of Lot 19, Block A of the Urban
Crossing Plat leased from the Urban Crossing Homeowners AssociaƟon (“HOA”). The leased project area
is 2,445 sq Ō (.0561 acre). This parcel is addressed as 3019 Crossing Drive, Anna, TX 75409. The
Property ID is 2700407 and the Geographic ID is R-9650-00A-019R-1. Lot 19, Block A is designated on
the plat as a Common Area dedicated to and maintained by the HOA (See Exhibit C). SecƟon 5.17 of the
Urban Crossing “DeclaraƟon of Covenants, CondiƟons and RestricƟons” dated September 5, 2022
specifically allows for HOA approval of a tower on the HOA lot (See Exhibit D). The HOA voted 25-2 to
approve this project on the parcel at an HOA meeƟng on February 20, 2024 (See Exhibit E).
The only current uses of the parcel are uƟlity and communicaƟons uses. There is a Texas Power & Light
Company (TXU Energy) uƟlity easement with a transmission tower and lines on the parcel. There is also
a high-speed internet provider serving the Urban Crossing neighborhood from an exisƟng 60’ laƫce
tower on the parcel. Please see the Google Street View provided as Exhibit A.
This parcel is zoned SF-E Single-Family ResidenƟal Estate – Large Lot under the previous zoning
ordinance. City of Anna Code of Ordinances SecƟon 9.04.03(b)(4)(E) indicates that “commercial
antennas and antenna support structures are prohibited in residenƟal districts on lots used or plaƩed for
single-family, two-family, or single-family aƩached dwelling purposes”. On November 13, 2024, the City
of Anna Board of Adjustment found that this prohibiƟon did not apply to the subject parcel because the
lot is not used or plaƩed for residenƟal purposes and that the applicant is not prohibited from seeking
this SUP. Board of Adjustment Order 2024-002 is provided as Exhibit F.
Need for Site
This site is needed to address urgent community need for beƩer service from both coverage and
capacity standpoints. Residents of the Urban Crossing subdivision tesƟfied to the Board of Adjustment
regarding the poor service in their homes and the difficulƟes in personal and business communicaƟon as
well as their concern for their safety in emergency situaƟons. This concern is backed up by informaƟon
provided by Verizon Wireless. Plots form Verizon’s Radiofrequency Engineer Steve Nies are provided as
Exhibit G. The following plots are included:
Coverage Plots
Current coverage without site
Coverage @ proposed 120’ antenna centerline
108
108
2
Coverage @ 55’ antenna centerline
Best Server Plots
Current best server without site
Best server @ proposed 120’ antenna centerline
Best server @ 55’ antenna centerline
The 55’ antenna centerline was chosen for comparison because a 60’ tower height is the dividing line
between height allowed by right and height requiring a Specific Use Permit under the current ordinance.
The coverage plots show the signal strength with and without the site. The first coverage plot showing
“Current coverage without site” clearly depicts the gap in signal strength in this area. By comparison,
the next coverage plot “Coverage at proposed 120’ RAD center” clearly shows how the proposed site
filles in the signal gap. By comparison, the third coverage plot, “Coverage at 55’ RAD center” is
insufficient to fill the signal gap and will leave many parts of this area uncovered.
The best-server plots show the service footprint of each locaƟon. The first best-server plot “Current best
server without site” shows how the target area is currently served by adjacent sites to the east and west.
Those sites are too far away to provide strong enough signal for in-building coverage in the target area.
They are also handling growing amounts of traffic and, when they are unable to handle the traffic load,
users not in the immediate site area will be dropped or unable to access the system because of
overcapacity.
The second best-server plot “Best server at proposed 120’ RAD center” shows the new footprint served
by each sector of the proposed new site. Within this new footprint, users previously served by adjacent
sites will have strong signal from the new site and because they are no longer overloading the adjacent
sites, those sites will also have addiƟonal capacity freed up to handle future growth. The third best-
server plot “Best server at 55’ RAD center” shows how small the service footprint would be at a 55’
antenna centerline. It would not have the necessary footprint to adequately serve this area or provide
significant capacity relief to adjacent sites.
Also, keep in mind that the proposed site will not just address Verizon’s service to this community, it will
also be essenƟal infrastructure for future providers to serve this community as well. As shown on Sheet
C3-1 of the drawings provided, the proposed tower is designed to accommodate three addiƟonal future
providers at centerlines of 108’, 96’, and 84’.
Site Details
The lease area for the proposed site is situated on the parcel to avoid the Texas Power & Light Company
(TXU Energy) uƟlity easement to the east and the future extension of Rosamond Parkway (see Sheets C1-
1 of the drawings provided). The proposed facility includes a 125’ monopole with 10’ lightning rod. As
shown in the elevaƟon view on Sheet C3-1 of the drawings provided, the proposed tower is designed to
accommodate three addiƟonal future providers at centerlines of 108’, 96’, and 84’ as well as antennas
from the nearby internet service provider tower to be removed.
Details regarding the tower locaƟon, the removal of the exisƟng tower, and measurements to property
lines are on Sheet C1-4 of the drawings provided. The closest property line is to the north with a
measurement from tower center of 26’6”. To ensure no impact across property lines, the tower will be
designed so that, in the unlikely event of failure, it will buckle on itself and have a 0’ engineered fall
radius as detailed in the fall radius leƩer provided as Exhibit H.
108
3
No lighƟng is proposed (not required by the FAA and taller transmission towers are already in the
vicinity). The base of the tower will be surrounded by an iron fence as detailed on Sheet C6-1 as well as
landscaping screening with Nellie R. Stevens Holly spaced 5.5 feet apart and at least 5 feet tall at planƟng
as shown on Sheets L1-1 and L1-2 of the drawings provided.
Community Benefit
As pointed out in the above secƟon regarding the need for the site, there is a current need for beƩer
coverage and addiƟonal capacity in this area. Residents in the neighborhood are unable to get the
service they need for daily communicaƟon needs as well as for working or learning at home.
Improved wireless service in this area is not just a maƩer of convenience, it is criƟcal to public health,
safety, and general welfare. The service provided by this facility will provide emergency informaƟon such
as amber alerts, weather alerts, radar informaƟon and other informaƟon and instrucƟons during
emergencies. It will support 911 calls (most of which are made from wireless devices) in the event of
accident, health crisis, fire, natural disaster, or other emergency.
CompaƟbility
This project is acƟvely supported by the neighborhood in which it is located. The parcel, Lot 19, Block A,
is designated as a “Common Area” on the Urban Crossing Plat (See Exhibit C). Note 5 on the Plat states:
“5. Lot 19, Block A is dedicated to and maintained by the homeowners associaƟon.”
SecƟon 5.17 of the Urban Crossing “DeclaraƟon of Covenants, CondiƟons and RestricƟons” dated
September 5, 2022 specifically allows for HOA approval of a tower on the HOA lot (See Exhibit D). The
HOA voted 25-2 to approve this project on the parcel at an HOA meeƟng on February 20, 2024 (See
Exhibit E). This project also received acƟve support from nearby property owners at the Board of
Adjustment meeƟng interpreƟng the ordinance to allow a Specific Use Permit applicaƟon to move
forward.
The proposed use is consistent with current uses of the parcel for uƟlity and communicaƟons uses. A
Texas Power & Light Company (TXU Energy) uƟlity easement with a transmission tower and lines and a
high-speed internet provider 60’ laƫce tower are already on this parcel (See Exhibit A). The internet
service provider will remove its tower and its antennas will be accommodated on the proposed tower,
consolidaƟng the communicaƟon use into a single structure.
During the day, the proposed monopole will not significantly increase the visual impact from the
transmission towers and lines already present. The site will be dark at night. The FAA does not require
lighƟng on this monopole and no lighƟng is proposed.
Consistent with the wishes of the Urban Crossing HOA, the base of the tower will be surrounded by an
iron fence as detailed on Sheet C6-1 as well as landscaping screening with Nellie R. Stevens Holly spaced
5.5 feet apart and at least 5 feet tall at planƟng as shown on Sheets L1-1 and L1-2 of the drawings
provided.
4
Conclusion
Based on the informaƟon above, the supporƟng exhibits provided, and the support from the
neighborhood this site will serve, applicant respecƞully requests approval of a Specific Use Permit for
this project.
Respecƞully submiƩed,
_________________________________________________________ Date: 2/4/2025
Faulk & Foster, by Ralph Wyngarden, for Applicant Hemphill, LLC
FITZHUGHSITE: 1781120' MONOPOLE TOWERFOR MULTIPLE WIRELESS CARRIERSBEFORE YOU DIG, CALL TEXAS LINELOCATION FOR LOCATION OFUNDERGROUND UTILITIES. CALL 811SPECIALTY TELECOMUNICATIONSSERVICES, LLCFIRM NO.: F-1674013431 BROADWAY EXT., SUITE 120.OKLAHOMA CITY. OK 73114405-753-7167ONE CALL SYSTEM CONSULTING ENGINEER PROJECT DATA DRAWING INDEXVICINITY MAPSITE NUMBER1781SITE NAMEFITZHUGHSITE ADDRESSTBD CR 368, ANNA, TX 75409COUNTYCOLLINZONING CLASSPOWER COMPANYGRAYSON/COLLIN ELECTRICCONTACT NAMETELEPHONE903-482-5231TELCO COMPANYAT&TCONTACT NAMETELEPHONE800-331-05-00PROPERTY OWNERURBAN CROSSING HOA (STEVE S)TELEPHONE214-244-1541HEMPHILL CONTACTMATT KLINETELEPHONE918-884-7756SURVEY CONTACT POINT TO POINT LAND SURVEYORSTELEPHONE678-565-44402C COORDINATESLAT: 33° 21’ 48.68” LONG: -96° 35’ 17.42”(DEC. DEG.: 33.363511, -96.588172)SURVEY AND 2C PROVIDED BY POINT TO POINT LAND SURVEYORSAND INCLUDED IN THIS SET OF DRAWINGS FOR REFERENCE ONLY.SCALEREVISION:SHEET NUMBER:TS1305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALTITLE SHEET0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740HEMPHILL TOWER SITE DEVELOPMENTSPECIFICATIONS SUPPLEMENT THECONSTRUCTION DRAWINGS. FACILITY ISNOT STAFFED AND NORMALLY NOTOCCUPIED.CONTRACTOR SHALL VERIFY ALL PLANSAND EXISTING DIMENSIONS ANDCONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE CONSTRUCTIONMANAGER IN WRITING OF ANYDISCREPANCIES BEFORE PROCEEDINGWITH THE WORK OR BE RESPONSIBLE FORTHE SAMEDIRECTIONSFROM TULSA, OKLAHOMA. DRIVE WEST I-244W.KEEP LEFT TO CONTINUE ON US-75 S, FOLLOWSING FOR GLENPOOL/OKMUGLGEE, IN 48.1MI.KEEP LEFT TO CONTINUE ON OK-375, IN 11.6MI.KEEP LEFT TO STAY ON OK-375, IN 29.8MI. USETHE RIGHT LANE TO MERGE ONTO US-69 S VIATHE RAMP TO ATOKA/DALLAS, IN 86.4MI.CONTINUE ONTO US-75 S, IN 32.7MI. TAKE THE48 EXIT, IN 0.2MI. MERGE ONTO CENTRALEXPY/N US HWY 75, IN 0.4MI. TURN RIGHT ONTOW COUNTY RD 370, IN 0.2MI. TURN RIGHT ONTOCO RD 368, IN 36FT. TURN LEFT, IN 276FT. SIDEWILL BE ON THE RIGHT.CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENTEDITIONS OF THE CODE ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMINGTO THE FOLLOWING CODES:• 2018 INTERNATIONAL BUILDING CODE • 2017 NATIONAL ELECTRIC CODE• 2018 INTERNATIONAL FIRE CODEPROJECT NOTESDRAFTING SERVICES9 E 4TH ST. SUITE C-4TULSA, OK 74103918-215-7575SHEETSHEET TITLEREV.TS TITLE SHEET0C1-1 SITE SURVEY0C1-2 SITE SURVEY0C1-3 SITE SURVEY0C1-4 OVERALL SITE PLAN0C1-5 PLAT MAP0C2-1 COMPOUND LAYOUT0C3-1 TOWER ELEVATION0C3-3GROUND EQUIPMENT DETAILS0C3-6 TRENCHING DETAILS0C4-1 ROADWAY AND COMPOUND DETAILS0C5-1 GRADING PLAN0C6-1COMPOUND FENCE DETAILS0E1-1ELECTRIC, LIGHTING, AND TELCO PLAN0E2-1ELECTRICAL DETAILS0E3-1GROUNDING PLAN0E4-1GROUNDING DETAILS0G1-1 GENERAL NOTES0G1-2 GENERAL NOTES0L1-1LANDSCAPING PLAN0L1-2 TREE PLANTING DETAIL0N.T.S.TITLE SHEETSP 25-0001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING
SCALEREVISION:SHEET NUMBER:C1-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALSITE SURVEY0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740SURVEY PROVIDED BY:POINT TO POINT LANDSURVEYORS100 GOVERNORS TRACE,STE. 103 PEACHTREECITY, GA 30269678-565-44401"=50'SITE SURVEYSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING
SCALEREVISION:SHEET NUMBER:C1-21305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALSITE SURVEY0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401"=10'SITE SURVEYSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGSURVEY PROVIDED BY:POINT TO POINT LANDSURVEYORS100 GOVERNORS TRACE,STE. 103 PEACHTREECITY, GA 30269678-565-4440
SCALEREVISION:SHEET NUMBER:C1-31305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALSITE SURVEY0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740N.T.S.SITE SURVEYSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGSURVEY PROVIDED BY:POINT TO POINT LANDSURVEYORS100 GOVERNORS TRACE,STE. 103 PEACHTREECITY, GA 30269678-565-4440
020' 40'SCALE: 1"=20' SCALEREVISION:SHEET NUMBER:C1-41305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALOVERALL SITE PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401"=20'EXISTINGTRANSMISSIONTOWER104'-3"60'55'66'-4"26'-5"66'-6"91'-5"EXISTING 80' TOWERTO BE REMOVED BYOWNER. RELOCATEEXISTING ANTENNASAND EQUIPMENT TONEW TOWER20' UTILITY ANDDRAINAGE EASEMENT25' PRIVATEACCESSEASEMENT35' UTILITY ANDDRAINAGEEASEMENTRIGHT-OF-WAY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINEPROPERTY LINE25' BUILDING SETBACK LINE75' BUILDING SETBACKLINE65' BUILDING SETBACKLINEEXISTING PRIVATEGRAVEL DRIVEWAY30' INGRESS-EGRESS &UTILITY EASEMENTPROPOSED 120'MONOPOLE TOWERPROPOSED 6'-0"STRONGHOLD IRONFENCEPROPOSEDLEASE AREAOVERALL SITE PLANSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGNOTES:1. SEE SHEET L1-1 FOR LANDSCAPING PLAN2. SEE SHEET 5-1 FOR PRE AND POST DEVELOPMENTTOPOGRAPHY147'-4"32'-7"10'-6"175'-4"±13'-9"99'-5"25'20'PROPOSED 3' LANDSCAPE BUFFER(SEE SHEET L1-1 FOR DETAILS)SITE DATA SUMMARY TABLELAND USET.B.D.AREA(SQ.FT)/ACREAGE39117/0.898LOT AND BLOCK DATALOT 19R, BLOCK A116'56'-9"127'-3"279'-1"117'-2"247'-6"74'-3"1 MI. RADIUS VICINITY MAP (NOT TO SCALE)
SCALEREVISION:SHEET NUMBER:C1-51305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALPLAT MAP0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740N.T.S.PLAT MAPSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING
05' 10'SCALE: 1"=5'SCALEREVISION:SHEET NUMBER:C2-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALCOMPOUND LAYOUT0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401'=5'PROPOSED 120'MONOPOLE TOWERSEE SHEET C3-1 FORELEVATION DETAILSPROPOSED 6'-0"STRONGHOLD IRONFENCE26'-6"TOWER COMPOUND(GRAVELED)PROPOSED12'-0" DOUBLESWING GATEPROPOSED H-FRAMESEE SHEET E2-1DETAILS 1 & 2PROPOSED VERIZON12'-0"x30'-0" LEASEAREAPROPOSEDVERIZON 3'-0"WIDE GROUNDRING AREAPROPOSED VERIZON3'-0" WIDE WAVEGUIDE BRIDGESEE SHEET C3-3 DETAIL 1NOTES:1. ALL COMPONENTS SHOWN ARE NEW CONSTRUCTION2. PLACEMENT OF VERIZON LEASE AREA, AND HEMPHILL H-FRAME,WITHIN THE COMPOUND IS APPROXIMATE AND MAY VARYDEPENDING ON SITE CONDITIONS AT TIME OF CONSTRUCTION3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION OF APPROPRIATE EROSION CONTROL MEASURES,INCLUDING SILT FENCES, ON THE DOWN SLOPE SIDES OF ALLSOIL DISTURBING ACTIVITIES. SEE SHEET C4-1 DETAIL 34. (SELF SUPPORT TOWERS ONLY): TOWER TO BE CONSTRUCTEDWITH ONE FACE PARALLEL TO COMPOUND FENCE / LEASE AREA3' MIN5 TYP.3' MINCOMPOUND LAYOUTSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING60'55'66'-5"3'9'12'43'-3"1'-7"50'-5"3'58'1'1'40'12'3'3'22'-10"27'24'-6"64'-3"
SCALEREVISION:SHEET NUMBER:C3-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALTOWER ELEVATION0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740N.T.S.THESE DRAWINGS ARE NOT INTENDED TO REFLECT THESTRUCTURAL INTEGRITY OF THE TOWER. THE PROPOSEDANTENNAS AND TRANSMISSION LINES SHOWN AREREPRESENTATIVE IN NATURE AND DO NOT REFLECT THEACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTORSHALL REFER TO THE STRUCTURAL ANALYSIS OF THISTOWER SITE FOR THE APPROVED LOCATION ANDCONFIGURATION OF ALL ANTENNAS AND TRANSMISSIONLINES. ALL ANTENNAS MUST BE MOUNTED AND THETRANSMISSION LINES CONFIGURED IN STRICT ACCORDANCEWITH THE STRUCTURAL ANALYSIS.COMPOUND FENCESEE SHEET C6-1120' MONOPOLE TOWERVERIZON ANTENNAS AT115'-0" RAD CENTER ELEVATION120'-0" TOP OF TOWER10'-0" LIGHTNING ROD130'-0" TOTAL HEIGHT WITH APPURTENANCESMICROWAVE DISH(ES) AT65'-0" RAD CENTER ELEVATIONFUTURE CARRIER ANTENNAS AT91'-0" RAD CENTER ELEVATIONFUTURE CARRIER ANTENNAS AT103'-0" RAD CENTER ELEVATIONFUTURE CARRIER ANTENNAS AT79'-0" RAD CENTER ELEVATIONMICROWAVE DISHES RELOCATED FROMEXISTING TOWER ATTBD RAD CENTER ELEVATIONTOWER ELEVATIONSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING
SCALEREVISION:SHEET NUMBER:C3-31305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGROUNDEQUIPMENT DETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401C3-3WAVEGUIDE BRIDGE DETAILSCALE: N.T.S.24" UNIVERSALCANTILEVER WELDMENT24" WIDE GRIP STRUTSINGLE STACK, 24"ANGLE-BRACKET TRAPEZE KITCABLE ROUTE3-1/2" Ø O.D. GALV. PIPE2'-0"MINIMUM8'-0"TYPICAL0'-12" DIA.4'-0"0'-3"POSTS TO BE SPACED MINIMUM 4'-0" O.C. AND MAXIMUM 10'-0" O.C.GROUND EQUIPMENT DETAILSSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LAND SURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
SCALEREVISION:SHEET NUMBER:C3-61305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALTRENCHING DETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740RESTORE SURFACE MATERIALTO ORIGINAL CONDITION AFTERINSTALLATION OF UTILITIES;GRADE SURFACE TO LEVEL2"4 1/2"4 1/2"4"2"1'-0"3'-0"MINIMUM
4'-0"
MINIMUM
3"
1'-0"4"3"2"1'-0"2"2"UNDISTURBED SOILBACKFILL EARTH TO 90%RELATIVE COMPACTIONPER ASTM D1557UTILITY WARNING TAPEENTIRE LENGTH OFCONDUIT RUNBACKFILL (SAND OR NATIVE SOILW/ SAND EQUIVALENT GREATERTHAN 30) COMPACT TO 90%RELATIVE COMPACTION PER ASTMD15572" Ø FIBER CONDUIT WHEREAPPLICABLE (OR PVC SIZING ASREQUIRED PER CABLE SIZE)RESTORE SURFACE MATERIALTO ORIGINAL CONDITION AFTERINSTALLATION OF UTILITIES;GRADE SURFACE TO LEVEL3"4 1/2"4 1/2"4"
3"
1'-0"
3'-0"MINIMUM
UNDISTURBED SOILBACKFILL EARTH TO 90%RELATIVE COMPACTIONPER ASTM D1557UTILITY WARNING TAPEENTIRE LENGTH OFCONDUIT RUNBACKFILL (SAND OR NATIVE SOILW/ SAND EQUIVALENT GREATERTHAN 30) COMPACT TO 90%RELATIVE COMPACTION PER ASTMD15573" PVC SCH 40 ELECTRICALCONDUIT WHERE APPLICABLE(OR PVC SIZING AS REQUIREDPER POWER PROVIDER DESIGN)RESTORE SURFACE MATERIAL TOORIGINAL CONDITION AFTERINSTALLATION OF UTILITIES;GRADE SURFACE TO LEVELUNDISTURBED SOILBACKFILL EARTH TO 90%RELATIVE COMPACTIONPER ASTM D1557UTILITY WARNING TAPEENTIRE LENGTH OFCONDUIT RUNBACKFILL (SAND OR NATIVESOIL W/ SAND EQUIVALENTGREATER THAN 30)COMPACT TO 90% RELATIVECOMPACTION PER ASTMD15572" Ø FIBER CONDUIT WHEREAPPLICABLE (OR PVC SIZINGAS REQUIRED PER CABLE SIZE)3" PVC SCH 40ELECTRICAL CONDUITWHERE APPLICABLE(OR PVC SIZING ASREQ'D PER POWERPROVIDER DESIGN)1C3-6FIBER TRENCH DETAILSCALE: N.T.S.2C3-6ELECTRICAL TRENCH DETAILSCALE: N.T.S.3C3-6DUAL TRENCH DETAILSCALE: N.T.S.TRENCHING DETAILSSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
SCALEREVISION:SHEET NUMBER:C4-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALROADWAY ANDCOMPOUND DETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167402C4-1ENTRANCE DETAILSCALE: N.T.S.COMPOUND DETAILSCALE: N.T.S.ROADWAY DETAILSCALE: N.T.S.1- INSTALLATION OF SILT FENCE - PRIOR TO ANY EARTH MOVINGOPERATIONS, AS REQUIRED.2- INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE.3-STRIPPING AND STOCK PILING OF TOPSOIL AND ROUGH GRADING.TEMPORARY STABILIZATION WITHIN 15 DAYS.4- CONSTRUCTION OF UNDERGROUND IMPROVEMENTS.NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY PERMITS TO ENSURE THAT THE ENTRANCE MEETS ALL GOVERNING SPECIFICATIONS.2:1 SLOPESLOPE 1/4" PER FT.6" BASE MATERIAL(COMPACTED TO 95%PER AASHTO T99)6'12'EXISTING GRADEDITCH CENTERLINE3C4-1SILT FENCE DETAILSCALE: N.T.S.EXISTING GRADESUBGRADE SHALL BE COMPACTED TO 95% OFMAX DRY DENSITY PER AASHTO T996" BASE MATERIAL COMPACTED TO 95% OFMAX DRY DENSITY PER AASHTO T-99MIRAFI 500 OR EQUAL5% MAXIMUMCROSS SLOPE6" COMPACTED (TO 95% PER AASHTO T99)SUBGRADE (WHERE REQUIRED)CONSTRUCTION SEQUENCE1C4-1ROADWAY EASEMENT4C4-12C4-1ENTRANCE DETAILSCALE: N.T.S.COMPOUND DETAILSCALE: N.T.S.ROADWAY DETAILSCALE: N.T.S.1- INSTALLATION OF SILT FENCE - PRIOR TO ANY EARTH MOVINGOPERATIONS, AS REQUIRED.2- INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE.3-STRIPPING AND STOCK PILING OF TOPSOIL AND ROUGH GRADING.TEMPORARY STABILIZATION WITHIN 15 DAYS.4- CONSTRUCTION OF UNDERGROUND IMPROVEMENTS.NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL NECESSARY PERMITS TO ENSURE THAT THE ENTRANCE MEETS ALL GOVERNING SPECIFICATIONS.2:1 SLOPESLOPE 1/4" PER FT.6" BASE MATERIAL(COMPACTED TO 95%PER AASHTO T99)6'12'EXISTING GRADEDITCH CENTERLINE3C4-1SILT FENCE DETAILSCALE: N.T.S.EXISTING GRADESUBGRADE SHALL BE COMPACTED TO 95% OFMAX DRY DENSITY PER AASHTO T996" BASE MATERIAL COMPACTED TO 95% OFMAX DRY DENSITY PER AASHTO T-99MIRAFI 500 OR EQUAL5% MAXIMUMCROSS SLOPE6" COMPACTED (TO 95% PER AASHTO T99)SUBGRADE (WHERE REQUIRED)RIGHT OF WAY40'-0" MAX LENGTHCORRUGATED STEELCULVERT PIPE WITH 0'-8"MINIMUM COVER(DIAMETER TO CONFORMTO LOCAL JURISDICTIONCODE)30'-0" TURNRADIUS0'-6" MINIMUM 95%COMPACTED BASEMATERIAL12'-0"WOODEN POST WITHSPACING @ 4' MAX. PLACEPLACE PARALLEL TOCONTOURSMIRAFI 100X FILTER FABRICOR EQUALFLOW6" X 12" TRENCH - BACKFILLWITH NATIVE EARTH ANDCOMPACTWOODEN POST SHALL BEMIN. 30" ABOVE GROUND ANDMIN. 18" BELOW GROUNDFABRIC LENGTH 28" ABOVEGROUND 18" BELOWGROUND48" (MIN) STAKE HEIGHT
ROADWAY ANDCOMPOUND DETAILSSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
010' 20'SCALE: 1"=10' 010' 20'SCALE: 1"=10' SCALEREVISION:SHEET NUMBER:C5-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGRADING PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401"=10'PROPOSEDLEASE AREAPROPOSED 6'-0"STRONGHOLD IRONFENCELEGENDPRE-DEVELOPMENT GRADINGPOST DEVELOPMENT GRADINGPOST-DEVELOPMENTTOPOGRAPHYPRE-DEVELOPMENTTOPOGRAPHYEXISTING PRIVATE DRIVEWAY30' INGRESS-EGRESS & UTILITYEASEMENTEXISTING PRIVATE DRIVEWAY30' INGRESS-EGRESS & UTILITYEASEMENTCENTER OFPROPOSED MONOPOLEPROPOSEDLEASE AREAPROPOSED 6'-0"STRONGHOLD IRONFENCEGRADING PLANSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGCENTER OFPROPOSED MONOPOLESPOT ELEV.724'
SCALEREVISION:SHEET NUMBER:C6-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALCOMPOUNDFENCE DETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740COMPOUND FENCE DETAILSSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
05' 10'SCALE: 1"=5'SCALEREVISION:SHEET NUMBER:E1-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALELECTRIC, LIGHTNINGAND TELCO PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740PROPOSED 120'MONOPOLE TOWERSEE SHEET C3-1 FORELEVATION DETAILSPROPOSED 6'-0"STRONGHOLD IRONFENCEPROPOSED H-FRAME1"=5'NOTES:1. FOR ADDITIONAL INFORMATIONREFERENCE C2-12. COMPLETION OF ELECTRICAL SERVICESHALL BE PERFORMED BY LICENSEDELECTRICAL CONTRACTORELECTRIC, LIGHTNINGSP 25-001AND TELCO PLANURBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING
SCALEREVISION:SHEET NUMBER:E2-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALELECTRICAL DETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740NOTES1 CONTRACTOR SHALL PROVIDE AND INSTALL MODULARMETERING MAIN, 120/240V, 400A, NEMA 3R WITH FOUR METERSOCKETS. METER CENTER SHALL BE FURNISHED WITH 200AMETER AND 200A CIRCUIT BREAKER. CIRCUIT BREAKERS SHALLBE COVERED WITH LEXAN METER COVER.2 SHOULD CLIENT REQUEST A TELCO DEMARCATION BOX,CONTRACTOR SHALL PROVIDE AND INSTALL TELCODEMARCATION BOX TO INCLUDE 48" X 48" X 12" NEMA 3RENCLOSURE WITH BACKPLATE AND GFI RECEPTACLE (120V, 5A).3 TOWER LIGHTING SHALL BE REQUIRED ON ALLTOWERS EXCEEDING 200' IN HEIGHT OR AS OTHERWISEREQUIRED BY FAA.4 DIMENSIONS SHOWN ARE APPROXIMATE AND MAY BEALTERED IN THE FIELD TO BETTER SUIT ACTUAL CONDITIONSOR EQUIPMENT RECEIVED.5 ALL CONDUIT SHALL BE SCH. 40 PVC UNDERGROUND.6 ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND INGOOD WORKING CONDITION WHEN INSTALLED AND SHALL BEOF THE BEST GRADE AND BY THE SAME MANUFACTURERTHROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT.MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNINGENTITIES HAVING JURISDICTION. MATERIALS SHALL BEMANUFACTURED IN ACCORDANCE WITH APPLICABLESTANDARDS AS ESTABLISHED BY ANSI, NEMA, NSFU, AND "UL"LISTED.7 ALL CONDUIT SHALL HAVE A PULL STRING.8 THE ENTIRE ELECTRICAL INSTALLATION SHALL BEGROUNDED AS REQUIRED BY IBC, NEC, AND APPLICABLECODES.9 UNDERGROUND AND/OR OVERHEAD LINES SHALL BE OFTHE SIZE AND MATERIAL NECESSARY TO MEET THE LOCALCODE REQUIREMENTS.10 ALL FRAME MEMBERS TO BE 1-5/8" X 1-5/8" P1000UNISTRUT (EXCEPT FOR LEGS). CONNECT TO LEGS WITH UBOLTS5'-6"7'-0"3'-0"12"(OPTIONAL)LIGHT CONTROLLER(SEE NOTE 3)CAP END(OPTIONAL)NEMA 3RENCLOSURE3" SCH 40PIPECONDUITFORPOWERGROUNDROD4" PVC FORTELCO DEMARC1E2-1FRONT VIEWSCALE: N.T.S.2E2-1REAR VIEWSCALE: N.T.S.COMPOUND LAYOUTSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
G G G G G G G G G G G G G G G G G G G G
G G G G G G05' 10'SCALE: 1"=5'SCALEREVISION:SHEET NUMBER:E3-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGROUNDING PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740#2 TINNED AWG GROUND RING WITH 58" X 10'-0" COPPER CLADGROUNDING RODSSEE SHEET E4-1 DETAILS 1 & 4NOTES:1. INFORMATION SHOWN IS FORINFORMATION PURPOSES ONLY.DESIGN AND FINAL CONFIGURATIONOF GROUNDING SYSTEM MAY VARYDEPENDING ON SITE CONDITIONS ATTHE TIME OF CONSTRUCTION.2. GROUND RODS SHOULD BE NOCLOSER THAN 2FT TO TOWERFOUNDATION3. TOWER GROUND RODS SHALL BEPLACED 20FT APART AT MINIMUM FORTOWER GROUND RING, AND 8FTAPART AT MINIMUM FOR ALL OTHERGROUND LEADS4. REFERENCE SHEET C2-1 FORADDITIONAL INFORMATIONTHIS PLAN IS PROPOSED CONSTRUCTIONFOR THE SUBJECT SITE.BUSBARGROUNDLEADS (2)RAYCAPGROUNDLEADGROUNDING PLANSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING1"=5'
SCALEREVISION:SHEET NUMBER:E4-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGROUNDINGDETAILS0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740T/FINISH GRADE6" PVC THREADED CAP6" PVC CPLG. (THRD.)NOTCH SIDES OF6" PVC SCH. 40PIPE TO ALLOWEXIT / ENTRANCEOF GROUND RINGGROUND RINGTRENCHBOTTOM58"x10' GROUND RODGROUND BAR ONANTENNA TOWEREXOTHERMIC WELD, TO BEUSED WITH #2 AWG BCW TOBUILDING OR RING GROUNDCADWELD#2 AWG BCWCABLE TO CABLECADWELDRING GROUND#2 AWG BCW1. THE #2 AWG, BCW, FROM THE RING GROUND SHALLBE CADWELDED TO THE POST, ABOVE GRADE2. VERTICAL POST SHALL BE BONDED TO THE RING ATEACH CORNER AND AT EACH GATE POST. AS AMINIMUM, ONE VERTICAL POST SHALL BE BONDEDTO THE GROUND RING IN EVERY 100 FEET3. INSTALLATION OF FLEXIBLE GATE JUMPERS ISREQUIRED FOR ALL COMPOUND ACCESS GATES30" (24" MIN)GRADECADWELDRING GROUND#2 TINNED AWGGROUND RODS 58"x10'COPPER CLAD2"716"(1)(2)(5)(4)(3)LEGEND(1) COPPER GROUND BAR, 14"x4"x20".HOLE CENTERS TO MATCH NEMADOUBLE LUG CONFIGURATION(2) INSULATORS(3)58" LOCKWASHERS(4) WALL MOUNTING BRACKET(5)58-11x1" H.H.C.S. BOLTS1E4-1GROUNDING WELLSCALE: N.T.S.2E4-1SCALE: N.T.S.INSTALLATION OF GROUNDWIRE TO GROUND BAR3E4-1FENCE GROUNDINGSCALE: N.T.S.4E4-1ROD AND RING GROUNDINGSCALE: N.T.S.5E4-1GROUND BAR DETAILSCALE: N.T.S.30" (24" MIN)1" 34"FLEXIBLE GATEJUMPER24" x #2 AWGCOMPOUND LAYOUTSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
SCALEREVISION:SHEET NUMBER:G1-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGENERAL NOTES0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740CONSTRUCTIONGENERALGeneral construction, electrical, tower and foundation drawings are interrelated. In performance of the work each contractor must refer toall drawings. Coordination is the responsibility of the general contractor.SITE WORKPART 1 - GENERAL1. Work included: See Site Plan2.Access road, turnaround areas and sites are constructed to provide a well-drained, easily maintained, even surface for material andequipment deliveries and maintenance personnel access.3. SEQUENCINGA. Confirm survey stakes and set elevation stakes prior to any construction.B. Grub the complete road (if applicable) and site area prior to foundation construction or placement of backfill or subbase materials.C. Construct temporary construction zone along access drive.D. Bring the site area to subbase course elevation and bring the access road to base course elevation prior to forming foundation.E. Soil stabilizer shall be Mirafi - 500X or equal.F. Grade, seed, fertilize and mulch disturbed areas immediately after bringing site and access road to base course elevation.G. Remove gravel from temporary construction zone to an authorized area or as directed by the owner's representative.4. SUBMITTALSA. Before construction:i. If landscaping is applicable to contract, submit two copies of the landscape plan under nursery letterhead. If a landscape allowancewas included in the contract, provide an itemized listing of proposed costs on nursery letterhead (refer to plans for landscapingrequirements).5. WARRANTYA. In addition to the warranty on all construction covered in the contract documents, the contractor shall repair all damage and restore area as close to original condition as possible at site and surroundings.B. Disturbed area will reflect growth of new grass cover prior to final inspection.PART 2 - PRODUCTS1. MATERIALSA.Road and site materials shall conform to DOT specifications fill material - acceptable select fill shall be in accordance with State Department of Highway and Transportation standard specifications and approved by the owner's representative.B. Soil stabilizer shall be Mirafi - 500X or equal.PART 3 - EXECUTION1. INSPECTIONSLocal building inspectors shall be notified no less than 24 hours in advance of concrete pours, unless otherwise specified by jurisdiction.2. PREPARATIONA.Clear trees, brush and debris from site area and access road right-of-way.B. Prior to other excavation and construction, grub organic material to a minimum of six (6) inches below grade.C. Prior to placement of fill or base materials, roll the soil.D. Where unstable soil conditions are encountered, line the areas with stabilizer mat prior to placement of fill or base material.3. INSTALLATIONA. The site and turnaround areas shall be at the subbase course elevation prior to forming foundation. Grade or fill the site and access roadas required in order that upon distribution of spoils resulting from foundation excavations, the resulting grade will correspond with saidsubbase course, elevations are to be calculated from finished grades or slopes indicated.B. Clear excess spoils, if any, from job site and do not spread beyond the limits of project area unless authorized by the owner'srepresentative and agreed to by landowner.C. Bring the access road to base course elevations prior to use to permit construction and observation during construction of the site.D. Avoid creating depressions where water may pond.E. The contract shall include grading, banking and ditching, unless otherwise indicated.F. When improving an existing access road, grade the existing road to remove any organic matter and smooth the surface before placing fillor stone.G. Place fill or stone in six inch maximum lifts and compact before placing next lift.H. The top surface course shall extend a minimum of six inches beyond the site fence and shall cover the area as indicated.I. Apply riprap gravel to the slopes of all fenced areas and parking areas and all other slopes greater than 2:1.J. Apply seed, fertilizer and straw cover to all other disturbed areas, ditches, drainage and swales not otherwise riprapped.K. Apply seed and fertilizer to surface conditions which will encourage rooting. Rake areas to be seeded to even the surface and loosen the soil.L. Sow seed in two directions to twice the quantity recommended by the seed producer.4.PROTECTIONA. Protect seeded areas from erosion by spreading straw to a uniform loose depth of 1 - 2 inches, stake and tie down as required. Use of erosion control mesh or mulch net will be an acceptable alternate.B. Protect all exposed areas against washouts and soil erosion, place straw bales at the inlet approaches to all new or existing culverts.Where the site or road areas have been elevated immediately adjacent to the rail line, stake erosion control fabric full length in theswale to prevent contamination of the rail ballast.5.The required structural fill operation to the grades indicated for PCS equipment shelters shall be performed as follows:A. The structural fill material shall be placed in lifts not exceeding six inches in loose thickness.B. Each layer of structural fill material placed shall be compacted to a minimum of 95° of maximum density obtainable by ASTMcompaction test designation D-337-66T for cohesive fill or 75% relative as determined by ASTM D-2049-64T for cohesionlessfill, whichever is greater.C. The final grade of structural fill for all footings shall be capable of supporting the design soil bearing pressure load of 3,000 lbs.per square foot minimum.FENCING AND GATE(S)PART 1 - GENERAL1. Work included: See plan for location of fence and gate(s).2.QUALITY ASSURANCEAll steel materials utilized in conjunction with this specification will be galvanized or stainless steel. Weight of zinc coating of thefabric shall not be less than 12 ounces per square foot of material covered. Posts shall be hot-dipped galvanized.3. SEQUENCINGIf the site has been brought up to surface course elevation prior to the fence construction, fence post excavation spoils must becontrolled to preclude contamination of said surface course.4. SUBMITTALSA.Manufacturer's descriptive literature.B. Certificate or statement of compliance with the specifications.PART 2 - PRODUCTS1. FENCE MATERIALA.All fabric wire, rails, hardware and other steel materials shall be hot-dipped galvanized.B. Fabric shall be six-foot height two-inch chain link mesh of No. 9 gauge wire. The fabric shall have a knuckled finish for the top selvages. Fabric shall conform to the specifications of ASTM A-392 Class 1.C. Barbed wire shall be double-strand, 12-1/2 gauge twisted wire strand with 14-gauge, 4-point round barbs spaced on five-inchcenters, conforming to ASTM A121 Design # 12-4-5-14R Type 2.D. All posts shall be mechanical service pipe and shall be Type 1 ASTM F1083, High Strength (50 Ksi) Schedule 40 pipe, ASTMF1043 Group 1A, and of the following diameter (I.D. per fence industry standards). Line 2 inches Corner 3 inches Gate 4 inchesE. Gate posts shall be extended 12 inches, including dome cap, to provide for attachment of barbed wire.F.All top and brace rails shall be 1-1/2" diameter mechanical service pipe. Frames shall have welded corners.G. Gate frame and braces shall be 1-5/8" diameter Schedule 40 mechanical service pipe. Frames shall have welded corners.H. Gate frame shall have a full height vertical brace and a full width horizontal brace, secured in place by use of gate brace clamps.I. Gate hinges shall be Merchants Metal Model 6-4386-hinge adapter with Model 6-409, 188 degree attachment.J. The quide (latch assembly) shall be heavy industrial gate latch. Master Halco #17221.K. Latches and stops shall be provided for all gates.L. All stops shall have keepers capable of holding the gate leaf in the open position.M. A No. 7 gauge zinc coated tension wire shall be used at the bottom of the fabric terminated with bank clips at corner and gateposts, conforming to ASTM A824 Type II.N. A six-inch by 1/2-inch diameter eyebolt to hold tension wire shall be placed at the line posts.O.Stretcher bars shall be 3/16-inch by 3/4-inch or have equivalent cross-sectional area, andconform to ASTM F626, having a minimum zinc coating of 1.2oz/sq-ft.P. All corner gate and panels shall have a 3/8-inch truss rod with turnbuckles.Q.All posts except gateposts shall have a combination cap and barbed wire supporting arm.Gateposts shall have a dome cap.R. Other hardware includes but may not be limited to the clips, band clips and tensionband clips.S. Barbed wire gate guards shall be fitted with dome caps.T.Barbed wire support arms shall be cast iron with set bolt and lock wire in the arm.U. All caps shall be cast steel.V. Where the use of concertina has been specified, 24-inch diameter coil barbed tape, stainlesssteel, cyclone fence model gap toType III shall be furnished. It shall be supported above the top rail by use of six wirebarbed wire arms positioned atop each line/corner post.GENERAL NOTESSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
SCALEREVISION:SHEET NUMBER:G1-21305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALGENERAL NOTES0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740PART 3 - EXECUTION1.INSPECTIONTo confirm proper depth and diameter of post hole excavations, all post holes will be excavated as per construction documents.2.INSTALLATIONA. Foundations shall have a minimum six-inch concrete cover under post.B.All fence posts shall be vertically plumb plus/minus one-quarter inch.C. At corner posts, gateposts and sides of gate frame, fabric shall be attached with stretcher and tension band-clips at fifteen inch intervals.D. At line posts, fabric shall be attached with band-clips at fifteen inch intervals.E.Fabric shall be attached to brace rails, tension wire and truss rods with tie clips at two foot intervals.F. A maximum gap of two inches will be permitted between the chain link fabric and the final grade.G. Gate shall be installed so locks are accessible from both sides.H. Gate hinge bolts shall have their threads peened or welded to prevent unauthorized removal.I. Concrete to be a minimum of 3,000 psi.3.PROTECTIONUpon completion of erection, inspect fence material and paint field cuts or galvanizing breaks with zinc-based paint, color to match thegalvanized metal.Applicable Standards:ASTM-A120 Specification for pipe, steel black and hot-dipped, zinc coated (galvanized) welded and seamless.ASTM-A123 Zinc (hot-dipped galvanized) coated steel chain link fence fabric.ASTM-A153 Specification for zinc coating (hot-dip) on iron and steel hardware.ASTM-A392 Specification for zinc-coated steel chain link fence fabric.ASTM-A431 Specification for aluminum-coated steel chain link fence fabric.ASTM-A525 Standard specification for steel sheet zinc coated (galvanized) by the hot-dipped process.ASTM-A535 Specification for aluminum coated steel barbed wire.ASTM-A570 Specification for hot-rolled carbon steel sheet and strip, structural quality.Federal Specification RR-F-191 Fencing Wire and Post Metal (and Gates, Chain Link Fence Fabric and Accessories)ELECTRICAL1. Contractor shall review the contract documents prior to the ordering of the electrical equipment and starting the actual construction.Contractor shall issue a written notice of all findings to the architect listing any discrepancies or conflicting information.2. Verify exact locations and mounting heights of electrical equipment with owner prior to installation.3.All materials and equipment shall be new and in good working condition when installed and shall be of the best grade and of the samemanufacturer throughout for each class or group of equipment. Materials shall be listed "J" where applicable. Materials shall meet withapproval of all governing bodies having jurisdiction. Materials shall be manufactured in accordance with applicable standards establishedby ANSI, NEMA, NSFU and "UL" listed.4. All conduit shall have a pull string.5.Provide Project Manager with one set of complete electrical "As Installed" drawings at the completion of the job showing actualdimensions, routing and circuits.6. The entire electrical installation shall be grounded as required by IBC, NEC and all applicable codes.7.Patch, repair and paint any area that has been damaged in the course of the electrical work.8. Wire and cable conductors shall be copper 600 amp, type THHN or THWN with a minimum size of #2 AWG color-coded. All rectifierdrops shall be stranded to accept crimp connectors.9. All chemical ground rods shall be "UL" approved.10.Meter socket amperes, voltage, number of phases shall be as noted on the drawings, manufactured by Milbank or approved equal andshall be utility company approved.11.CONDUITA. Electrical metallic tubing shall have UL label; fitting shall be gland ring compression type.B.Flexible metallic conduit shall have UL listed label and may be used where permitted by code. Fittings shall be "Jake" or "Squeeze"type. All flexible conduits shall have full length ground wire.C. All underground conduit shall be PVC Schedule 40 with UV protection (unless noted otherwise) at a minimum depth of 24" belowgrade.12. Contractor to coordinate with utility company for connection of temporary and permanent power to the site. The temporary power andall hookup costs are to be paid by the contractor.13. All electrical equipment shall be labeled with permanent engraved plastic labels with white on blue background lettering(minimum letter height shall be 1/4"). Nameplates shall be fastened with stainless steel screws, not adhesive.14.GROUNDING ELECTRODE SYSTEMA. PREPARATIONi.Surface Preparation:All connections shall be made to bare metal. All painted surfaces shall be field inspected and modified to ensure propercontact. No washers are allowed between the items being grounded. All connections are to have a non-oxidizing agentapplied prior to installation.ii. Ground Bar Preparation:All copper ground bars shall be cleaned, polished and a non-oxidizing agent applied. No fingerprints or discolored copperwill be permitted.iii. All grounding conductors shall run through seal tight wherever conductors run through walls, floors or ceilings. Ifconductorsmust run through EMT, both ends of conduit shall be grounded. Seal both ends of conduit with silicone caulk.B.GROUND BARSi. All ground bars shall be 1/4" thick copper and of size indicated on drawings.C. EXTERNAL CONNECTIONSi. All grounding connections shall be made by the exothermic weld process. Connections shall include all cable, splices, tee's,x's, etc. All cable to ground rods, ground rod splices and lightning protection systems are to be as indicated. All materialsused (molds, welding metal, tools, etc.) shall be cadweld and installed per manufacturer's recommended procedures.D. GROUND RODSi. All ground rods shall be 5/8" diameter by 10'-0" long "copperweld" or approved equal of the number and locationsindicated.Ground rods shall be driven full length vertically in undisturbed earth.E.GROUND CONDUCTORSi. All ground conductors shall be standard tinned, solid bare copper, annealed and size indicated on drawings.F. GROUND RINGi. The external ground ring encircling the tower (if applicable) and future carrier shall be minimum size of No. 2 AWG solidtinned, bare copper conductor in direct contact with the earth at a depth specified on plan sheets and details. Conductorbends shall have a minimum bending radius of eight inches.ii. All external ground rings are to be joined together and all connections must be cadwelded. No lugs or clamps will beaccepted.G. FENCE / GATEi. Ground each gatepost, corner post and gate as indicated on drawing. Ground connections to fence posts and all otherconnections for the ground grid system shall be made by exothermic weld process and installed per manufacturer'srecommendations and procedures and sprayed and cold-galvanized paint.GENERAL NOTESSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGN.T.S.
APPROX. CLSCALEREVISION:SHEET NUMBER:L1-11305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALLANDSCAPING PLAN0ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-16740(F)(C)(G)EXISTINGPRIVATEDRIVEWAY(I)(A)(D)(E)30' ACCESS ANDUTILITY EASEMENT(H)(B)12'66.42'9'55'60'26.5'NOTES:(A) PROPERTY LINE (HOA)(B) PROPOSED 6'-0" STRONGHOLD IRON FENCE(C) PROPOSED 120' MONOPOLE TOWER(D) EXISTING TREE (TO REMOVE)(E) EXISTING TREE (TO REMAIN)(F) PROPOSED TOWER COMPOUND (GRAVELED)(G) PROPOSED LANDSCAPING NELLIE R STEVENS HOLLY(H) PROPOSED 12' DOUBLE SWING GATE(I) PROPOSED SITE ENTRANCE (GRAVELED)(J) PROPOSED 3'-0"x5'-0" WIDE LANDSCAPE SCREEN BUFFERLANDSCAPING PLANSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSINGCOUNTY RD 3680'200'400'3'(J)1"=20'PROPERTY LINEPROPOSED LIVING SCREENING.NELLIE R STEVENS HOLLY, MINHEIGHT 5' (TYP.) PLANTINGSEPARATION - 5.5' (TYP.)
SCALEREVISION:SHEET NUMBER:L1-21305 NORTH LOUISVILLE AVETULSA, OK 74115(918) 834-2200ISSUED FOR:CHECKED BY:DRAWN BY:911 ADDRESS:DESCRIPTIONREVDATEPROJECT NAME:PROJECT NO:0FOR APPROVAL03/13/251781RSRGH/MK/SLTFITZHUGHTBD CR 368, ANNA, TX 75409SPECIALTY TELECOMUNICATIONSSERVICES, LLC13431 BROADWAY EXT., SUITE120. OKLAHOMA CITY. OK 73114405-753-7167PROPERTY OWNERURBAN CROSSING HOAOWNER ADDRESS PO BOX 384 ANNA, TX 75409-00384OWNER CONTACT NAMESTEVE S.OWNER PHONE #214-244-1541APPROVALTREE PLANTING DETAIL1ETHAN T. VAN METERPROFESSIONAL ENGINEER - TEXASREGISTRATION NO.: 149870FIRM NO.: F-167401L1-2TYPICAL PLANTING DETAILSCALE: N.T.S.PROPOSED LANDSCAPINGSPECIES: NELLIE R STEVENS HOLLYMINIMUM HEGHT AT PLANTING:5 FTTYPICAL PLANTING SEPARATION: 5.5 FT.FINISHED GRADETREE PLANTING DETAILSP 25-001URBAN CROSSINGLOT 19R, BLOCK A.0.898 ACRESCITY OF ANNA,COLLIN COUNTY,TEXAS.SURVEY BY POINT TO POINT LANDSURVEYORS DATED 05/08/25ABSTRACT NAME: URBAN CROSSING5' TYP.N.T.S.
Products for a Growing World of Technology®
1 Fairholm Avenue
Peoria, IL 61603 USA
Phone: (309)-566-3000
Fax: (309)-566-3079
March 18, 2025
Hemphill, LLC
1305 N. Louisville Ave.
Tulsa, OK 74115
Attn: Matt Kline
Reference: 120 FT Tapered Steel Pole
Fitzhugh, TX
Q25-10290-1
To Whom It May Concern,
The referenced Pole will be designed to meet the specified loading requirements in
accordance with ANSI/TIA-222-H for a 106 mph 7-16 Ultimate Wind Speed with no ice and a 30
mph 3-second gust wind speed with 1.50 inches radial ice, Risk Category II, Exposure Category
C, and Topographic Category 1.
It is our understanding that the design of the referenced Pole requires consideration of
a contained fall radius in the event that a catastrophic wind speed would result in collapse.
Although the Pole will not be designed to fail, stronger sections where required by analysis will
be provided in the lower sections of the Pole. This will result in an increased safety factor in the
lower sections of the Pole. This design will enable the Pole to fail through a combination of
bending and buckling in the upper portion of the Pole under a catastrophic wind loading.
Failure in this manner would result in the upper portion of the Pole folding over the lower
portion, resulting in a fall radius no greater than 0 feet.
Please contact us at your convenience should you have further questions concerning the
safety of Pole structures or other aspects of Pole design.
Sincerely,
Allen Schneider, P.E.
Senior Design Engineer
03/18/2025
Item No. 6.b.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Lauren Mecke
AGENDA ITEM:
Consider/Discuss/Action on a Resolution regarding Surdukan City, Block A, Lot 1,
Development Plat (DP 25-0002)(Planning Manager Lauren Mecke)
SUMMARY:
One residential lot located on 13.5± acres, 460± feet east of County Road 480, 1,500±
feet north of W. Houston Street (FM 2862). Located in the ETJ.
The applicant is requesting to appeal the Planning & Zoning Commission's denial of a
Development Plat with four waivers from Article 9.02 Subdivision Regulations.
FINANCIAL IMPACT:
This item has no financial impact.
BACKGROUND:
This is an appeal of the Planning & Zoning Commission's denial of the
Development Plat.
At the May 5, 2025 Planning & Zoning Commission Meeting, the Commission voted 7-0
to recommend denial of the requested waivers and the Development Plat to the City
Council because the Development Plat is not in conformance with the following sections
of Article 9.02 Subdivision Regulations:
• Sec. 9.02.087(b),
• Sec. 9.02.081(c)(1),
• Sec. 9.02.081(c)(6), and
• Sec. 9.02.081(o).
The property does not have frontage on County Road 480 or platted access easements.
The property lies between Elm Grove Cemetery to the west and Elm Grove Creek to the
east. Portions of the northern and southern property line and the entirety of the eastern
property line abut the Collin County Adventure Camp. The property owner also owns
one of the residential properties abutting the northern property line.
As illustrated on Exhibit A (Development Plat), the applicant is proposing to build eight
dwelling units, three barns, and 14 accessory buildings on one lot. Per the Subdivision
Regulations, the development of unplatted property in the ETJ requires the property to
be platted by a Development Plat. The Development Plat must meet the City's
Subdivision Regulations.
Waivers Requested
The applicant is requesting a waiver from:
Sec. 9.02.081(c) Adequacy of Streets and Thoroughfares -
(1) Responsibility for the adequacy of streets and thoroughfares.
The property owner shall ensure that the subdivision is served by adequate streets
and thoroughfares, and shall be responsible for the costs of rights-of-way and street
improvements, in accordance with the following policies and standards, and subject
to the City’s cost participation policies on oversized facilities.
The applicant is not proposing a new street within the development despite the large
number of dwellings being proposed.
Sec. 9.02.081(c)(6) Street Dedications -
(A) Dedication of Right-of-Way
The developer shall dedicate all rights-of-way required for existing or future streets,
and for all required street improvements, including perimeter streets and approach
streets, as shown in the comprehensive plan and as required by the design
standards or by other valid development plans approved by City Council.
The applicant is not proposing a new street within the development. The applicant is
proposing an access easement through the property that would exceed the Fire
Department's maximum length without an approved turn-around.
Sec. 9.02.081(o) Maximum and Minimum Length of Block or Street Segments -
The maximum length of any block or street segment, including a looped street, shall
be 1,200 feet and the minimum length of any block or street segment shall be 400
feet, as measured along the street centerline and between the point(s) of intersection
with other through streets. A cul-de-sac or dead-end street shall not be considered a
through street. The block length is not measured along the side of a block that does
not include the front of any lot.
The applicant is proposing an access easement within the tract that exceeds the
1,200-foot length even if it were to be a dedicated street.
Sec. 9.02.087(b) Lots -
(b) Minimum frontage on a public street. Each lot on a subdivision plat shall front onto
a dedicated, improved public street, unless platted as an approved private street
subdivision in accordance with these subdivision regulations. All lots shall have a
minimum of 40 feet of frontage along the property line of a dedicated, improved street
unless other provisions have been authorized under article 9.04 or an approved
planned development district.
The tract as it exists today does not front onto a public or private street nor does it
have a platted road or access easement.
Staff Recommendation
Sec. 9.02.047(e) provides the Standards of Approval for Development Plats as follows:
The development plat shall not be approved until the following standards have been
satisfied:
(1) The proposed development conforms to all City plans, including but not limited to,
the Comprehensive Plan, utility plans, and applicable capital improvements plans;
(2) The proposed development conforms to the requirements of the Zoning Ordinance
(if located within the City's corporate limits) and these subdivision regulations;
(3) The proposed development is adequately served by public facilities and services,
parks, and open space, to the extent necessary based on the nature of the
development, and in conformance with City regulations;
(4) The proposed development will not create a safety hazard on a public street (such
as by not providing adequate on-site parking or vehicle maneuvering space for a
restricted-access/gated entrance);
(5) Appropriate agreements for acceptance and use of public dedications to serve the
development have been tendered; and
(6) The proposed development conforms to the design and improvement standards
contained in these subdivision regulations and in the City's design standards, and to any
other applicable codes or ordinances of the City that are related to development of a
land parcel.
According to Sec. 9.02.002, the purpose for the adoption of the Subdivision Regulations
includes, but is not limited to:
- To protect and provide for the public health, safety, and general welfare of the City.
- To ensure safety from fire, flood, and other danger and to prevent overcrowding of the
land and undue congestion of the population.
The applicant is proposing to develop the site with eight small homes and associated
accessory structures. The site can only be accessed by a private, unpaved driveway
that goes through the applicant's property to the north. Additionally, there are no platted
access easements from any surrounding property to the site to provide adequate
access from the road to the site. Staff have recommended that the applicant build a
road through his property fronting County Road 480 to the site and secure an
emergency access easement from Elm Grove Cemetery to the west to obtain a required
second point of access. The applicant has expressed that he has no intention of
building a road to city standards but would construct a fire lane that exceeds the
maximum length without an approved turn-around to ensure adequate public safety and
trash removal access to the site. The development of this site as proposed would violate
the purpose of the Subdivision Regulations, which is to protect the public safety and
general welfare of the community.
Due to the number of proposed dwelling units on the tract and the limited access, staff
recommended denial of the requested waivers and of the Development Plat.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Unique.
ATTACHMENTS:
1. Locator Map - Surdukan City, Block A, Lot 1, Development Plat (DP 25-0002)
2. Driveway Location Staff Exhibit-Surdukan City_Block A_Lot 1 Development Plat
(DP 25-0002)
3. Resolution - Surdukan City, Block A, Lot 1, Development Plat (DP 25-0002)
4. Exhibit A - Surdukan City, Block A, Lot 1, Development Plat (DP 25-0002)
5. Waiver Request - Surdukan City, Block A, Lot 1, Development Plat (DP 25-0002)
COUNTY ROAD 480F
M
2
8
6
2 ADVENTUREWAYPilotGroveCreekEast
ForkTri
n
i
t
y
Ri
v
erSisterGroveCreekVan Alstyne
75 SH 121
SH 5
Subject
Property
City Limits
ETJ
¯
0 400 800200
Feet
April 2025
Surdukan City, Block A, Lot 1
Development Plat (DP 25-0002)
Inset Map
Current Driveway to
Applicant's Homestead
Proposed Driveway to SiteStaff Exhibit Graphic Showing Proposed Driveway Extension
(Not to Scale - For illustrative Purposes Only)
Staff Exhibit
Surdukan City, Block A, Lot 1 Development Plat (DP 25-0002)
CITY OF ANNA, TEXAS
RESOLUTION NO. _____________________
A RESOLUTION OF THE CITY OF ANNA, TEXAS DENYING SURDUKAN CITY, BLOCK A,
LOT 1, DEVELOPMENT PLAT (DP 25-0002)
WHEREAS, In order to provide for the orderly development of land within the Anna city limits
and extraterritorial jurisdiction, the City Council of the City of Anna, Texas has adopted Article
9.02 (“Subdivision Regulations of the Anna City Code of Ordinances; and
WHEREAS, David and Karen Surdukan have submitted an application for the approval of
Surdukan City, Block A, Lot 1, Development Plat; and
WHEREAS, the applicant requests a waiver from Article 9.02 (Subdivision Regulations)
regarding the Adequacy of Streets and Thoroughfares, Street Dedications, and Maximum and
Minimum Length of Block or Street Segments; and
WHEREAS, at their May 5, 2025 meeting, the Planning & Zoning Commission provided City
Council a recommendation for denial based on violations of § 9.02.081 & § 9.02.087 of the
Subdivision Regulations; and
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. Basis for Denial
The application is denied based on the conclusion that the Applicant is not dedicating right-of-
way, is not improving the existing access easement to city standards, the Property is on a street
that exceeds the maximum block length, does not have frontage along a public street, and the
Applicant has not provided proof of adequate wastewater service, this application does not
comply with § 9.02.081 & § 9.02.087 of the Subdivision Regulations, specifically the following
subsections:
§ 9.02.081 Streets
(c) Adequacy of streets and thoroughfares
(1) Responsibility for adequacy of streets and thoroughfares. The property owner
shall ensure that the subdivision is served by adequate streets and thoroughfares, and
shall be responsible for the costs of rights-of-way and street improvements, in
accordance with the following policies and standards, and subject to the city’s cost
participation policies on oversized facilities.
(6) Street dedications.
(A) Dedication of right-of-way. The developer shall dedicate all rights-of-way
required for existing or future streets, and for all required street improvements, including
perimeter streets and approach streets, as shown in the comprehensive plan and as
required by the design standards or by other valid development plans approved by city
council.
(o) Maximum and minimum length of block or street segments. The maximum length of
any block or street segment, including a looped street, shall be 1,200 feet and the
minimum length of any block or street segment shall be 400 feet, as measured along
the street centerline and between the point(s) of intersection with other through streets.
A cul-de-sac or dead-end street shall not be considered a through street. The block
length is not measured along the side of a block that does not include the front of any
lot.
§ 9.02.087 Lots
(b) Minimum frontage on a public street. Each lot on a subdivision plat shall front onto a
dedicated, improved public street, unless platted as an approved private street
subdivision in accordance with these subdivision regulations. All lots shall have a
minimum of 40 feet of frontage along the property line of a dedicated, improved street
unless other provisions have been authorized under article 9.04 or an approved planned
development district.
Section 4. Denial of Final Plat.
The City Council hereby denies the application for Surdukan City, Block A, Lot 1,
Development Plat.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 27th day
of May, 2025.
ATTEST: APPROVED:
_____________________________ ______________________________
City Secretary, Carrie Land Mayor, Pete Cain
Item No. 6.c.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact:
AGENDA ITEM:
Consider/Discuss/Action on a Resolution approving a Development Agreement with
OPP-Oak Ridge, LP. (Director of Economic Development Bernie Parker)
SUMMARY:
Staff recommends approval of a Development Agreement with OPP-Oak Ridge, LP.
regarding the Oak Ridge Project, a mixed-use, master-planned development located on
808 acres of land west of US 75. The agreement outlines responsibilities for public
infrastructure, utility services, community amenities, financial obligations, and long-term
development standards.
FINANCIAL IMPACT:
The development features 3,000 single-family homes, generating $10.2 million in
collected PID fees.
BACKGROUND:
OPP-Oak Ridge, LP will build a master planned community on 808 acres of land west of
US 75 and it will be annexed into the City of Anna. Below is a list of key development
terms associated with development:
Public Infrastructure
• Developer to fund, construct, and install all required public infrastructure (streets,
utilities, lighting, drainage, parks, trails, signage) in accordance with City
Regulations and with City Engineer approval.
Wastewater Improvements
• Developer to construct on-site and major off-site sewer improvements (Exhibit F).
• City is responsible for constructing 54" Trinity Line by January 1, 2029.
Water Improvements
• Developer to construct on-site and major water lines (Exhibit G).
• Developer reimbursed for City-requested oversizing from 12” to 16”.
Community Amenities
• Developer to construct two amenity centers and four optional recreational
amenities of the nine options listed in the agreement.
• Amenity Center #1: Minimum 4,000 sq. ft. building, pool, playground, open space
by 250th permit.
Parkland and Trails
• Developer to dedicate open space and trails as shown in Exhibit J.
• Park dedication requirements waived if constructed and dedicated on schedule.
Impact Fees
• Impact Fees assessed per City rates at permit application.
• Developer reimbursed for eligible improvements via dedicated Impact Fee
Account on a quarterly basis.
Public Site Dedications
• Developer to dedicate land for a municipal use and a school site per district
specifications.
Phasing
• Project may be developed in multiple phases; each requires plat approval per
City requirements.
PID and Bonds
• Developer to pay non-reimbursable City PID Fee per lot.
• PID Bonds may be issued subject to satisfaction of financial, regulatory, and
infrastructure conditions.
• Amenity Center #1 must be completed for issuance of third PID Bond series.
TIRZ Creation
• City to create a 49-year Tax Increment Reinvestment Zone (TIRZ) within one
year.
• TIRZ may include subzones for residential and commercial uses.
Annexation
• Developer to submit voluntary annexation petition within 90 days.
Institutional Rental Restriction
• Developer prohibited from selling more than 5% of detached lots to institutional
investors.
STRATEGIC CONNECTIONS:
Goal 1: Sustainable Anna Community Through Planned Managed Growth
ATTACHMENTS:
1. (OPP) OAK RIDGE -- Development Agreement [COMPILED-DEV EXECUTED]
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 1
707676078v10
OAK RIDGE DEVELOPMENT AGREEMENT
This Oak Ridge Development Agreement (this “Agreement”) is entered into by and
between the CITY OF ANNA, TEXAS, a Texas home-rule municipality (the “City”) and OPP-
OAK RIDGE, LP, a Texas limited partnership and its successors and assigns (the “Developer”)
(each individually, a “Party,” 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, the Developer owns approximately 808.221 acres of real property, described
by metes and bounds in Exhibit A (the “Property”); and
WHEREAS, the Property is located within the extraterritorial jurisdiction (the “ETJ”) of
the City; 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, commercial and other mixed-use
development constructed over multiple phases and is to be known and referred to as “Oak Ridge”
(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
WHEREAS, the Illustrative Layout is intended to comply with the vision of the 2050
Comprehensive Plan; and
WHEREAS, the Developer intends to file a voluntary petition for annexation of the
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 the Developer’s 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 one or more public improvement districts encompassing the Property
to provide financing arrangements that will enable the 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 2
reimbursement will be installment payments from Assessments within the PID, provided that such
reimbursements shall be subordinate to the payment of PID Bonds and Administrative Expenses;
and
WHEREAS, in consideration of the Developer’s agreements and promises contained
herein, as allowed by law, the City agrees to exercise its powers under the TIRZ Act to create the
TIRZ and to dedicate funds from the TIRZ as provided 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 on the portions of the Property designated for commercial development;
WHEREAS, the Parties desire and intend for the design, funding, 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 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 any Indenture, intends to: (i) adopt a Service and Assessment Plan; (ii) adopt one or more
Assessment Ordinances (to pay for a specified portion of the PID Projects and approved by the
City 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 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 understands and acknowledges that the obligations undertaken
under this Agreement are primarily for the benefit of the Property; and
WHEREAS, the Developer understands and acknowledges that acceptance of this
Agreement is not an exaction or a concession demanded by the City but rather is an undertaking
of Developer’s voluntary design to ensure consistency, quality, and adequate infrastructure that
will benefit development of the Property; and
WHEREAS, the City and the Developer agree and acknowledge that the Property may be
developed and used in accordance with the Agreed Development Plan (as defined herein) set forth
in this Agreement; and
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 3
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 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 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
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 and the TIRZ.
Administrator means an employee, consultant, or designee of the City who shall have the
responsibilities provided in the Service and Assessment Plan, an 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 the Developer on a Phase-by-Phase basis 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).
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 4
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 the applicable 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 costs incurred by the Developer for the construction,
contributions, or dedications of Capital Improvements, including actual costs of design,
engineering, construction, acquisition, and 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 by the City 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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 5
City Engineer means the person or entity acting as the City Engineer.
City Manager means the current or acting City Manager of the City 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 the Developer
to the City in accordance with the established City PID Policy and in accordance with Section 5.21
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 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 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, if and only to the extent waived, on the Property in accordance with this Agreement.
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 the Developer executed contemporaneously with the issuance and sale of a series of PID Bonds.
Developer Improvement Account means each construction fund account created under an
Indenture, if any, funded by the Developer, and used to pay for portions of the acquisition, design,
and construction of the PID Projects for a particular Phase of the Project attributable to a
Developer, the need for which account shall be determined on a Phase-by-Phase basis.
Development Standards mean the design specifications and construction standards
identified in Section 5.13 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 or POA.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 6
ETJ shall have the meaning given to it in the Recitals.
Fire Station Site means a tract of land of up to a maximum of five (5) acres (or such size
as agreed to by the Developer and the City at the time of dedication).
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 one or more homeowners associations formed with respect to any single-
family residential portion of 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.
Impact Fees means those fees assessed and charged against the Project in accordance with
Chapter 395 and as defined therein.
Impact Fee Reimbursements means payments made by the City to the Developer to
reimburse the Developer for Capital Improvement Costs included in the Capital Improvements
Plan.
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 each trust indenture by and between the City and a trustee bank under
which PID Bonds are issued and funds are held and disbursed with respect to the particular Phase
for which such PID Bonds are issued.
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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 7
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.
Institutional Investor shall mean an entity or individual that purchases more than five (5)
detached single-family lots within the Project with the plan, intent or desire to construct or cause
to be constructed homes owned by such entity or individual thereon to be owned for rental or
leasing purposes.
Local Improvements means PID Projects that benefit one or more Phases of the property
in a PID but not the entire PID.
Major Improvements means those PID Projects that benefit all property within a PID.
Notice means any notice required by or described in 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 Property which are being developed
concurrently as finished lots.
PID means one or more public improvement districts encompassing all or a portion of the
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 issued by the 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, each PID Resolution, the SAP, and
the Assessment Ordinance(s).
PID Financial Summary means the document attached to this Agreement as Exhibit L,
which summarizes financial data related to each PID.
PID Projects means all water, wastewater/sewer, drainage, roadway, park, trail, landscape,
irrigation, hardscape, rights-of-way, and other improvements allowable under the PID Act and
benefitting and necessary to serve the Project and which shall be owned by the City and/or
dedicated to the City by plat, deed, or easement and maintained by the City (unless the City
requires another entity to maintain projects such as trails, parks or landscaping as provided in
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 8
Section 5.6 herein), 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 any
PID.
PID Resolution means a resolution adopted by the Council creating a PID in accordance
herewith, as recorded in the real property records of Collin County, Texas.
POA means one or more property owners associations that may be formed with respect to
the commercial and multifamily portions of the Project.
Project and Finance Plan means a final TIRZ Project and Finance Plan approved and
adopted by the City in accordance with this Agreement as such plan may be amended from time
to time.
Public Infrastructure means all water, wastewater/sewer, detention and drainage, roadway,
park and trail, and other infrastructure, including rights-of-way, necessary to serve the full
development of the Project and/or to be constructed by the Developer and dedicated to the City
under this Agreement; provided, however, that the term shall not drainage detention facilities to
the extent that such facilities are to be owned and maintained by an HOA or POA under this
Agreement. The term includes the PID Projects.
Real Property Records means the official land recordings of the Collin County Clerk’s
Office.
Reimbursement Agreement means an agreement by and between the City and the
Developer by which the Parties establish the terms by which the 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
respective PID, to be adopted and updated 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.
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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 9
TIRZ Revenue means the tax increment received by the City from the City property taxes
levied against the Property and to be deposited into the TIRZ Fund(s) in accordance with the TIRZ
Act.
SECTION 3
PUBLIC IMPROVEMENT DISTRICT
3.1 Creation of the PID; Levy of Assessments. The City shall approve all necessary
documents, resolutions and ordinances, including without limitation the PID Documents, required
to effectuate this Agreement, to create one or more PIDs encompassing the Property, and to levy
the Assessments. For each Phase of development, the City will prepare and approve a preliminary
Service and Assessment Plan (or amended Service and Assessment Plan) providing for the levy of
the Assessments for such Phase of the PID. Promptly following preparation and approval of a
preliminary SAP acceptable to the City and the Developer for the portion of the Property being
assessed 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 for the
applicable Phase within the PID. The Developer shall develop the 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.
Concurrent with the levy of the Assessment applicable to a particular Phase of the Project, the
Developer shall: (a) approve and accept in writing the levy of the Assessment(s) on all land owned
by the Developer 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 final
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 Developer hereby acknowledges and accepts the
Home Buyer Disclosure Program.
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 the Developer and the City and, if changed,
shall be updated by the Developer and the City consistent with the Service and Assessment Plan
and the PID Act. All approved final plats within the Property shall include those PID Projects
located therein and the respective PID Projects Cost 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, the PID Projects Cost, 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 10
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. The 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 Public
Infrastructure, the Developer’s engineer 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. Subject to Section 5.20, the
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.
(d) Operation and Maintenance. Upon inspection, approval, and acceptance of
the Authorized Improvements, the City shall maintain and operate the accepted Authorized
Improvements (except to the extent that an entity other than the City is required to maintain
improvements in accordance with Section 5.4(c) or Section 5.6).
(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, the Developer shall provide all Public Infrastructure necessary to serve the Project,
including without limitation streets, utilities, drainage, sidewalks, parks, 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 Engineer or his/her
designee. The Developer shall cause the installation of such improvements within all applicable
time frames in accordance with the City Regulations unless otherwise approved herein. The
Developer shall provide engineering studies, plan/profile sheets, and other construction documents
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 11
at the time of final platting as required by City Regulations. Such plans shall be approved by the
City 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 which includes such Public Infrastructure.
4.4 Maintenance Bonds. The 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 constructed by the Developer, arising from defective workmanship
or materials used therein, for a full period of not more than two (2) 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 the 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. The 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 such 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 the Developer, a contractor, subcontractor,
material man, or otherwise. Coverage must be on a “per occurrence” basis. All such insurance
shall be issued by a carrier which is rated “A-1” or better by A.M. Best’s Key Rating Guide 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, the 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 thirty (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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 12
5.1 Wastewater/Sanitary Sewer Facilities.
(a) Developer Obligations. Developer is responsible for the design, installation,
and construction of the wastewater/sanitary sewer improvements necessary to serve the Property
as generally depicted on Exhibit F (the “Major Sewer Improvements”), provided that the
Developer and the City Engineer may mutually agree to modifications to the sizing and location
of such improvements at the time of construction thereof. The design of all Major Sewer
Improvements shall be approved by the City in advance of the construction of same. Subject to
the City’s obligations under Section 5.20, the Developer shall be responsible for the acquisition of
any easements and other property acquisitions necessary for Major Sewer Improvements, the size
and extent of each such easement or other property interest to be approved by the City.
(b) Timing of Developer’s Obligations. Except as otherwise provided herein,
the 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 obtains approval for and executes an
improvement agreement and provides adequate security therefor in accordance with the City’s
Subdivision Regulations.
(c) Sewer Lines; City Obligations. The portion of the Project east of Trinity
Falls Parkway will be served by the existing Hurricane Creek Sanitary Sewer Line B as shown on
the City’s Wastewater Master Plan. The remainder of the Project shall be served by the 54” line
to be built in the east fork of Trinity River as shown on the City’s Master Plan (the “54” Trinity
Line”), or such other line capable of serving such Phases. The City shall construct the 54” Trinity
Line at its expense, and such 54” Trinity Line shall be operational such that it can serve all portions
of the Project west of Trinity Falls Parkway by January 1, 2029 (the “Trinity Completion
Deadline”). The City anticipates completing the easement acquisition for the 54” Trinity Line by
January 1, 2027, and the construction plan submittal and approval process for the 54” Trinity Line
is anticipated to be completed by October 1, 2027.
(d) If the City does not complete the 54” Trinity Line by the Trinity Completion
Deadline, the City agrees to provide, at its sole cost, pump and haul service for sewage until such
time as the 54” Trinity Line is complete, and the City shall approve plats and allow the issuance
of building permits in the Development in accordance with Section 5.12 below; provided that the
Developer may, at the Developer’s sole discretion, acquire easements and install the 54” Trinity
Line and the Developer shall be reimbursed for the cost of such line by the City.
5.2 Water Facilities.
(a) Developer’s General Obligations. Developer is responsible for the design,
installation, and construction of the on-site water improvements necessary to serve the Property.
Subject to the provisions of Section 5.2(c) hereof, the Developer is responsible for design,
installation, and construction of certain major water lines as generally depicted in as generally
depicted on Exhibit G (the “Major Water Improvements”). The design of water improvements
shall be approved by the City in advance of the construction of same.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 13
(b) Timing of Developer’s Obligations. Except as otherwise provided herein,
the 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 obtains approval for and executes an improvement agreement and
provides adequate security therefor in accordance with the City’s Subdivision Regulations.
(c) Major Water Improvements. The Developer will construct the Major Water
Improvements each as depicted on Exhibit G; provided that the Developer shall not be required
to install a secondary looped water system until construction of the third Phase of the Development.
Subject to the City’s obligations under Section 5.20, the Developer shall be responsible for the
acquisition of any easements and other property acquisitions necessary for Major Water
Improvements, the size and extent of each such easement or other property interest to be approved
by the City. The Major Water Improvements shall be constructed in the size shown on Exhibit
G. It is agreed that the necessary size of the water lines shown as Pod 1 Major 16” Water Line
and Pod 3 Major 16” Water Line for the needs of the Development is 12” and the oversizing of
such waterlines from 12” to 16”, respectively, has been requested by the City and the cost of such
oversizing shall be reimbursed by the City in accordance with Section 5.5 hereof.
5.3 Water and Wastewater Services; Ownership of Water and Wastewater
Infrastructure.
(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 and reserves such capacity for the Project. The City agrees to provide
a will-serve letter for water service upon written request of the Developer.
(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
standard rates and charges as similar properties 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. The Developer is responsible for the
design, installation, and construction of all on-site roadway facilities required to serve the Property.
The Developer is also responsible for design, installation, and construction of certain major road
improvements as generally depicted on Exhibit H (the “Major Roadway Improvements”), except
to the extent any such roadway is constructed and installed by the Texas Department of
Transportation (“TxDOT”). The design of all roadway improvements shall be approved by the
City in advance of the construction, except to the extent such roadways are constructed and
installed by TxDOT. Subject to the City’s obligations under Section 5.20, the Developer shall be
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 14
responsible for the acquisition of any easements and other property acquisitions necessary for
Major Roadway Improvements, the size and extent of each such easement or other property interest
to be approved by the City.
(b) Timing of General Obligations. Prior to the recordation of any final plat for
any Phase of the Project, the Developer shall complete, in a good and workmanlike manner,
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 obtains
approval for and 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. The 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, the 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 obtains approval for and 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 improvements
for the Property; provided, however, that the HOA, POA, or other entity as applicable, will
maintain and operate all drainage and detention facilities except to the extent expressly set forth to
the contrary in this Agreement.
5.5 Infrastructure Oversizing. The 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 of such
improvements attributable to the oversizing required by the City from sources other than PID Bond
Proceeds, funds from the TIRZ that the City is obligated to utilize for this Project under Section 7,
or Assessments. If the Developer is required by the City to construct or cause 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 none of the PID
Bond Proceeds, the TIRZ Increment that the City is obligated to utilize for this Project under
Section 7, or Assessments shall be utilized for financing the costs of Oversized Public
Infrastructure that is attributable to the oversizing of the Oversized Public Infrastructure.
5.6 Mandatory HOA and POA. If a Phase includes single family residential lots,
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 HOA fees (annually, quarterly or monthly) from home
owners within the PID in an amount calculated to maintain the open spaces, parks, common areas,
hike and bike trails located in common areas, portions of which trails and parks 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. Common areas including but not limited to screening,
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 15
landscaping, gardens, entrances to the 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. To
the extent that a Phase includes commercial development with open space, common areas, and the
like that are shared by more than one separately platted parcel, then, such common areas, open
space and the like shall be maintained by a POA created for such commercial or multifamily
development in the manner set forth in this paragraph or shall be maintained under a reciprocal
easement agreement, declaration of covenants, conditions and restrictions, or other covenant
regarding land use.
5.7 Illustrative Layout. 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. 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 ten percent (10%), the numbers of residential
lots in each category shown on the Illustrative Layout does not increase by greater than ten percent
(10%), and the amount of open space shown on the Illustrative Layout does not decrease by greater
than ten percent (10%). 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 the Developer shall record a memorandum of the revised
Illustrative Layout in the Real Property Records.
5.8 Community Amenities. The Developer will (or will cause) the design,
construction, maintenance, and operation of certain amenities in the Project as described in (a) and
(b) below.
(a) The Developer shall be required to construct the following amenities:
(1) An amenity center (the “Amenity Center #1”) on a minimum 2 -acre
site containing an amenity center building of at least 4,000 air-conditioned square feet
(which can be split between multiple buildings), a minimum 3,500 square-foot-size
swimming pool (which can be split between multiple pools), bathrooms, a playground
and an open recreation area, which Amenity Center #1 shall commence construction
prior to issuance of the 250th building permit and shall be completed within twenty four
(24) months of commencement of construction of Amenity Center #1; and
(2) A second amenity center located generally as shown on Exhibit C
containing an amenity center building or shaded structure, bathrooms, a playground and
an open recreation area, construction of which shall commence prior to issuance of the
1,750th building permit and be completed within eighteen (18) months of commencement
of the construction of said second amenity center.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 16
(b) The Developer further will (or will cause) the design, construction,
maintenance, and operation of certain additional amenities in the Project. The Developer shall be
required to construct four (4) of the following nine (9) amenities (such four (4) amenities, together
with the three required amenities in this section, collectively, the “Community Amenities”):
(i) playground (2-5 years of age);
(ii) playground (5-8 years of age);
(iii) sand volleyball court or tennis court or pickleball court;
(iv) basketball court;
(v) the trails and open space described in Section 5.9;
(vi) outdoor workout equipment along hike and bike trails;
(vii) Three or more pocket parks at least 1 acre in size each;
(viii) dog park; and
(ix) park benches, trash cans, and pet stations along the trail and in the
dog park.
General depictions of a portion of the Community Amenities, which are provided as examples but
are not binding on the Developer, are included on Exhibit I. To the extent that any Community
Amenities may be included as PID Projects pursuant to the PID Act, the City may, at the City’s
sole discretion, accept dedication of such Community Amenities, and such Community Amenities
may be maintained by the City or the HOA, as applicable. To the extent any Community Amenities
are not owned or dedicated to the City and maintained by the City, such Community Amenities
shall be owned and maintained by the HOA.
5.9 Parkland Dedication Credit. The Developer shall timely construct trails and
dedicate such trails as outlined in this Section 5.9, and the Developer shall dedicate open space in
the final plat for each phase each as generally depicted on Exhibit J (collectively, 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 Property. To be considered timely for any given Phase,
with respect to open space, the Developer shall dedicate the open space applicable to such Phase
as shown on Exhibit J at the time of the filing of the final plat for such Phase, with respect to the
trails applicable to such Phase, and complete construction of such trails within nine months of the
recordation of the final plat for such Phase, subject to force majeure. For any Phase that is
developed without Developer timely causing such Trails and Open Space Acreage to be
constructed and dedicated as shown on Exhibit J, the City’s otherwise applicable Park Fees shall
apply and not be waived for such Phase. Any dedication of Trail and Open Space Acreage under
this Section 5.9 may be by public access easement or fee dedication at the election of the
Developer. For the avoidance of doubt, the Developer shall not be required to provide a public
access easement or dedication of any amenity center described in Section 5.8.
5.10 Impact Fees, Generally; Reimbursements.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 17
(a) Impact Fees shall be assessed and collected on the Project 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
“Impact Fee Account”). Developer shall be entitled to full-dollar, like-kind Impact Fee
Reimbursements (e.g., water improvement costs may only be offset by water Impact Fees and not
by wastewater Impact Fees or roadway Impact Fees) for any Capital Improvement Costs incurred
by the Developer in accordance with this Agreement. Impact Fee Reimbursements shall be paid
quarterly to the Developer. At the conclusion of each annual quarter (January 1, April 1, July 1,
and October 1), Developer may request Impact Fee Reimbursements—which shall be solely
funded from funds in the Impact Fee Account—upon submittal by Developer of documentation
satisfactory to the City demonstrating the Capital Improvement Costs actually incurred and paid
by the Developer.
(b) CIP Projects. The City will consider the inclusion of the applicable projects
eligible under Chapter 395 shown on Exhibit F, Exhibit G, and Exhibit H, to the extent such
projects are not already on the City’s CIP, and any future roadway alignment for Cowan Road,
FM 455, and Trinity Falls Parkway (collectively, the “Eligible CIP Projects”) in the CIP. If
Developer incurs costs (such as and including, but without limitation, costs of construction,
engineering, staking, material testing, geotechnical testing, inspections fees, and off-site easement
acquisition) in connection with the Eligible CIP Projects before they are included in the CIP, and
such costs would otherwise qualify as Capital Improvement Costs, Developer shall be entitled to
Impact Fee Credits as described in Sections 5.10(a) and (b) and direct reimbursement from the
applicable Impact Fee Account for those costs as if the Eligible CIP Projects were Capital
Improvements as of the date Developer incurred such costs. In the event the City fails to add the
Eligible CIP Projects to the CIP, or if any of Developer’s costs fail to qualify as Capital
Improvement Costs, the City shall finance and/or reimburse Developer amounts up to the total cost
of said facilities from sources other than those derived from PID Bonds, Assessments, or the TIRZ.
5.11 Dedication of Sites for Public Purposes.
(a) Fire Station Site. When the final plat for the Phase in which the Fire Station
Site is located is filed, the Developer shall convey or dedicate the Fire Station Site to the City.
(b) School Site. At the request of Anna Independent School District, the
Developer shall convey a site in a size and in the location requested by Anna Independent School
District for use in the construction of a school within the development.
5.12 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 the applicable final plat is approved, the City approves the applicable maintenance
bond(s) required under Section 4.4, and the City issues final written acceptance of any Public
Infrastructure necessary to serve such applicable portion of the Property with utility, fire safety
(i.e., paving complete and water system/hydrants installed, tested and pressurized) and roadway
service; 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 the Developer has achieved
fire safety. To assist in the determination as to whether building permits for any Phase of
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 18
development should be issued, the Developer shall include all Public Infrastructure necessary to
serve such Phase with utility, fire safety, and roadway service 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 to provide utility and roadway service other than the 54” Trinity Line is
complete and pump and haul service is being provided pursuant to Section 5.1(d) of this
Agreement.
5.13 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”);
(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 5.15 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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 19
The Governing Regulations are considered part of this Agreement and are incorporated herein by
reference for all purposes.
5.14 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
5.15 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 Development Standards and the Zoning
Ordinance, Sign Ordinance, or Building Codes, the Development Standards shall control. 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. This Agreement shall govern
all development and land use regarding the Property or any portion thereof, as applicable.
5.16 Phasing. The Property may be developed in phases and the 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.
5.17 Vested Rights. This Agreement shall constitute a “permit” (as defined in
Chapter 245) that is deemed filed with the City on the Effective Date.
5.18 Approval of Plats/Plans. Approval by the City, the City Engineer, or other City
employee or representative, of any plans, designs, or specifications submitted by the 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 the 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 the Developer or the Developer’s
engineers, or their respective officers, agents, servants or employees, it being the intent of the
Parties that approval by the City Engineer or his/her designee signifies approval on only the general
design concept of the improvements to be constructed.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 20
5.19 Agricultural Exemption. The City acknowledges that some or all of the 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 for any Property
within the PID until PID Bonds secured by Assessments levied in the applicable portion of 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.
5.20 Eminent Domain. To the extent required, the Developer agrees to use
commercially reasonable efforts to obtain all third-party rights-of-way, consents, or easements, if
any, required for any off-site Public Infrastructure being constructed by the Developer. To the
extent required, the Developer agrees to use commercially reasonable efforts to obtain all third-
party rights-of-way, consents, or easements, if any, required for any on-site Public Infrastructure
being constructed by the Developer. If, however, the Developer 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
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 Developer’s (if requested by the Developer) or
the City’s acquisition of such third-party rights-of-way, consents, or easements as described in the
preceding two sentences, and the Developer shall pay the costs of such appraisal. The Developer
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 Developer 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 Developer 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 a 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.
5.21 Payment of City PID Fee. The Developer shall deposit or cause to be deposited
the City PID Fee payable for a particular Phase of Development into an identifiable City-owned
or controlled account as directed by the City no earlier than the date of levy of the Assessments
levied to fund Local Improvements in such Phase and no later than the 30th day after the closing
date of the PID Bonds issued to fund Local Improvements for such Phase and, after such deposit,
the City may utilize such deposit of the City PID Fee for such Phase without restriction. The City
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 21
PID Fee applicable to each Phase for Local Improvements shall be calculated in accordance with
the City PID Policy and shall be based upon the number of single-family residential lots included
within the applicable Phase of Development that are being assessed for PID Bonds issued to fund
Local Improvements. For the avoidance of doubt, the “single-family residential lot” shall include
any townhome (whether attached or detached) located in the PID. The amount of the City PID
Fee shall not increase and the City PID Fee shall not be reimbursable from Assessments, PID Bond
Proceeds or the TIRZ.
5.22 Rental Property. It is a material breach of this Agreement if a Party knowingly
sells—in any single transaction or combination of transactions—a total of more than five percent
(5%) of the total number of single-family detached lots projected to be within the Project to one
or more Institutional Investors.
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.
The 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 the 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:
(a) 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.
(b) 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.
(c) The adoption of a Service and Assessment Plan and an Assessment
Ordinance levying assessments on all or any portion of the PID benefitted by such PID
Projects in amounts sufficient to pay all costs related to such PID Bonds.
(d) 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.
(e) 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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 22
(f) The Developer is current on all taxes, assessments, fees and obligations to
the City including without limitation payment of Assessments.
(g) The Developer is not in material default under this Agreement or any other
agreement with the City.
(h) 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.
(i) 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.
(j) 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.
(k) The maximum maturity for each issuance of PID Bonds shall not exceed 30
fiscal years from the date of delivery thereof.
(l) The final maturity for any PID Bonds shall be not later than 50 years from
the Effective Date.
(m) The City has determined that the PID Bonds meet all regulatory and legal
requirements applicable to the issuance of the PID Bonds.
(n) 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
greater than the difference between the PID Projects Costs and the PID Bond Proceeds
available to fund such PID Projects Costs plus private costs to reach final lot completion
or (iii) a completion agreement; 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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 23
(o) 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.
(p) The Developer agrees to provide periodic information and notices of
material events regarding the Developer and the Developer’s development of the applicable
of the Project and any continuing disclosure agreements executed by the Developer in
connection with the issuance of PID Bonds.
(q) The Developer is not in default under a Developer Continuing Disclosure
Agreement.
(r) The gross tax equivalent rate for the annual installments of the Assessments
shall be set at a tax rate equivalent as requested by the developer, provided, the maximum
overlapping tax rate equivalent for parcels within the PID shall not exceed $3.09 per $100
assessed value when including all taxing entities at the time of the assessment of the
Property based upon the estimated average home value as defined in the Service and
Assessment Plan (the “Maximum Overlapping Tax Rate”), and after any applicable TIRZ
offset, 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.
(u) The City may not require the value to lien ratio for any PID Bonds to be
higher than 2:1; provided that the value to lien ratio for any PID Bonds may be less than
2:1, in the discretion of the City in consultation with the City’s financial advisor. The
appraised value of the portion of the PID Property in the applicable Phase to the par amount
of PID Bonds issued with respect to such Phase shall be confirmed by the retail lot value
provided in an Independent Appraisal unless such requirement is waived by the City its
sole discretion. Notwithstanding the foregoing, the value to lien ratio for Assessments shall
be not less than 1:1.
(v) The Developer and the City shall have entered into a Reimbursement
Agreement with respect to the Phase primarily benefitted by such PID Bonds.
(w) Amenity Center #1 shall be fully completed with the swimming pool having
received all required approvals for operation and the building thereon having received a
certificate of occupancy for any PID Bonds issued after the second series of PID Bonds;
provided that the City Manager may grant a waiver or extension of this provision without
a requirement to amend this Agreement.
(x) Developer has submitted to the City a fully executed Written Request to
Levy Assessments in the form attached hereto as Exhibit K (the “Levy Request”) and the
City Manager approves same in consultation with the City’s financial advisor.
6.2 Disclosure Information. Prior to the issuance of PID Bonds by the City, the
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 for any PID Bonds. The Developer agrees, represents, and warrants that any information
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 24
provided by the Developer for inclusion in a disclosure document for an issue of PID Bonds will
not, to the 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 the
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, the 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. The 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 the 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,
the 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 Creation of Tax Increment Reinvestment Zone. Not later than the earlier of one
year after the Effective Date of this Agreement and the date of the first levy of Assessments on
any portion of the Property, the City will create a TIRZ coterminous with the boundaries of the
Property, the term of which shall be forty-nine (49) years. 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 for property containing mixed use
development, which mixed use development may include commercial, multi-family or retail
development and the like (a “Commercial Subzone”). The base year of any subzone of the TIRZ
shall be the year in which the subzone is created.
7.2 TIRZ Project and Finance Plan. The City shall consider and adopt or approve the
TIRZ Documents, including a Project and Finance Plan, that allows for up to 100% of the ad
valorem tax increment generated by the TIRZ—subject to the percentage reduction and
Developer’s relinquishment of its rights as set forth in subsection (c), below—to be utilized for the
purposes of (1) paying administrative Expenses of the TIRZ, (2) offsetting Assessments and (3)
providing Chapter 380 Grants in accordance with the provisions set forth in this Section 7 and
includes the provisions necessary to effectuate this Section 7.
7.3 Single-Family Subzone.
(a) Prior to the levy of Assessments to fund Local Improvements in any Phase
in the Single-Family Subzone, funds generated from the TIRZ in such Phase in the Single Family
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 25
Subzone shall be used to provide a Chapter 380 Grant to the Developer of 100% of the ad valorem
tax increment generated within such Phase of the Single-Family Subzone until the termination of
the TIRZ; provided that no Chapter 380 Grant shall accrue and no payments of any Chapter 380
Grant in any Phase of the Single-Family Subzone shall be due to the Developer until such time as
the Local Improvements for such Phase have been completed and accepted by the City.
(b) The Developer shall submit a Levy Request for the levy of Assessments in
each Phase not later than thirty (30) days after completion of the applicable Local Improvements
in such Phase (which shall be determined by City acceptance of the applicable Local
Improvements) (the “Local Improvements Levy Request Deadline”). For any Phase of
development, if the Developer does not submit a Levy Request by the Local Improvements Levy
Request Deadline, the Chapter 380 Grant from the Single-Family Subzone for the applicable Phase
and any future Phase on which Assessments have not been levied shall be terminated and the TIRZ
participation shall be reduced to 0%; provided that the Developer shall no longer be required to
submit a Levy Request for any subsequent Phase of development if the Developer has submitted
a Levy Request under which the City has not levied Assessments and the Developer has exercised
its rights under Section 9.3 hereof.
(c) After the levy of Assessments to fund Local Improvements in any Phase in
the Single-Family Subzone, (1) the City TIRZ contribution with respect to such Phase will be
reduced from 100% to 50%, which the City agrees to use within each Single-Family Subzone of
the TIRZ (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 for Local Improvements on
assessed parcels for the costs of Authorized Improvements that qualify as TIRZ Projects under the
TIRZ Act for a period ending not earlier than 31 years from the date of the levy of Assessments
for Local Improvements in such Single-Family Subzone and (2) the Developer shall relinquish its
rights to the Chapter 380 Grant in the applicable Phase of the Single-Family Subzone for which
assessments to fund Local Improvements have been levied by execution of an appropriate
instrument evidencing the same.
7.4 Single-Family Subzone Chapter 380 Agreements. Concurrently with the creation
of the TIRZ, the City will enter into any separate Chapter 380 Agreement with the Developer
necessary to effectuate the Chapter 380 Grant in the Single-Family Subzone described in this
Agreement upon terms consistent with this Agreement. No Chapter 380 Grant to be provided
pursuant to Section 7.3 shall be subject to any performance requirements other than annexation of
the Property.
7.5 Commercial Subzone. The City agrees to use fifty percent (50%) of the ad valorem
tax increment generated within any Commercial Subzone (x) first, to pay the Administrative
Expenses for the TIRZ, (y) second to, on a parcel-by-parcel basis, offset or pay a portion of any
Assessment levied on assessed parcels in the Commercial Subzone for the costs of Authorized
Improvements and (z) third, to the extent such property is not subject to Assessments or all Tax
Increment generated by a particular parcel in the Commercial Subzone is not needed to offset
Assessments, to pay to the Developer the remaining Tax Increment generated in the Commercial
Subzone, in the form of a Chapter 380 Grant for costs of Authorized Improvements not otherwise
reimbursed under the terms of this Agreement. The City will enter into a separate Chapter 380
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 26
Agreement with the Developer for the Chapter 380 Grant related to the Commercial Subzone upon
terms mutually agreeable to the Developer and the City and consistent with this Agreement.
7.6 TIRZ Funds. The tax increment obtained from each of the TIRZ subzones shall be
placed into separate accounts as appropriate and shall be used as described above and such
provisions shall be incorporated into the Project and Finance Plan.
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 the
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 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”), the Developer shall be solely responsible
for the Cost Overrun, except as provided in Section 8.4.
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 without amending the SAP. 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 SAP and the PID, funds available from an improvement category may be used as Cost
Underruns and applied to another Improvement category without approval of the City. 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.
SECTION 9
ANNEXATION AND POST-ANNEXATION MATTERS
9.1 Annexation. Not later than ninety (90) days after the Effective Date of this
Agreement, the Developer shall submit a petition for voluntary annexation of the Property into the
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 27
City’s corporate limits. If the City is unable to complete the annexation of the Property for any
reason, including but not limited to procedural error or legal challenge, Developer shall execute
another voluntary annexation petition for the Property within ten (10) days of being requested to
do so along with additional documents reasonably necessary for the City complete the
annexation..Should the City fail to complete the annexation of the Property within one year from
the date the initial petition for voluntary annexation is delivered to the City, Developer shall have
the right to remove the Property from the City’s ETJ and terminate this Agreement with notice to
the City and, upon such termination, the Property shall remain outside of the City’s ETJ regardless
of any change of law.
9.2 Agreed Development Plan. 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 (collectively, the
“Agreed Development Plan”) and such rights to develop shall vest in the Property as of the
Effective Date regardless of whether the City zones the Property. The Developer may amend the
Illustrative Layout as provided in Section 5.7 hereof without amending this Agreement. The City
shall not require the Developer to submit any application for zoning of the Property. Should the
City Council, at any point in the future, approve zoning on any portion of the Property that is in
any way more restrictive than the Agreed Development Plan without Developer consent, then
Developer shall have the right to terminate this Agreement with respect to any portion of the
Property not zoned in accordance with the Agreed Development Plan with notice to the City
provided that such notice is provided in accordance with this Agreement within 60 days of such
action by the City Council and, within 30 days following delivery of such termination notice, the
City shall disannex the applicable Phase(s) of the Property from the City.
9.3 Consent to Creation of Municipal Utility District; Increase in TIRZ
Contribution. In the event that the City fails to levy Assessments for any portion of the Property
for which a Levy Request has been submitted within six (6) months of the Developer’s delivery
of the Levy Request as a result of any act or omission of the City, including the City’s refusal to
levy such Assessments, or as a result of any delay caused by a City-appointed consultant, and a
period of sixty days to cure such non-occurrence has passed after the Developer provides written
notice of such non-occurrence, then:
(a) the City shall be deemed to have consented to the formation of 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 for which Assessments were not levied as
described in this Section 9.3, as applicable, 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 or to effect the
issuance of bonds by the MUD to the TCEQ, the Texas Attorney General or other
agency or body with regulatory powers over the MUD; and
(b) the City shall approve the inclusion of language indicating the MUD is expected to
finance the applicable Authorized Improvements and Public Infrastructure on any
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 28
plat to be filed for the applicable Phase or Phases on which the MUD will be
created.
For the purposes of this Section 9.3, the City finds and determines that, in the event of any failure
or default by the City under this Section 9.3, the services and function to be provided by the MUD
cannot be performed by the City, and that the existence of the MUD is in the best interests of the
residents and property in the City and in the MUD.
9.4 Issuance of Bonds by Third-Party Issuer. In the event that the Developer
has delivered to the City a written request to issue PID Bonds for any portion of the PID Property
for which Assessments have previously been levied pursuant to a Levy Request, and 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 (g), (q), (v), (w) and (x) set forth under Section 6.1, have been
satisfied by the Developer and the City fails to adopt an ordinance approving the issuance of such
requested PID Bonds within six (6) months of the Developer’s delivery of the written request to
issue PID Bonds, then the Developer may assign its reimbursement rights under a Reimbursement
Agreement to a third-party issuer to facilitate the issuance of bonds to finance the applicable PID
Projects for which the applicable Assessments have been levied. In the event that the Developer
utilizes a third-party issuer to issue bonds secured by the Developer’s rights under a
Reimbursement Agreement, the Developer shall pay or reimburse the City for the costs incurred
by the City from the reasonable hourly fees of the City’s financial advisor, bond counsel,
Administrator, and City Attorney (which costs shall be evidenced by an invoice reflecting the
hourly charges and the work performed) charged in connection with the levy of the applicable
Assessments. However, for the avoidance of doubt, no City PID Fee shall be due with respect to
any portion of the property for which bonds are issued by a third-party issuer to finance PID
Projects.
9.5 Survival. In the event the Developer terminates this Agreement with respect
to a portion of the Property in accordance with this Section 9, the Developer’s rights and remedies
under this section, including disannexation and the applicable portion of the Property’s immunity
to future involuntary annexation, shall survive such termination.
9.6 Agreement for Services. Pursuant to Section 43.0672, Texas Local
Government Code, this Agreement shall constitute an agreement for the provision of services to
and service plan for the Property and 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, but not limited to, water, sewer, police, fire, animal control, trash collection, and
any other services currently provided by the City, and any other services which may be offered by
the City in the future, without discrimination and at the same standard rates and charges as similar
properties located within the City. The Developer is not required to enter into this Agreement and
do so in reliance upon the representations and covenants of the City herein. The annexation
procedures described in plain language in this Agreement require the Developer’s consent. The
Parties acknowledge and agree that—prior to the Effective Date—the City fully satisfied the
written disclosure requirements under Section 212.172(b-1) of the Texas Local Government Code.
SECTION 10
EVENTS OF DEFAULT; REMEDIES
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 29
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. Except for the remedies set forth in Sections 9.1, 9.2, 9.3 and 9.4, which
shall apply as provided in such sections, 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 the Developer does not
deliver the Levy Request for the first levy of Assessments to fund PID Projects on or before
December 31, 2030, 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 and a PID has been created, the owner of the Property must within thirty (30) days of such
termination file or caused to be filed with the City an irrevocable petition by the owner of the
applicable Property to dissolve the PID and shall thereafter promptly undertake any and all
reasonable and necessary actions to facilitate the dissolution of the PID. If this Agreement is
terminated under this Section 10.3 and a TIRZ has been created, the City may, at sole its discretion,
dissolve the TIRZ and retain and use the TIRZ Revenue and TIRZ Funds for any lawful purpose
notwithstanding any provision of this Agreement. Notwithstanding any provision of this
Agreement, the obligations of any owner of 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 the
Developer with the prior written consent of the City. The City’s consent to such assignment shall
not be unreasonably shall not be unreasonably withheld, conditioned, or delayed. Under no
circumstances shall any part of this Agreement be assigned to an Institutional Investor.
Notwithstanding the foregoing, the Developer 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 (or portion thereof), (ii) any entity formed in which the Developer or
any principal of the Developer retains an ownership interest of at least fifty-one percent (51%),
any subsidiary of the Developer, or any entity that is under common control with or controlled by
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 30
the Developer, or (iii) any lien holder on the Property. Each assignment shall be in writing
executed by the Developer, and except for a collateral assignment for the purpose of a lending
arrangement, shall be signed by 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 the Developer shall release the Developer from any
liability that resulted from an act or omission by such Party that occurred prior to the effective date
of the assignment unless the City approves the release in writing. The Developer shall maintain
written records of all assignments made by the Developer, respectively, 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 other than a
collateral assignee 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, and (d) the Developer (which shall have the obligations described herein), 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 a Developer with respect to such part of the Property 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 the Developer 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 Developer 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 Developer 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 31
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
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 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 the Developers 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 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 Developer
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.
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 32
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.
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,
INCLUDING ITS 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
THE DEVELOPER, INCLUDING THE NEGLIGENCE OF ITS 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. THE DEVELOPER 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 THE
DEVELOPER AND THE CITY, THE DEVELOPER’S INDEMNITY OBLIGATION WILL BE
LIMITED TO A FRACTION OF THE TOTAL CLAIMS EQUIVALENT TO THE
DEVELOPER’S OWN PERCENTAGE OF RESPONSIBILITY. THE DEVELOPER
INCLUDING ITS SUCCESSORS AND ASSIGNS, FURTHER COVENANT AND AGREE 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 33
CITY’S APPROVAL OF ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION
WITH RESPECT TO THE PROPERTY.
12.8 Status of Parties. At no time shall the City have any control over or
charge/supervision of the 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 the 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: rhenderson@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, Texas 75201
E-mail: rsegura@mphlegal.com
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 34
To the Developer: OPP-Oak Ridge, LP
Attn: Teague Griffin
1061 N. Coleman Street, Suite 90
Prosper, Texas 75078
E-mail: teague@bgrea.com
With copies to: Greenberg Traurig, LLP
Attn: Drew Slone
2200 Ross Ave., Suite 5200
Dallas, Texas 75201
E-mail: drew.slone@gtlaw.com
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 the Developer
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 Developer 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
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 represents and warrants that this Agreement has
been approved by appropriate action of the Developer, and that each individual executing this
Agreement on behalf of the Developer 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 35
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.
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)
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 36
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 makes 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 Developer 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. The Developer 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 the Developer 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.
b. No Boycott of Israel. The Developer 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. The Developer 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. The Developer 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 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
OAK RIDGE DEVELOPMENT AGREEMENT PAGE 37
confirms receipt of the Form 1295 from the Developer to the extent that each 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 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, 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 Metes and Bounds Description of the Property
Exhibit B Depiction of the Property
Exhibit C Illustrative Layout
Exhibit D Development Standards
Exhibit E Authorized Improvements and Budgeted Costs
Exhibit F Major Sewer Improvements
Exhibit G Major Water Improvements
Exhibit H Major Roadway Improvements
Exhibit I Conceptual Amenity Depictions
Exhibit J Trail and Open Space Improvements
Exhibit K Form of Written Request to Levy Assessments
Exhibit L PID Bond Financial Summary
[SIGNATURES PAGES AND EXHIBITS FOLLOW]
Development Agreement Signature Page
EXECUTED BY THE PARTIES TO BE EFFECTIVE ON THE EFFECTIVE DATE:
CITY OF ANNA, TEXAS
By:
Name: Pete Cain
Title: Mayor
Date:
STATE OF TEXAS §
COUNTY OF COLLIN §
This instrument was acknowledged before me on this ___ day of __________, 2025, by
Pete Cain, Mayor of the City of Anna, Texas, on behalf of said City.
Notary Public, State of Texas
[SEAL]
Approved as to form:
___________________________
Clark McCoy, City Attorney
A-1
Exhibit A
Metes and Bounds Description of the Property
EXHIBIT A
TRACT 1
BEING a tract of land situated in the W. Garnett Survey, Abstract No. 355, the J. White Survey,
Abstract No. 1015, the B. White Survey, Abstract No. 1016, R. Phalen Survey, Abstract No.
694, C. Bourland Survey, Abstract No. 39, and the J. Cahill Survey, Abstract No. 144, Collin
County, Texas, and being all of a called 29.04 acre tract of land described in a deed to Daniel
James Cahill and wife, Birgit Ortlepp Cahill, as recorded in Instrument No. 92-0075241 of the
Official Public Records of Collin County, Texas, all of a called 14.803 acre tract of land
described in a deed to Daniel James Cahill and Birgit O. Cahill, as recorded in Instrument No.
20060316000351960 of the Official Public Records of Collin County, Texas, all of a called
80.818 acre tract of land described in a deed to Annaland, Ltd., as recorded in Volume 5930,
Page 1868 of the Deed Records of Collin County, Texas, all of a called 29.000 acre tract of land
described in a deed to Annaland, Ltd., as recorded in Instrument No. 20060227000248840 of
the Official Public Records of Collin County, Texas, remainder of a called 192.50 acre tract of
land described in a deed to Annaland, Ltd., as recorded in Volume 5808, Page 1478 of the
Deed Records of Collin County, Texas, all of a called 4.649 acre tract of land described in a
deed to Annaland, Ltd., as recorded in Instrument No. 20090708000857040 of the Official
Public Records of Collin County, Texas, and all of a called 187.62 acre tract of land described in
a deed to Annaland, Ltd., as recorded in Volume 5806, Page 3203 of the Deed Records of
Collin County, Texas, same being a portion of Lot 8 and all of Lots 6 and 7 of East Fork Estates,
according to the plat thereof recorded in Cabinet C, Page 206 of the Plat Records of Collin
County, Texas, and being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod found for the northwest corner of said 80.818 acre tract,
common to the northeast corner of said East Fork Estates, same being on the southerly right of
way line of F.M. Highway 455, an 80 foot wide right of way;
THENCE South 88°28'18" East, along the northerly line of said 80.818 acre tract and the
southerly right of way line of said F.M. Highway 455, a distance of 515.28 feet to a 1/2 inch iron
rod found for a northeast corner of said 80.818 acre tract, common to the northwest corner of a
called 0.830 acre tract of land described in a deed to James C. Welch, as recorded in Volume
5799, Page 2562 of the Deed Records of Collin County, Texas;
THENCE South 01°53'27" East, departing the southerly right of way line of said F.M. Highway
455, continuing along the northerly line of said 80.818 acre tract and along the westerly line of
said 0.830 acre tract, a distance of 91.34 feet to a 6 inch wooden fence post found for an ell
corner of said 80.818 acre tract, common to the southwest corner of said 0.830 acre tract;
THENCE South 89°59'54" East, continuing along the northerly line of said 80.818 acre tract and
along the southerly line of said 0.830 acre tract, a distance of 326.61 feet to a 1/2 inch iron rod
found for an ell corner of said 80.818 acre tract, common to the southeast corner of said 0.830
acre tract;
THENCE North 15°04'51" East, continuing along the northerly line of said 80.818 acre tract and
along the easterly line of said 0.830 acre tract, a distance of 130.66 feet to a 1/2 inch iron rod
with plastic cap stamped “Metroplex 3689” found for a northwest corner of said 80.818 acre
- LEGAL DESCRIPTION
tract, common to the northeast corner of said 0.830 acre tract, same being on the southerly line
of a called 47-1/3 acre tract of land described as “The Kelly Place” in a deed to MJLA Adams,
Ltd., as recorded in Instrument No. 20110505000462590 of the Official Public Records of Collin
County, Texas;
THENCE South 88°44'32" East, continuing along the northerly line of said 80.818 acre tract and
along the southerly line of said 47-1/3 acre tract, a distance of 240.00 feet to a 6 inch wooden
post found for the northeast corner of said 80.818 acre tract, common to an ell corner of said
47-1/3 acre tract;
THENCE South 00°42'04" West, along the easterly line of said 80.818 acre tract and the
westerly line of said 47-1/3 acre tract, a distance of 941.62 feet to a 6 inch wood fence post
found for an ell corner of said 80.818 acre tract, common to the southernmost southwest corner
of said 47-1/3 acre tract;
THENCE South 88°25'45" East, along the northerly line of said 80.818 acre tract and the
southerly line of said 47-1/3 acre tract, a distance of 1,184.32 feet to a 5/8 inch iron rod with
plastic cap stamped “KHA” set for the easternmost northeast corner of said 80.818 acre tract,
common to the southeast corner of said 47-1/3 acre tract, same being on the westerly right of
way line of aforesaid F.M. Highway 455, from which, a 1/2 inch iron rod found for witness bears
South 84°10’ East, 1.04 feet;
THENCE South 02°09'19" West, along the easterly line of said 80.818 acre tract and the
westerly right of way line of said F.M. Highway 455, a distance of 604.27 feet to a 5/8 inch iron
rod with plastic cap stamped “KHA” set for the northernmost southeast corner of said 80.818
acre tract, common to the northeast the J.P. Harris Addition, according to the plat thereof
recorded in Cabinet G, Page 65 of the Plat Records of Collin County, Texas;
THENCE North 87°49'20" West, departing the westerly right of way line of said F.M. Highway
455, along the southerly line of said 80.818 acre tract and the northerly line of said J.P. Harris
Addition, a distance of 599.72 feet to an ell corner of said 80.818 acre tract, common to the
northwest corner of said J.P. Harris Addition, same being in the meanders of a small branch;
THENCE along the easterly line of said 80.818 acre tract, the westerly line of said J.P. Harris
Addition, and the meanders of said small branch, the following courses and distances:
South 68°00'20" East, a distance of 61.00 feet to a point for corner;
South 15°14'40" West, a distance of 177.00 feet to a point for corner;
South 30°40'40" West, a distance of 199.90 feet to a point for corner;
South 02°24'22" West, a distance of 92.08 feet to a point for corner;
North 88°07'20" West, a distance of 78.00 feet to a point for corner;
South 57°23'40" West, a distance of 79.00 feet to a point for corner;
South 28°45'19" West, a distance of 190.85 feet to the southernmost southeast corner of
said 80.818 acre tract, common to the southwest corner of said J.P. Harris Addition,
same being on the northerly line of aforesaid 187.62 acre tract;
THENCE South 88°27'14" East, along the northerly line of said 187.62 acre tract and the
southerly line of said J.P. Harris Addition, a distance of 2.49 feet to a point for corner;
THENCE South 89°17'06" East, continuing along the northerly line of said 187.62 acre tract and
the southerly line of said J.P. Harris Addition, a distance of 667.60 feet to a 1/2 inch iron rod
found for the northernmost northeast corner of said 187.62 acre tract, common to the northwest
corner of a called 0.99 acre tract of land described in a deed to Brandon J. Perry and Marybeth
Esther Jirasek, as recorded in Instrument No. 20191022001325990 of the Official Public
Records of Collin County, Texas;
THENCE South 02°25'50" West, departing the southerly line of said J.P. Harris Addition, along
the easterly line of said 187.62 acre tract and the westerly line of said 0.99 acre tract, a distance
of 187.18 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for an ell corner of said
187.62 acre tract, common to the southwest corner of said 0.99 acre tract;
THENCE South 88°15'11" East, along the northerly line of said 187.62 acre tract and the
southerly line of said 0.99 acre tract, a distance of 232.84 feet to a 5/8 inch iron rod with plastic
cap stamped “KHA” set for the southernmost northeast corner of said 187.62 acre tract,
common to the southeast corner of said 0.99 acre tract, same being on the westerly right of way
line of said F.M. Highway 455;
THENCE along the easterly line of said 187.62 acre tract and the westerly right of way line of
said F.M. Highway 455, the following courses and distances:
South 02°13'19" West, a distance of 267.22 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” found for corner;
South 02°17'19" West, a distance of 524.10 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” found for corner;
South 02°48'19" West, a distance of 483.52 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” found at the beginning of a tangent curve to the left with a radius of
358.31 feet, a central angle of 02°31'24", and a chord bearing and distance of South
01°32'37" West, 15.78 feet;
In a southerly direction, with said tangent curve to the left, an arc distance of 15.78 feet
to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;
THENCE South 01°32'37" West, departing the westerly right of way line of said F.M. Highway
455 and continuing along the easterly line of said 187.62 acre tract, a distance of 329.61 feet to
a 3/8 inch iron rod found for the southeast corner of said 187.62 acre tract, same being on the
northerly line of aforesaid 29.000 acre tract;
THENCE North 89°14'27" East, along the northerly line of said 29.000 acre tract, a distance of
34.72 feet to a 1/2 inch iron rod with plastic cap stamped “RPLS 5392” found for corner;
THENCE North 52°56'53" East, continuing along the northerly line of said 29.000 acre tract, a
distance of 109.43 feet to the northernmost corner of said 29.000 acre tract, same being on the
southerly right of way line of said F.M. Highway 455, and at the beginning of a non-tangent
curve to the left with a radius of 358.31 feet, a central angle of 42°31'44", and a chord bearing
and distance of South 68°05'49" East, 259.90 feet, from which, a 3/8 inch iron rod found for
witness bears South 52°56’ West, 0.29 feet;
THENCE in a southeasterly direction continuing along the northerly line of said 29.000 acre tract
and along the southerly right of way line of said F.M. Highway 455, with said non-tangent curve
to the left, an arc distance of 265.96 feet to a 5/8 inch iron rod with plastic cap stamped “KHA”
set for corner;
THENCE South 89°21'41" East, continuing along the northerly line of said 29.000 acre tract and
the southerly right of way line of said F.M. Highway 455, a distance of 374.40 feet to a 1/2 inch
iron rod found at the beginning of a tangent curve to the right with a radius of 723.94 feet, a
central angle of 18°39'00", and a chord bearing and distance of South 80°02'10" East, 234.61
feet;
THENCE in a southeasterly direction continuing along the northerly line of said 29.000 acre tract
and the southerly right of way line of said F.M. Highway 455, with said tangent curve to the right,
an arc distance of 235.65 feet to a 1/2 inch iron rod found for the northeast corner of said
29.000 acre tract, same being on the westerly right of way line of County Road No. 828, a
variable width right of way, no record found;
THENCE South 01°48'08" West, departing the southerly right of way line of said F.M. Highway
455, along the easterly line of said 29.000 acre tract and the westerly right of way line of said
County Road No. 828, a distance of 563.66 feet to a 5/8 inch iron rod with plastic cap stamped
“KHA” set for corner;
THENCE South 00°54'07" West, continuing along the easterly line of said 29.000 acre tract and
the westerly right of way line of said County Road No. 828, a distance of 653.00 feet to a 1/2
inch iron rod found for the northernmost southeast corner of said 29.000 acre tract;
THENCE South 49°46'47" West, along the southeasterly line of said 29.000 acre tract and
continuing along the westerly right of way line of said County Road No. 828, a distance of 54.00
feet to a 1/2 inch iron rod found for the southernmost southeast corner of said 29.000 acre tract,
same being on the northerly right of way line of County Road No. 827, a variable width right of
way, no record found;
THENCE South 89°34'47" West, along the southerly line of said 29.000 acre tract and the
northerly right of way line of said County Road No. 827, a distance of 238.00 feet to a 1/2 inch
iron rod found for corner;
THENCE North 89°31'13" West, continuing along the southerly line of said 29.000 acre tract
and the northerly right of way line of said County Road No. 827, a distance of 325.00 feet to a
5/8 inch iron rod with plastic cap stamped “KHA” set for corner;
THENCE North 89°50'50" West, continuing along the southerly line of said 29.000 acre tract
and the northerly right of way line of said County Road No. 827, a distance of 333.17 feet to a
1/2 inch iron rod with plastic cap stamped “RPLS 5392” found for corner;
THENCE South 89°40'57" West, continuing along the southerly line of said 29.000 acre tract
and the northerly right of way line of said County Road No. 827, along the southerly line of
aforesaid 14.803 acre tract, a distance of 517.20 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” set for the southwest corner of said 14.803 acre tract, being on the easterly line
of aforesaid 29.04 acre tract;
THENCE South 01°06'30" West, departing the northerly right of way line of said County Road
No. 827, along the easterly line of said 29.04 acre tract and crossing said County Road No. 827,
a distance of 17.62 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for the
southeast corner of said 29.04 acre tract, being in the centerline of said County Road No. 827
and the northerly line of aforesaid 214.121 acre tract;
THENCE North 89°26'27" East, continuing along the northerly line of said 214.121 acre tract
and said County Road No. 827, a distance of 1,693.18 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” found for the northeast corner of said 214.121 acre tract;
THENCE South 01°21'12" West, along the easterly line of said 214.121 acre tract and
continuing along said County Road No. 827, a distance of 1,981.23 feet to a 1/2 inch iron rod
found for the northernmost southeast corner of said 214.121 acre tract;
THENCE South 89°50'46" West, along the southerly line of said 214.121 acre tract and
continuing along said County Road No. 827, a distance of 509.07 feet to a 1/2 inch iron rod
found for an ell corner of said 214.121 acre tract;
THENCE South 01°12'43" West, along the easterly line of said 214.121 acre tract and
continuing along said County Road No. 827, a distance of 1,820.15 feet to a 1/2 inch iron rod
found for the southernmost southeast corner of said 214.121 acre tract;
THENCE North 89°04'29" West, departing said County Road No. 827 and along the southerly
line of said 214.121 acre tract , a distance of 2,380.17 feet to a 1/2 inch iron rod found for the
southwest corner of said 214.121 acre tract, common to the northwest corner of a called 10.001
acre tract of land described as Tract One in a deed to Joan Ardon Williamson, as recorded in
Volume 900, Page 53 of the Deed Records of Collin County, Texas, same being on the easterly
line of a called 6.716 acre tract of land described in a deed to Scott Bourland and wife, Kim
Bourland, as recorded in Instrument No. 20120622000745540 of the Official Public Records of
Collin County, Texas;
THENCE North 00°46'18" West, along the westerly line of said 214.121 acre tract and the
easterly line of said 6.716 acre tract, passing at a distance of 579.75 feet a 1/2 inch iron rod
found for the northeast corner of said 6.716 acre tract, common to the southeast corner of a
called 5.568 acre tract of land described in a deed to Scott Bourland and Kim Bourland, as
recorded in Volume 5909, Page 1057 of the Deed Records of Collin County, Texas, and
continuing along the same course and along the easterly line of said 6.716 acre tract, the
easterly line of said 50.92 acre tract of land described in a deed to Bryan Lee Brown and Tori
Renee Brown, as recorded in Instrument No. 20181115001413260 of the Official Public
Records of Collin County, Texas, and County Road No. 285, a variable width right of way, no
record found, for a total distance of 1,820.01 feet to a 1/2 inch iron rod found for the
southernmost northwest corner of said 214.121 acre tract, common to the northeast corner of
said 50.92 acre tract, same being on the southerly line of a called 24.293 acre tract of land
described in a deed to Wayne A. Jones and wife, Karen L. Jones, as recorded in Instrument No.
96-0028585 of the Land Records of Collin County, Texas;
THENCE South 89°53'55" East, along the northerly line of said 214.121 acre tract, the southerly
line of said 24.293 acre tract and continuing along said County Road No. 285, a distance of
444.85 feet to a rail road spike found for an ell corner of said 214.121 acre tract, common to the
southeast corner of said 24.293 acre tract, from which, a 1/2 inch iron rod found for witness
bears South 03°54’ West, 9.27 feet;
THENCE North 00°22'22" East, along the westerly line of said 214.121 acre tract, the easterly
line of said 24.293 acre tract, the easterly line of a called 3.00 acre tract of land described in a
deed to Teresa I. Davis, as recorded in Instrument No. 20110308000252990 of the Official
Public Records of Collin County, Texas, the easterly line of a called 5.000 acre tract of land
described in a deed to Margarita Rose Whitworth, as recorded in Instrument No. 94-0104190 of
the Land Records of Collin County, Texas, the easterly line of a called 4.000 acre tract of land
described in a deed to Fernando Encizo and wife, Joyce Encizo, as recorded in Volume 2854,
Page 469 of the Deed Records of Collin County, Texas, the easterly line of a called 1.000 acre
tract of land described in a deed to Tom Milligan and wife, Elizabeth J. Milligan, as recorded in
Volume 1175, Page 481 of the Deed Records of Collin County, Texas, the easterly line of a
called 1 acre tract of land described in a deed to Thomas Calvin Red and wife, Mary Frances
Red, as recorded in Volume 1127, Page 251 of the Deed Records of Collin County, Texas, and
continuing along said County Road No. 285, a distance of 1,273.04 feet to the northeast corner
of said 1 acre tract, common to the southeast corner of a called 0.998 acre tract of land
described in a deed to Thomas Calvin Red and wife, Mary Frances Red, as recorded in Volume
2381, Page 892 of the Deed Records of Collin County, Texas, from which, a 1/2 inch iron rod
found for witness bears North 57°29’ East, 0.25 feet;
THENCE North 01°42'37" East, along the easterly line of said 0.998 acre tract, the easterly line
of a called 5.000 acre tract of land described in a deed to Calvin J. Red and Frances Red, as
recorded in Volume 854, Page 296 of the Deed Records of Collin County, Texas, and
continuing along the westerly line of said 214.121 acre tract and said County Road No. 285, a
distance of 318.87 feet to a 1/2 inch iron rod bent found for the northeast corner of said 5.000
acre tract, common to the southeast corner of a called 2.23 acre tract of land described in a
deed to Debra Ann Lacy, as recorded in Instrument No. 96-0064507 of the Land Records of
Collin County, Texas;
THENCE North 00°26'40" East, along the easterly line of said 2.23 acre tract, continuing along
the westerly line of said 214.121 acre tract and said County Road No. 285, a distance of 340.76
feet to a 5/8 inch iron rod with illegible plastic cap found for the northwest corner of said 214.121
acre tract, common to the northeast corner of said 2.23 acre tract, and the intersection of said
County Road No. 285 with County Road No. 827, a variable width right of way, no record found,
same being on the southerly line of aforesaid 29.04 acre tract;
THENCE North 89°44'45" West, departing said County Road No. 285, continuing along the
southerly line of said 29.04 acre tract and along the northerly line of said 2.23 acre tract, a
distance of 96.65 feet to a 1/2 inch iron rod with plastic cap stamped “Metroplex RPLS 3689”
found for the southwest corner of said 29.04 acre tract, being on the easterly line of aforesaid
192.50 acre tract;
THENCE South 00°40'25" West, along the easterly line of said 192.50 acre tract, a distance of
4.86 feet to a 1/2 inch iron rod with plastic cap stamped “Metroplex RPLS 3689” found for the
northernmost southeast corner of said 192.50 acre tract;
THENCE North 86°25'28" West, departing said County Road No. 285, along the southerly line
of said 192.50 acre tract, a distance of 83.80 feet to a concrete monument found for an ell
corner of said 192.50 acre tract;
THENCE along the southeasterly line of said 192.50 acre tract, the following courses and
distances:
South 34°33'32" West, a distance of 704.40 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” set for corner;
South 35°21'41" West, a distance of 350.93 feet to a concrete monument found for
corner;
North 78°48'13" West, a distance of 227.92 feet to a 1/2 inch iron rod with plastic cap
stamped “Metroplex RPLS 3689” found for corner;
South 28°29'01" West, a distance of 1,262.87 feet to a 5/8 inch iron rod found for the
southernmost southeast corner of said 192.50 acre tract, same being on the northerly
line of a called 50.92 acre tract of land described in a deed to Bryan Lee Brown and Tori
Renee Brown, as recorded in Instrument No. 20181115001413260 of the Official Public
Records of Collin County, Texas;
THENCE North 88°57'31" West, along the southerly line of said 192.50 acre tract and the
northerly line of said 50.92 acre tract, a distance of 821.17 feet to a 5/8 inch iron rod with plastic
cap stamped “KHA” set for an ell corner of said 192.50 acre tract;
THENCE South 00°27'46" West, continuing along the southerly line of said 192.50 acre tract, a
distance of 37.76 feet to a 1/2 inch iron rod with plastic cap stamped “Metroplex RPLS 3689”
found for a southeast corner of said 192.50 acre tract;
THENCE North 88°52'39" West, continuing along the southerly line of said 192.50 acre tract, a
distance of 360.18 feet to the southwest corner of said 192.50 acre tract, same being in the
meanders of the East Fork of the Trinity River;
THENCE along the westerly line of said 192.50 acre tract and the meanders of the East Fork of
the Trinity River, the following courses and distances:
North 18°33'49" West, a distance of 37.40 feet to a point for corner;
North 51°56'45" West, a distance of 46.74 feet to a point for corner;
South 88°12'32" West, a distance of 255.64 feet to a point for corner;
South 53°43'07" West, a distance of 118.33 feet to a point for corner;
North 86°29'16" West, a distance of 52.73 feet to a point for corner;
North 56°48'47" West, a distance of 41.44 feet to a point for corner;
North 30°57'19" West, a distance of 209.46 feet to a point for corner;
North 18°36'40" West, a distance of 87.13 feet to a point for corner;
North 05°16'02" West, a distance of 50.25 feet to a point for corner;
North 17°21'18" East, a distance of 53.30 feet to a point for corner;
North 49°29'38" East, a distance of 151.36 feet to a point for corner;
South 88°17'55" East, a distance of 56.37 feet to a point for corner;
South 53°40'30" East, a distance of 158.58 feet to a point for corner;
South 78°11'32" East, a distance of 93.43 feet to a point for corner;
North 78°30'47" East, a distance of 69.23 feet to a point for corner;
North 51°35'54" East, a distance of 62.45 feet to a point for corner;
North 22°36'23" East, a distance of 52.33 feet to a point for corner;
North 23°13'30" West, a distance of 51.72 feet to a point for corner;
North 67°56'56" West, a distance of 222.92 feet to a point for corner;
North 37°28'49" West, a distance of 54.90 feet to a point for corner;
North 15°36'39" East, a distance of 64.24 feet to a point for corner;
North 72°16'55" East, a distance of 46.16 feet to a point for corner;
North 24°48'35" East, a distance of 79.66 feet to a point for corner;
North 00°40'44" West, a distance of 173.91 feet to a point for corner;
North 09°05'03" West, a distance of 117.20 feet to a point for corner;
North 05°16'09" East, a distance of 114.95 feet to a point for corner;
North 62°57'13" East, a distance of 13.32 feet to a point for corner;
North 03°58'52" West, a distance of 27.84 feet to a point for corner;
North 61°00'18" West, a distance of 71.20 feet to a point for corner;
South 77°47'51" West, a distance of 49.68 feet to a point for corner;
South 38°23'00" West, a distance of 81.14 feet to a point for corner;
South 58°42'44" West, a distance of 135.79 feet to a point for corner;
South 85°52'59" West, a distance of 33.73 feet to a point for corner;
North 37°49'28" West, a distance of 106.02 feet to a point for corner;
South 87°20'09" West, a distance of 53.35 feet to a point for corner;
North 41°01'42" West, a distance of 29.14 feet to a point for corner;
North 15°24'28" West, a distance of 188.88 feet to a point for corner;
North 12°58'57" East, a distance of 87.22 feet to a point for corner;
North 41°31'15" East, a distance of 154.10 feet to a point for corner;
North 12°59'53" West, a distance of 308.06 feet to a point for corner;
North 54°50'19" West, a distance of 19.23 feet to a point for corner;
THENCE departing the meanders of the East Fork of the Trinity River, continuing along the
westerly line of said 192.50 acre tract and the along the meanders of a small branch, the
following courses and distances:
North 39°22'46" East, a distance of 106.17 feet to a point for corner;
North 83°13'03" East, a distance of 193.12 feet to a point for corner;
North 25°59'59" East, a distance of 35.85 feet to a point for corner;
North 07°12'47" East, a distance of 65.75 feet to a point for corner;
North 26°42'38" West, a distance of 97.02 feet to a point for corner;
North 34°38'14" East, a distance of 34.70 feet to a point for corner;
North 06°45'33" West, a distance of 13.52 feet to a point for corner;
North 45°12'46" West, a distance of 27.57 feet to a point for corner;
North 04°24'23" West, a distance of 20.14 feet to a point for corner;
North 40°46'43" East, a distance of 43.45 feet to a point for corner;
North 14°18'42" East, a distance of 19.67 feet to a point for corner;
North 26°19'30" West, a distance of 85.42 feet to a point for corner;
North 10°42'35" West, a distance of 22.00 feet to a point for corner;
North 01°40'07" East, a distance of 28.06 feet to a point for corner;
North 18°08'52" East, a distance of 15.57 feet to a point for corner;
South 88°28'31" East, a distance of 28.14 feet to a point for corner;
South 37°29'18" East, a distance of 55.50 feet to a point for corner;
North 45°12'50" East, a distance of 78.34 feet to a point for corner;
North 20°40'46" East, a distance of 39.55 feet to a point for corner;
North 28°54'33" West, a distance of 45.55 feet to a point for corner;
North 55°04'53" West, a distance of 73.65 feet to a point for corner;
North 76°29'44" West, a distance of 62.30 feet to a point for corner;
North 31°56'55" West, a distance of 42.98 feet to a point for corner;
North 34°37'17" East, a distance of 35.12 feet to a point for corner;
South 77°12'20" East, a distance of 17.47 feet to a point for corner;
South 44°23'15" East, a distance of 37.02 feet to a point for corner;
North 73°22'40" East, a distance of 20.75 feet to a point for corner;
North 25°16'08" East, a distance of 71.84 feet to a point for corner;
North 69°39'07" East, a distance of 26.32 feet to a point for corner;
North 35°04'13" East, a distance of 18.62 feet to a point for corner;
North 18°08'17" West, a distance of 59.18 feet to a point for corner;
North 26°57'25" East, a distance of 30.65 feet to a point for corner;
North 72°07'04" East, a distance of 17.13 feet to a point for corner;
South 75°41'09" East, a distance of 35.03 feet to a point for corner;
North 88°13'19" East, a distance of 27.26 feet to a point for corner;
North 18°54'16" East, a distance of 62.23 feet to a point for corner;
North 30°01'27" West, a distance of 65.30 feet to a point for corner;
North 48°15'58" East, a distance of 38.73 feet to a point for corner;
North 18°19'38" East, a distance of 40.53 feet to a point for corner;
North 52°21'48" East, a distance of 50.90 feet to a point for corner;
South 84°59'05" East, a distance of 38.08 feet to a point for corner;
South 08°31'05" East, a distance of 41.98 feet to a point for corner;
South 80°46'24" East, a distance of 19.97 feet to a point for corner;
North 63°37'22" East, a distance of 69.27 feet to a point for corner;
North 38°20'01" East, a distance of 58.38 feet to a point for corner;
North 72°42'38" East, a distance of 60.72 feet to a point for corner;
South 10°28'46" East, a distance of 20.70 feet to a point for corner;
South 48°27'16" West, a distance of 22.03 feet to a point for corner;
South 03°50'33" East, a distance of 36.62 feet to a point for corner;
South 82°03'56" East, a distance of 38.89 feet to a point for corner;
South 22°28'11" East, a distance of 52.32 feet to a point for corner;
North 82°50'30" East, a distance of 33.41 feet to a point for corner;
South 61°06'21" East, a distance of 22.80 feet to a point for corner;
South 34°05'06" East, a distance of 20.86 feet to a point for corner;
South 06°36'20" West, a distance of 36.84 feet to a point for corner;
North 89°46'28" East, a distance of 50.48 feet to a point for corner;
North 32°09'46" East, a distance of 43.30 feet to a point for corner;
North 86°33'06" East, a distance of 16.09 feet to a point for corner;
South 59°06'29" East, a distance of 43.15 feet to a point for corner;
North 34°03'05" East, a distance of 66.70 feet to a point for corner;
North 24°01'47" East, a distance of 49.56 feet to a point for corner;
North 86°09'13" East, a distance of 112.44 feet to a point for corner;
South 57°50'37" East, a distance of 33.63 feet to a point for corner;
THENCE North 01°49'43" East, departing the meanders of said small branch and continuing
along the westerly line of said 192.50 acre tract, a distance of 124.35 feet to a 1/2 inch iron rod
with plastic cap stamped “RPLS 4709” found for the southernmost southeast corner aforesaid
187.62 acre tract;
THENCE North 88°41'50" West, departing the westerly line of said 192.50 acre tract, along the
southerly line of said 187.62 acre tract and crossing County Road No. 210, a variable width right
of way, a distance of 1,345.68 feet to the southwest corner of said 187.62 acre tract, same
being in the meanders of the East Fork of the Trinity River;
THENCE along the westerly line of said 187.62 acre tract and said meanders of the East Fork of
the Trinity River, the following courses and distances:
North 22°38'37" West, a distance of 269.84 feet to a point for corner;
North 09°53'16" East, a distance of 98.56 feet to a point for corner;
North 77°34'56" East, a distance of 196.81 feet to a point for corner;
North 02°13'00" West, a distance of 77.82 feet to a point for corner;
North 20°08'30" East, a distance of 213.55 feet to a point for corner;
North 62°52'29" East, a distance of 218.73 feet to a point for corner;
North 00°46'50" West, a distance of 61.19 feet to a point for corner;
North 34°19'31" West, a distance of 222.90 feet to a point for corner;
North 28°08'09" West, a distance of 149.58 feet to a point for corner;
North 15°53'51" West, a distance of 217.59 feet to a point for corner;
North 03°12'11" West, a distance of 52.30 feet to the westernmost northwest corner of
said 187.62 acre tract, same being on the southerly line of East Fork Estates, according
to the plat thereof recorded in Cabinet C, Page 206 of the Plat Records of Collin County,
Texas;
THENCE South 88°56'18" East, departing said meanders, along the northerly line of said
187.62 acre tract and the southerly line of said East Fork Estates, passing at a distance of 54.66
feet a 1/2 inch iron pipe found for corner, and continuing along the same course, for a total
distance of 1,775.13 feet to a 1/2 inch iron rod with plastic cap stamped “RPLS 4709” found for
an ell corner of said 187.62 acre tract;
THENCE North 02°39'53" East, departing the southerly line of said East Fork Estates, along the
westerly line of said 187.62 acre tract and crossing aforesaid Lot 8, passing at a distance of
449.35 feet a 1/2 inch iron rod with plastic cap stamped RPLS 5686” found on the southerly line
of a 60 foot wide Road and Utility Easement recorded in Cabinet C, Page 206 of the Plat
Records of Collin County, Texas, and continuing along the same course, for a total distance of
479.35 feet to a northwest corner of said 187.62 acre tract, same being on the northerly line of
said Lot 8, the southerly line of Lot 22 of said East Fork Estates;
THENCE South 88°09'27" East, along the northerly line of said 187.62 acre tract, the northerly
line of said Lot 8, the northerly line of aforesaid Lot 7, the southerly line of said Lot 22 and the
southerly line of Lot 21 of said East Fork Estates, a distance of 396.22 feet to the northeast
corner of said Lot 7, common to the northwest corner of aforesaid Lot 6, from which, a mag nail
with shiner found for witness bears South 80°48’ West, 0.29 feet;
THENCE North 67°37'28" East, along the northwesterly line of said 187.62 acre tract, the
northwesterly line of said Lot 6, and the southeasterly line of said Lot 21, a distance of 72.10
feet to a point for corner, from which, a 1/2 inch iron rod found for witness bears North 79°18’
East, 0.56 feet;
THENCE North 33°03'40" East, continuing along the northwesterly line of said 187.62 acre tract,
the northwesterly line of said Lot 6, and the southeasterly line of said Lot 21, a distance of 60.00
feet to a mag nail found for corner;
THENCE North 00°27'10" East, along the westerly line of said 187.62 acre tract, the westerly
line of said Lot 6 and the easterly line of said Lot 21, a distance of 136.90 feet to a northwest
corner of said 187.62 acre tract, the northwest corner of said Lot 6, common to the southwest
corner of Lot 5 of said East Fork Estates, from which, a 1/2 inch iron rod found for witness bears
North 81°20’ East, 0.57 feet;
THENCE South 88°22'07" East, along the northerly line of said 187.62 acre tract, the northerly
line of said Lot 6, and the southerly line of said 5, passing at a distance of 30.00 feet a 1/2 inch
iron rod found for corner on the easterly line of said 60 foot wide Road and Utility Easement,
and continuing along the same course, for a total distance of 381.99 feet to a 5/8 inch iron rod
with plastic cap stamped “KHA” set for the northeast corner of said Lot 6, common to the
southeast corner of said Lot 5, and an ell corner of said 187.62 acre tract, from which, a 1/2 inch
iron rod found for witness bears North 83°22’ West, 0.94 feet and a 1/2 inch iron rod found for
witness bears South 89°18’ West, 1.80 feet;
THENCE North 02°17'35" East, along the westerly line of said 187.62 acre tract and along the
easterly line of said East Fork Estates, a distance of 344.92 feet to a 1/2 inch iron rod with
plastic cap stamped “Metroplex RPLS 3689” found for corner;
THENCE North 03°13'26" East, continuing along the westerly line of said 187.62 acre tract and
along the easterly line of said East Fork Estates, a distance of 312.50 feet to a 1/2 inch iron rod
with plastic cap stamped “Metroplex RPLS 3689” found for corner;
THENCE North 02°50'31" East, continuing along the westerly line of said 187.62 acre tract and
along the easterly line of said East Fork Estates, a distance of 451.70 feet to a 1/2 inch iron rod
found for corner;
THENCE North 03°08'55" East, continuing along the westerly line of said 187.62 acre tract and
along the easterly line of said East Fork Estates, a distance of 278.52 feet to a 1/2 inch iron rod
with plastic cap stamped “Metroplex RPLS 3689” found for corner;
THENCE North 02°24'40" East, continuing along the westerly line of said 187.62 acre tract and
along the easterly line of said East Fork Estates, a distance of 729.57 feet to the POINT OF
BEGINNING and containing 748.676 acres (32,612,334 square feet) of land, more or less.
TRACT 2
BEING a tract of land situated in the R. Phalen Survey, Abstract No. 694 and the J.M. Kincade
Survey, Abstract No. 510, Collin County, Texas, and being all of a called 59.536 acre tract of
land described in a deed to Annaland, Ltd., as recorded in Volume 5930, Page 1861 of the
Deed Records of Collin County, Texas, and being more particularly described as follows:
BEGINNING at the westernmost northwest corner of said 59.536 acre tract, common to the
southwest corner of a called 3.988 acre tract of land described in a deed to MMD Wallace, LLC,
as recorded in Instrument No. 20220325000481190 of the Official Public Records of Collin
County, Texas, being on the easterly right of way line of F.M. Highway 455, an 80 foot wide right
of way, from which, a 1/2 inch iron rod found for witness bears North 89°08’ West, 0.30 feet;
THENCE South 88°34'25" East, departing the easterly right of way line of said F.M. Highway
455, along the northerly line of said 59.536 acre tract, the southerly line of said 3.988 acre tract,
and the southerly line of a called 1.00 acre tract of land described in a deed to Mary C. Rollins,
as recorded in Instrument No. 20090519000609560 of the Official Public Records of Collin
County, Texas, a distance of 664.53 feet to a 6 inch wooden post found for an ell corner of said
59.536 acre tract, common to the southeast corner of a called 1.00 acre tract of land described
in a deed to Mary C. Rollins, as recorded in Instrument No. 20090519000609560 of the Official
Public Records of Collin County, Texas;
THENCE North 02°32'31" East, along the westerly line of said 59.536 acre tract and the easterly
line of said 1.00 acre tract, a distance of 308.62 feet to a 1/2 inch iron rod with plastic cap
stamped “Metroplex 3689” found for the northernmost northwest corner of said 59.536 acre
tract, common to the northeast corner of said 1.00 acre tract, being on the southerly right of way
line of County Road No. 288, a variable width right of way, no record found;
THENCE South 88°45'13" East, along the northerly line of said 59.536 acre tract and the
southerly right of way line of said County Road No. 288, a distance of 511.72 feet to a point for
corner, from which, a 1/2 inch bent iron rod found for witness bears South 01°52” East, 0.64
feet;
THENCE North 85°54'47" East, continuing along the northerly line of said 59.536 acre tract and
the southerly right of way line of said County Road No. 288, a distance of 200.00 feet to a 1/2
inch iron rod found for corner;
THENCE North 89°21'31" East, continuing along the northerly line of said 59.536 acre tract and
the southerly right of way line of said County Road No. 288, a distance of 660.45 feet to a 1/2
inch iron rod found for the northeast corner of said 59.536 acre tract, common to the northwest
corner of a called 17.229 acre tract of land described in a deed to Gero Atilla Temesvary and
Kristin Rae Temesvary, as recorded in Instrument No. 20200123000098610 of the Official
Public Records of Collin County, Texas;
THENCE South 00°46'45" East, departing the southerly right of way line of said County Road
No. 288, along the easterly line of said 59.536 acre tract and the westerly line of said 17.229
acre tract, a distance of 463.90 feet to a 1/2 inch iron rod found for corner;
THENCE South 15°57'46" East, continuing along the easterly line of said 59.536 acre tract and
the westerly line of said 17.229 acre tract, a distance of 526.58 feet to a 5/8 inch iron rod with
plastic cap stamped “KHA” set for the northernmost southeast corner of said 59.536 acre tract;
THENCE along the southerly line of said 59.536 acre tract, the following courses and distances:
North 88°28'51" West, a distance of 321.99 feet to a 1/2 inch iron rod found for corner;
North 89°27'46" West, a distance of 189.98 feet to a 1/2 inch iron rod with plastic cap
stamped “Metroplex 3689” found for corner;
North 88°09'30" West, a distance of 279.41 feet to a 1/2 inch iron rod found for corner;
North 83°59'34" West, a distance of 198.41 feet to a 1/2 inch iron rod found for corner;
North 89°37'20" West, a distance of 130.06 feet to a 5/8 inch iron rod with plastic cap
stamped “KHA” set for an ell corner of said 59.536 acre tract;
THENCE South 01°15'52" West, along the easterly line of said 59.536 acre tract, a distance of
833.23 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for the southernmost
southeast corner of said 59.536 acre tract;
THENCE North 88°32'11" West, along the southerly line of said 59.536 acre tract, a distance of
131.97 feet to a point for corner on the northerly right of way line of aforesaid F.M. Highway 455,
and at the beginning of a non-tangent curve to the left with a radius of 803.94 feet, a central
angle of 24°19'02", and a chord bearing and distance of North 77°12'09" West, 338.65 feet,
from which, a 1/2 inch iron rod with plastic cap stamped “Metroplex 3689” found for witness
bears North 87°29’ East, 0.75 feet;
THENCE in a northwesterly direction along the southerly line of said 59.536 acre tract and the
northerly right of way line of said F.M. Highway 455, with said non-tangent curve to the left, an
arc distance of 341.21 feet to a 1/2 inch iron rod found for corner;
THENCE North 89°21'41" West, continuing along the southerly line of said 59.536 acre tract
and the northerly right of way line of said F.M. Highway 455, a distance of 374.40 feet to a 5/8
inch iron rod with plastic cap stamped “KHA” set at the beginning of a tangent curve to the right
with a radius of 278.31 feet, a central angle of 92°10'00", and a chord bearing and distance of
North 43°16'41" West, 400.96 feet;
THENCE in a northwesterly direction along the curving southwesterly line of said 59.536 acre
tract and the curving northeasterly right of way line of said F.M. Highway 455, with said tangent
curve to the right, an arc distance of 447.69 feet to a point for corner, from which, a 1/2 inch iron
rod found for witness bears South 24°42’ East, 0.39 feet;
THENCE North 02°48'19" East, along the westerly line of said 59.536 acre tract and the easterly
right of way line of said F.M. Highway 455, a distance of 483.88 feet to a point for corner, from
which, a 1/2 inch iron rod laid over found for witness bears South 65°15’ West, 0.24 feet;
THENCE North 02°17'19" East, continuing along the westerly line of said 59.536 acre tract and
the easterly right of way line of said F.M. Highway 455, a distance of 524.50 feet to a 1/2 inch
iron rod found for corner;
THENCE North 02°13'19" East, continuing along the westerly line of said 59.536 acre tract and
the easterly right of way line of said F.M. Highway 455, a distance of 78.15 feet to the POINT
OF BEGINNING and containing 59.545 acres (2,593,774 square feet) of land, more or less.
B-1
Exhibit B
Depiction of the Property
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - DA DEPICTION.DWG
LAST SAVED 3/13/2025 12:06 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
May 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
EXHIBIT A
OAK RIDGE -
DEPICTION OF
PROPERTY
B
Exhibit C
Illustrative Layout
Detention
Pond
Detention
Pond
OAK RIDGE EXHIBIT C - ILLUSTRATIVE LAYOUT (03/2025)
0 250’500’1000’
Legend
Site Boundary
Neighborhood Commercial
Anna ISD */ Townhome
Single-Family Residential
Lake and Detention
Open Space
Amenity Center
Fire Station
The information shown is based on the best information available and is subject to change without notice.
* Final ISD location to be determined upon additional
coordination with Anna ISD
NRCS
FM 455
FM 455FM 455Cowan Rd.
Neighborhood
Commercial
Anna ISD* /
TownhomeAmenity Center
Amenity Center
Detention
Pond
Detention
Pond
Detention
Pond
Single-Family
Residential
Pocket Park
Pocket Park
Pocket Park
Single-Family
Residential
Single-Family
Residential
Exhibit D
Development Standards
1
EXHIBIT D
DEVELOPMENT REGULATIONS FOR OAK RIDGE
The permitted uses and standards for development of the Property shall be in accordance with the Single-
Family Residential District (SF-10.5), 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), Local Commercial District (C-1), and Regional
Commercial District (C-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.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.
3.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
Agreement, the Development Agreement shall control.
4.Allowable land uses are identified on Exhibit A – “Zoning District Map” of the Development
Standards.
5.Maximum number of residential units (combined total of SF-10.5, SF-8.4, SF-7.2, SF-6.0, and
MD): 3,000 units.
A.Maximum number of Single-Family and MD units 100%
i.Maximum number of MD units 20%
ii.Maximum number of SF-6.0 units 45%
iii.Minimum number of SF-7.2 units 15%
2
iv.Minimum number of SF-8.4 units 10%
v.Minimum number of SF-10.5 units 5%
Lot sizes may be mixed within each area to provide additional options and character to the project.
6.Fencing:
A.All fences backing or siding onto Cowan Road and FM 455 shall be solid masonry
construction.
B.All fences backing or siding on to creek corridors (greenbelts), linear park areas,
pocket parks, or open space areas shall be ornamental metal fences, such as wrought
iron or tubular steel.
C.All wood privacy fencing between residences shall be at least six feet in height.
D.Wood fencing shall be stained and sealed. Plastic and chain link fencing is
prohibited.
E.All fences backing or siding to common areas and the project perimeter shall be
uniform wood (board on board) construction measuring at least six feet in height.
F.Allowable fencing materials are further identified on Exhibit C – “Fence Exhibit” of
these Development Standards.
7.A minimum 20-foot-wide common area tract to be owned and maintained by the homeowners’
association will be required along both sides of Cowan Road and FM 455 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 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.
8.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 Exhibit J;
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
3
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.
9.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. The Developer
will receive credit against Park Development and Park Dedication Fees for these
areas as set forth in the Development Agreement.
10.Infrastructure Improvements: As shown on the Illustrative Layout, Cowan Road shall be
dedicated with a 120’ R.O.W. as a 6-lane divided principal arterial; FM 455 shall be dedicated
with a 120’ R.O.W. as a 6-lane divided principal arterial; Trinity Falls Parkway south of Cowan
Road shall be dedicated with a 120’ R.O.W. as a 6-lane divided principal arterial. Where
adjacent to property owned by others, Oak Ridge will dedicate 60’ of the total 120’. When
development occurs adjacent to Trinity Falls Parkway and Cowan Road, 4 lanes of the ultimate
6 lane arterial will be constructed. The city shall construct the final two lanes when traffic
warrants. FM 455 pavement expansion will be constructed by TxDOT. The realignment of
FM 455 is under consideration by TxDOT and could alter these requirements; revisions, if any,
to the alignments will be addressed in the Concept Plan.
4
ARTICLE 9.02 SUBDIVISION REGULATIONS
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 5 feet
(2)Construction standards for sidewalks shall be as set forth in the City’s design
standards.
(3)Concrete trail widths vary and generally follow locations shown on Exhibit E.
5
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 IMPROVEMENTS MAY EXCEED THIS MINIMUM RW
STANDARDS.
** LARGER MEDIANS MAY BE REQUIRED TO PROVDE FOR MULTIPLE TURN LANES.
*** LOCAL RESIDENTIAL CUL-DE-SACS SHALL HAVE A MINIMUM RW RADIUS OF FIFTY FEET
(50’).
6
ARTICLE 9.04 ZONING ORDINANCE
1.Sec. 9.04.013 Single-Family Residential (SF-10.5) District
Table 7: Single-Family Residential (SF-10.5) District Dimensional Standards
Single-Family Residential (SF-10.5) District Dimensional Standards
Lot Requirements
A Lot Area (min.)10,500 square feet 1
B Lot Width (min.)80 feet
C Lot Depth (min.)120 feet 1
D Lot Coverage (max.)60%1
Setback Requirements
E Front Yard (min.)20 feet
F Rear Yard (min.)20 feet 2
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
1 For lots located in cul-de-sacs or at knuckles, lot depth shall be reduced to 100
feet, and lot coverage shall be increased to 65%.
2 Covered, non-enclosed patios may encroach up to 8’.
7
2.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.)8,400 square feet 1
B Lot Width (min.)70 feet
C Lot Depth (min.)120 feet 1
D Lot Coverage (max.)65%1
Setback Requirements
E Front Yard (min.)20 feet
F Rear Yard (min.)20 feet 2
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
1 For lots located in cul-de-sacs or at knuckles, lot depth shall be reduced to 100
feet, and lot coverage shall be increased to 70%.
2 Covered, non-enclosed patios may encroach up to 8’.
8
3.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.)60%1
Setback Requirements
E Front Yard (min.)20 feet
F Rear Yard (min.)20 feet 2
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
1 For lots located in cul-de-sacs or at knuckles, lot depth shall be reduced to 100
feet, and lot coverage shall be increased to 70%.
2 Covered, non-enclosed patios may encroach up to 8’.
9
4.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.)65%1
Setback Requirements
E Front Yard (min.)20 feet
F Rear Yard (min.)20 feet 2
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
1 For lots located in cul-de-sacs or at knuckles, lot depth shall be reduced to 100
feet, and lot coverage shall be increased to 70%.
2 Covered, non-enclosed patios may encroach up to 8’.
10
5.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.)4,400 square feet
B Lot Width (min.)25 feet
C Lot Depth (min.)80 feet
D Lot Coverage (max.)70%
Setback Requirements
E Front Yard (min.)20 feet (Front Entry) 10 feet (Rear Entry)
F Rear Yard (min.)3 10 feet (Front Entry) 20 feet (Rear Entry)
G Side Yard (min.)5 feet or 1 foot / 9 feet split (minimum
10 feet between buildings)
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
Mixed-Density Residential (MD) District Single-Family Attached
Dimensional Standards
Lot Requirements
A Lot Area (min.)1,750 square feet per unit
B Lot Width (min.)25 feet
C Lot Depth (min.)70 feet
D Lot Coverage (max.)70%
Setback Requirements
E Front Yard (min.)20 feet (Front Entry) 10 feet (Rear Entry)
F Rear Yard (min.)3 10 feet (Front Entry) 20 feet (Rear Entry)
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
11
Mixed-Density Residential (MD) District Duplex
Dimensional Standards
Lot Requirements
A Lot Area (min.)2,000 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.)20 feet (Front Entry) 10 feet (Rear Entry)
F Rear Yard (min.)1 10 feet (Front Entry) 20 feet (Rear Entry)
G Side Yard (min.)5 feet
H Corner Side Yard (min.)15 feet
Building Requirements
I Building Height (max.)35 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
1 Covered, non-enclosed patios may encroach up to 8’.
Sec. 9.04.028 Use Table
Table 19: Use Table
Land Use SF-
10.5
SF8.4 SF-
7.2
SF-
6.0
MD C-1 C-2
Radio, TV, or
Microwave
Operations,
Commercial
P P P P P P P
6.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.
12
(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 for
the entire first floor. 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 Cowan Road and FM 455.
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.
13
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.
(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)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)Nonresidential Standards
(1)Building Articulation
(A)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.
14
iii.The height of those offsets is equal to the building’s height at the
location of the offset.
(B)Single- and multi-tenant buildings 50,000 square feet and larger
iv.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.
v.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.
vi.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 application.
(2)Roof Treatment
(A)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.
(B)Parapet roof lines shall feature a well-defined cornice treatment or another similar
element to visually cap each building elevation.
(3)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.
(4)Elements. All buildings or developments shall be required to provide at least two of
the following elements:
(A)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.
(B)All building elevations shall feature at least at least two facade offsets (recess or
projection) five feet in depth for every 50 feet of horizontal length.
15
(C)All building elevations shall feature at least two distinct roof lines or a roof parapet
with cornice design or similar element.
(D)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.
(E)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.
7.Section 9.04.044 Loading
(d)Standards.
(5)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.
8.Section 9.04.045 Landscaping
(f)Minimum Landscaping Requirements.
(2)Parking Lots.
(A)Landscape areas within parking lots shall be at least 162 square feet in size with
approximate dimensions of 9 feet wide by 18 feet deep.
16
(4)Residential Development
Table 27: Residential Planting Requirements
Trees required per lot
(Include front yard tree
requirement)
Canopy / Ornamental
Minimum Trees
Required in Front
yard
Canopy / Ornamental
SF 10.5 3 / 5 2 / 2
SF 8.4 3 / 4 2 / 1 or 1 / 3
SF 7.2 2 / 4 2 / 1 or 1 / 3
SF 6.0 2 / 3 1 / 2
MD 1 / 2 1 / 1
Note: 1 Street tree shall count as 1 required front yard tree
(h)Tree Preservation.
(1)Trees located with the tree preservation areas identified on Exhibit D - "Tree
Preservation” 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 {measured
at four feet above base of the tree} 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.
17
ARTICLE 9.05 SIGN ORDINANCE
1. Section 9.05.018 Detached Signs
(c) 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 ↓
SF MD CM
General
Allowed?Y Y N
Permit Required?Y Y --
Number per entrance (max.)2 2 --
Dimensions
Sign Area (max.)200 sf 200 sf --
Sign Height (max).15 ft 15 ft ---
Setbacks
From ROW 10 ft 10 ft --
18
Features
Electronic Message Center N N --
Changeable Copy N N --
Channel Letters Y Y --
Internal Illumination N N --
External Illumination Y Y --
Halo Illumination 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
SF = SF-10.5 - SF-6.0 districts | CM = C-1 and C-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. These signs shall be located on an HOA lot.
(ii) Subdivision entrances from a right-of-way greater than 60 feet shall require
signage. Secondary entrance connecting to other neighborhoods may be
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.
19
ARTICLE 9.07 TREE PRESERVATION
The tree preservation ordinance is not applicable to this development.
The existing trees in the areas highlighted in green and blue on Exhibit D – “Tree Preservation” shall be
preserved except those needing to be removed for public infrastructure or floodplain valley storage. This
preservation along with all new plantings shall fulfill all requirements for mitigation. The remainder of the
existing trees may be removed without penalty and are not subject to mitigation.
Detention
Pond
Detention
Pond
OAK RIDGE EXHIBIT D - ZONING DISTRICT MAP (04/2025)
0 250’500’1000’
The information shown is based on the best information available and is subject to change without notice.
Legend
Site Boundary
C1 / C2 Commercial
Mixed-Desnity Residential (MD) District
Single-Family Residential District
Floodplain
NRCS
FM 455
FM 4
5
5FM 455Cowan Rd.
Amenity Center
Amenity Center
Detention
Pond
Detention
Pond
Detention
Pond
Pocket Park
Pocket Park
Pocket Park
Single-Family Residential District
Allowed Uses:
SF-10.5, SF-8.4, SF-7.2, SF-6.0,
MD -Single Family Detached Garden Home
C1 / C2
Commercial
Mixed-Density Residential
(MD) District
Allowed Uses:
MD -Single Family Detached
Garden Home. Single-Family
Attached, Duplex
Single-Family Residential District
Allowed Uses:
SF-10.5, SF-8.4, SF-7.2, SF-6.0,
MD -Single Family Detached Garden Home
Single-Family Residential District
Allowed Uses:
SF-10.5, SF-8.4, SF-7.2, SF-6.0,
MD -Single Family Detached Garden Home
Floodplain
Floodplain
Floodplain
A
OAK RIDGE EXHIBIT E - TRAIL AND OPEN SPACE LAYOUT (04/2025)
Pocket Park
0 250’500’1000’
The information shown is based on the best information available and is subject to change without notice.
Legend
Site Boundary
Lake and Detention
Open Space
Amenity Center
Pocket Park
Regional Trail - 12’ Concrete
Community Trail - 10’ Concrete
Neighborhood Trail - 6’ Concrete
Arterial Sidewalk - 6’ Concrete
Note: Open spaces within the property that
include a lake, detention pond, amenity center,
pocket park, trail corridor, and/or landscape
buffer shall be common area lots that are
owned and maintained by the HOA. All said
spaces shall be open to the general public
except the amenity centers which shall be
reserved for private (homeowner) access only.
NRCS
FM 455
FM 455FM 455Cowan Rd.
Detention
Pond
Detention
Pond
Amenity Center
Amenity Center
Detention
Pond
Detention
Pond
Detention
Pond
Pocket Park
Pocket Park
Pocket Park
B
Detention
Pond
Detention
Pond
OAK RIDGE EXHIBIT F - FENCE EXHIBIT (04/2025)
0 250’500’1000’The information shown is based on the best information available and is subject to change without notice.
NRCS
FM 455
FM 455FM 455Cowan Rd.
Attach
green
Detention
Pond
Detention
Pond
Detention
Pond
Legend
Site boundary
Masonry
Wood Fence
Ornamental Metal
Fence types are conceptual and subject to change at
time of final design.
C
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE TREE PRESERVATION EXHIBIT.DWG
LAST SAVED 4/28/2025 3:57 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
0 400'800'
GRAPHIC SCALE 400'
PRESERVED CANOPY
EXHIBIT G
TREE PRESERVATION
COMMERCIAL
POD 5
POD 4
POD 2
POD 3
POD 1
REMOVED CANOPY
PRESERVED CANOPY IN FLOODPLAIN
REMOVED CANOPY IN FLOODPLAIN
PROPERTY BOUNDARY
POD BOUNDARY
100YR FLOODPLAIN (PRE-DEVELOPMENT)
100YR FLOODPLAIN (POST-DEVELOPMENT)
D
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - WATER DEVELOPMENT STANDARDS.DWG
LAST SAVED 4/23/2025 4:18 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.120' Major ArterialFARM
ROAD
455
FARM
ROAD
455
FARM
ROAD
455
CR 288
US 75Pod 1
Pod 3
Pod 2
Pod 4
Pod 5
EXHIBIT H
OAK RIDGE MAJOR WATER
FUTURE 12"
(BY OTHERS)
12"12"
E
X
I
S
T
I
NG
1
6
"
12"12"12"12"12"12"12"NOTE:
1)LAND PLAN IS CONCEPTUAL IN NATURE
& SUBJECT TO CHANGE.
2)WATER LINE SIZES AND LOCATIONS
ARE IN GENERAL COMPLIANCE WITH
THE CITY OF ANNA'S WATER MASTER
PLAN DATED 3/23/2022 FUTURE 20"(BY OTHERS)FUTURE 12"
(BY OTHERS)
16"16"COMMERCIAL
TRI
NI
T
Y
F
A
LL
S
P
A
R
K
W
A
Y
Future 120' Major Arterial
E
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - WATER DEVELOPMENT STANDARDS.DWG
LAST SAVED 4/28/2025 4:09 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.120' Major ArterialFARM
ROAD
455
FARM
ROAD
455
FARM
ROAD
455
CR 288
Future 120' Major Arterial
US 75Pod 1
Pod 3
P
o
d
2
Pod 4
Pod 5
EXHIBIT I
OAK RIDGE ONSITE WATER
16"16"
1
6
"
12"12"12"12"12"12"12"NOTE:
1)ON-SITE WATER LINE SIZES SHALL BE 8"
UNLESS LISTED OTHERWISE.
2)LAND PLAN IS CONCEPTUAL IN NATURE
& SUBJECT TO CHANGE.
3)WATER LINE SIZES AND LOCATIONS ARE
IN GENERAL COMPLIANCE WITH THE
CITY OF ANNA'S WATER MASTER PLAN
DATED 3/23/2022
FUTURE 12"
(BY OTHERS)
12"12"
E
X
I
S
T
I
NG
1
6
"
12"12"12"12"12"12"12"FUTURE 20"(BY OTHERS)FUTURE 12"
(BY OTHERS)
16"16"COMMERCIAL
F
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - SEWER DEVELOPMENT STANDARDS.DWG
LAST SAVED 5/1/2025 2:38 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.120' Major ArterialFARM
ROAD
455
FARM
ROAD
455
FARM
ROAD
455
CR 288
Future 120' Major Arterial
US 75Pod 1
Pod 3
Pod 2
Pod 4
Pod 5
EXHIBIT J
OAK RIDGE MAJOR SEWER
NOTE:
1)LAND PLAN IS CONCEPTUAL IN
NATURE & SUBJECT TO CHANGE.
2)OFFSITE SANITARY SEWER SIZES AND
LOCATIONS ARE IN GENERAL
COMPLIANCE WITH THE CITY OF
ANNA'S WASTEWATER MASTER PLAN.
3)CITY OF ANNA SHALL CONSTRUCT 54"
IN THE EAST FORK OF THE TRINITY
RIVER. DEVELOPER AND CITY SHALL
WORK TOGETHER TO ENSURE 54" IS
AVAILABLE AT TIME OF WEST SIDE
DEVELOPMENT.FUTU
RE PA
RALLEL 42"EXISTING 30"
COMMERCIAL
TRINI
T
Y
F
A
L
L
S
P
A
R
K
W
A
Y
FUTURE 54
"
(BYCITY
OF
ANNA
)
FUT
U
R
E 21"
P
R
O
P
O
S
E
D
1
5
"SEWER DRAINAGE DIVIDEAPPROXIMATE LOCATION OF SANITARYFUTURE
2
4
"FUTURE 54" (BYCITY OF ANNA)FUTURE 54" (BYCITY OF ANNA)PROPOSED 15"
G
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - SEWER DEVELOPMENT STANDARDS.DWG
LAST SAVED 4/23/2025 4:55 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.120' Major ArterialFARM
ROAD
455
FARM
ROAD
455
FARM
ROAD
455
CR 288
Future 120' Major Arterial
US 75Pod 1
Pod 3
P
o
d
2
Pod 4
Pod 5
EXHIBIT K
OAK RIDGE ONSITE SEWER
NOTE:
1)ON-SITE SEWER LINE SIZES SHALL BE 8"
UNLESS LISTED OTHERWISE.
2)LAND PLAN IS CONCEPTUAL IN NATURE
& SUBJECT TO CHANGE.
2)OFFSITE SANITARY SEWER SIZES AND
LOCATIONS ARE IN GENERAL
COMPLIANCE WITH THE CITY OF ANNA'S
WASTEWATER MASTER PLAN.
10" FO
R
C
E
M
AI
N 10" FORCE MAIN15"10"10"10" FORCE MAIN 10" FORCE MAIN
18"21"21"
2
1
"FUTU
RE PA
RALLEL 42"EXISTING 30"
COMMERCIAL
FUTURE 54
"
(BY
OTHERS
)
FUT
U
R
E
H
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - ROADWAY DEVELOPMENT STANDARDS.DWG
LAST SAVED 5/1/2025 3:42 PM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
State of Texas Registration No. F-928April 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.120' Major ArterialFARM
ROAD
455
FARM
ROAD
455
FARM
ROAD
455
CR 288
120' Major Arterial
US 75Pod 5
EXHIBIT L
ONSITE/OFFSITE
ROADWAY & DRAINAGE
NOTE:
1)LAND PLAN IS CONCEPTUAL IN
NATURE & SUBJECT TO CHANGE.
2)FM 455 ALIGNMENT IS CURRENTLY
BEING ANALYZED BY TXDOT AND MAY
BE MODIFIED IN THE FUTURE.
3)IMPROVEMENTS TO FM 455 SHALL BE
CONSTRUCTED BY TXDOT.120' Major ArterialTRI
NI
T
Y F
ALL
S
P
A
R
K
W
A
Y
COMMERCIAL
I
Exhibit E
Authorized Improvements and Budgeted Costs
Oak Ridge Land Use Summary - City of Anna
March, 2025
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
SF (40 x 110)120 152 0 101 0 373
SF (50 x 120)214 151 218 210 0 793
SF (60 x 120)73 63 181 98 0 415
SF (70 x 130)76 52 103 31 0 262
SF (80 x 130)0 53 0 34 0 87
Total SF Units 483 471 502 474 0 1,930
Total TH Units 0 0 0 0 182 182
SF Gross Acreage 170.0 144.0 258.0 148.0 26.0 746.0
SF Net Acreage 125.0 126.0 144.0 125.0 26.0 546.0
Page 1 of 21
EXHIBIT E - BUDGETED COSTS
1. Land cost, interest, legal, marketing, financing, closing costs, cost of sales, HOA funding, overhead, maintenance, insurance, taxes, etc. are not included.
15. The land plan was provided by the client and is the planning basis for this OPC.
16. The costs for franchise utility installation and relocation is assumed.
17. The preliminary amenity center, landscape, and screening programs and costs are assumed and should be confirmed by the owner / landscape architect.
18. FM 455 and city arterials will ultimately be 6-lane divided roadways. These costs assume that only 4 of the 6 lanes will be required.
21. Offsite water and sanitary sewer routing was provided by others.
10. This OPC was prepared without the benefit of a preliminary jurisdictional report. The report's results may impact the land plan and mitigation costs may be
11. Reconstruction costs for FM 455 are included. The limits of reconstruction are from CR 828 to CR 288.
12. A traffic signal at the intersection of FM 455 and CR 210/Cowan Road is included. No other traffic signals are assumed nor included.
13. The costs are based on road centerline lengths for water and sanitary sewer, cost per acre for storm drain, etc.
14. A detailed flood study has not been performed. The amount of reclamation is assumed.
23.. Questions regarding this OPC should be directed to Kimley-Horn and Associates, Casey Ross, P.E. (214) 387-3849.
8. Budgeting by line item, sections, or divisions should be avoided. OPC line item costs are less accurate than section/division subtotals, and section/division
subtotals are less accurate than the total project cost.
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
GENERAL NOTES - CITY OF ANNA
MARCH, 2025
2. Unit prices are subject to market conditions and may vary from this OPC.
3. Inflation is not factored in this OPC.
4. This OPC is prepared without the benefit of preliminary or detailed design and studies, geotechnical information, and with limited communication with franchise
utility providers, easement owners, TxDOT, COA, or TCEQ.
5. On site costs associated with the retail tracts, multi-family tracts, or public parks is excluded. Perimeter roadway costs for these uses is included.
required.
7. TCEQ Dam Safety Program permitting or improvements is assumed. The dam is listed on the state's website as Floodwater Retarding Dam No. 32A. It is
assumed that no improvements are needed to the existing spillway and dam structure.
19. Alley widths are assumed to be 12' of pavement in 18' ROW.
20. Mews alley widths are assumed to be 24' of pavement in 30' ROW.
22. Townhome density assumed at 7 units per acre.
9. Offsite water, sanitary sewer and drainage easements as well as permanent right-of-way will be required for development.
TOTAL PROJECT SUMMARY - BY DIVISION
POD 1 POD 2 POD 3 POD 4 POD 5 SUMMARY
CLEARING & EXCAVATION $4,936,962 $4,606,030 $5,126,352 $5,196,876 $60,144 $19,926,364
WATER $5,613,257 $3,143,608 $4,003,700 $5,269,317 $637,903 $18,667,785
GRAVITY SEWER $4,597,509 $2,582,468 $2,763,748 $2,856,217 $0 $12,799,941
LIFT STATION $3,239,574 $0 $0 $0 $0 $3,239,574
STORM SEWER $3,225,420 $3,160,124 $6,223,913 $3,891,456 $340,977 $16,841,890
PAVEMENT $13,784,937 $10,932,354 $13,310,180 $11,638,953 $1,882,783 $51,549,207
RETAINING WALLS $4,947,500 $4,395,000 $4,501,000 $4,125,800 $72,000 $18,041,300
EROSION CONTROL $254,430 $235,150 $259,399 $249,946 $14,314 $1,013,238
AMENITIES, LANDSCAPE & SCREENING $8,354,281 $2,860,303 $2,479,205 $9,204,859 $0 $22,898,648
FRANCHISE UTILITIES $1,248,750 $1,188,750 $1,266,000 $1,222,500 $114,000 $5,040,000
MISCELLANEOUS & OTHER $2,232,288 $1,873,575 $1,985,675 $3,231,955 $0 $9,323,493
TXDOT CLEARING & EXCAVATION $34,968 $0 $0 $0 $187,424 $222,391
TXDOT STORM SEWER $174,626 $0 $0 $0 $584,649 $759,275
TXDOT PAVEMENT $1,479,128 $0 $0 $0 $3,738,165 $5,217,293
TXDOT EROSION CONTROL $23,051 $0 $0 $0 $137,933 $160,984
TXDOT FRANCHISE UTILITIES $122,000 $0 $0 $0 $154,000 $276,000
TOWNHOMES (ASSUME 7 UNITS/AC)$0 $0 $0 $0 $9,100,000 $9,100,000
SUB-TOTAL $54,268,681 $34,977,361 $41,919,171 $46,887,879 $17,024,292 $195,077,383
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING $4,923,285 $3,226,644 $4,004,835 $4,406,524 $1,856,528 $18,417,817
CONSTRUCTION MANAGEMENT $2,170,747 $1,399,094 $1,676,767 $1,875,515 $680,972 $7,803,095
CITY FEES $54,269 $34,977 $41,919 $46,888 $17,024 $195,077
MISCELLANEOUS & CONTINGENCY $10,853,736 $6,995,472 $8,383,834 $9,377,576 $3,404,858 $39,015,477
TOTAL $72,270,717 $46,633,549 $56,026,526 $62,594,381 $22,983,675 $260,508,849
LOTS 483 471 502 474 182 2112
COST / LOT $149,629 $99,010 $111,607 $132,056 $126,284 $123,347
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
TOTAL PROJECT COST SUMMARY - CITY OF ANNA
MARCH, 2025
Page 3 of 21
TOTAL PROJECT SUMMARY - BY COST TYPE
POD 1 POD 2 POD 3 POD 4 POD 5 SUMMARY
MAJOR PUBLIC $16,510,256 $2,564,185 $11,293,256 $12,629,137 $10,699,679 $53,696,512
DIRECT PUBLIC $27,956,760 $26,802,775 $26,237,177 $24,642,424 $7,321,860 $112,960,997
PRIVATE $27,803,701 $17,266,589 $18,496,093 $25,322,821 $4,962,136 $93,851,339
TOTAL $72,270,717 $46,633,549 $56,026,526 $62,594,381 $22,983,675 $260,508,849
Page 4 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
A. CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $3,500.00 5.2 $18,200 4.1 $14,350 12.5 $43,750 11.2 $39,200 4.3 $15,050 37.3 $130,550
CLEARING / GRUBBING (OFFSITE EASEMENT)AC $3,500.00 3.6 $12,458 0.0 $0 0.0 $0 15.7 $55,069 0.0 $0 19.3 $67,527
FLOODPLAIN RECLAIMATION EXCAVATION CY $3.00 0 $0 0 $0 175,000 $525,000 174,000 $522,000 0 $0 349,000.0 $1,047,000
STREET / ROW EXCAVATION CY $3.00 16,779 $50,337 13,230 $39,690 40,334 $121,002 36,139 $108,417 13,875 $41,625 120,357.0 $361,071
TESTING CY $0.25 16,779 $4,195 13,230 $3,308 215,334 $53,834 210,139 $52,535 13,875 $3,469 469,357.0 $117,339
TOTAL CLEARING & EXCAVATION $85,190 $57,348 $743,586 $777,221 $60,144 $1,723,487
B. WATER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
12" P.V.C. WATERLINE LF $125.00 0 $0 2,272 $284,000 0 $0 16,000 $2,000,000 2,985 $373,125 21,257 $2,657,125
12" P.V.C. WATERLINE (16" UPSIZE IN PRIVATE COSTS)LF $125.00 5,845 $730,625 0 $0 2,440 $305,000 0 $0 0 $0 8,285 $1,035,625
12" WATERLINE W / 24" CASING BY BORE LF $450.00 0 $0 140 $63,000 0 $0 400 $180,000 120 $54,000 660 $297,000
8" GATE VALVE & BOX EA $2,800.00 0 $0 0 $0 0 $0 6 $16,800 0 $0 6 $16,800
12" GATE VALVE & BOX EA $6,500.00 0 $0 5 $32,500 0 $0 45 $292,500 6 $39,000 56 $364,000
12" GATE VALVE & BOX (16" UPSIZE IN PRIVATE COSTS)EA $6,500.00 16 $104,000 0 $0 8 $52,000 0 $0 2 $13,000 26 $169,000
AIR RELEASE VALVE EA $2,500.00 0 $0 0 $0 1 $2,500 3 $7,500 1 $2,500 5 $12,500
8" PLUG WITH RURAL FLUSHING VALVE EA $2,000.00 0 $0 0 $0 0 $0 2 $4,000 0 $0 2 $4,000
12" PLUG WITH RURAL FLUSHING VALVE EA $2,500.00 0 $0 1 $2,500 0 $0 2 $5,000 1 $2,500 4 $10,000
12" PLUG WITH RURAL FLUSHING VALVE (16" UPSIZE)EA $2,500.00 1 $2,500 0 $0 0 $0 0 $0 0 $0 1 $2,500
FIRE HYDRANT ASSEMBLY EA $7,800.00 10 $78,000 12 $93,600 5 $39,000 15 $117,000 3 $23,400 45 $351,000
REMOVE EXISTING PLUG EA $1,000.00 0 $0 0 $0 1 $1,000 3 $3,000 0 $0 4 $4,000
CONNECT TO EXISTING LINE EA $1,000.00 1 $1,000 1 $1,000 1 $1,000 2 $2,000 1 $1,000 6 $6,000
CEMENT STABILIZED EMBEDMENT LF $50.00 40 $2,000 0 $0 20 $1,000 60 $3,000 60 $3,000 180 $9,000
REMOVE EXISTING 8" WATER LF $15.00 0 $0 0 $0 0 $0 0 $0 2,160 $32,400 2,160 $32,400
TRENCH SAFETY LF $0.75 5,845 $4,384 2,272 $1,704 2,440 $1,830 16,000 $12,000 2,985 $2,239 29,542 $22,157
TESTING (EXCLUDING GEOTECH)LF $0.75 5,845 $4,384 2,272 $1,704 2,440 $1,830 16,000 $12,000 2,985 $2,239 29,542 $22,157
TESTING (GEOTECH)LF $1.00 5,845 $5,845 2,272 $2,272 2,440 $2,440 16,000 $16,000 2,985 $2,985 29,542 $29,542
BONDS %1.75%932,738 $16,323 482,280 $8,440 407,600 $7,133 2,670,800 $46,739 551,388 $9,649 5,044,805 $88,284
INSPECTION FEE %3.00%932,738 $27,982 482,280 $14,468 407,600 $12,228 2,670,800 $80,124 551,388 $16,542 5,044,805 $151,344
TOTAL WATER $977,043 $505,188 $426,961 $2,797,663 $577,578 $5,284,433
063218016
POD 1 POD 2 POD 3 POD 4
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
POD 5
Page 5 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
C. GRAVITY SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)LF $65.00 2,725 $177,125 0 $0 0 $0 0 $0 0 $0 2,725 $177,125
15" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)LF $145.00 627 $90,915 0 $0 0 $0 0 $0 0 $0 627 $90,915
18" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)LF $180.00 1,610 $289,800 0 $0 0 $0 0 $0 0 $0 1,610 $289,800
21" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS)LF $200.00 3,505 $701,000 0 $0 0 $0 0 $0 0 $0 3,505 $701,000
8" SEWERLINE W / 16" CASING BY BORE LF $450.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
10" SEWERLINE W / 20" CASING BY BORE LF $450.00 140 $63,000 0 $0 0 $0 0 $0 0 $0 140 $63,000
18" SEWERLINE W / 30" CASING BY BORE LF $550.00 140 $77,000 0 $0 0 $0 0 $0 0 $0 140 $77,000
21" SEWERLINE W / 30" CASING BY BORE LF $650.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
4' DIAMETER MANHOLE (ALL DEPTHS)EA $7,500.00 11 $82,500 0 $0 0 $0 0 $0 0 $0 11 $82,500
5' DIAMETER MANHOLE (ALL DEPTHS)EA $12,875.00 3 $38,625 0 $0 0 $0 0 $0 0 $0 3 $38,625
VACUUM TEST MANHOLE EA $150.00 14 $2,100 0 $0 0 $0 0 $0 0 $0 14 $2,100
CONNECT TO EXISTING MANHOLE EA $1,000.00 1 $1,000 0 $0 0 $0 0 $0 0 $0 1 $1,000
TRENCH SAFETY LF $1.00 8,747 $8,747 0 $0 0 $0 0 $0 0 $0 8,747 $8,747
TESTING (EXCLUDING GEOTECH)LF $1.25 8,747 $10,934 0 $0 0 $0 0 $0 0 $0 8,747 $10,934
TESTING (GEOTECH)LF $0.50 8,747 $4,374 0 $0 0 $0 0 $0 0 $0 8,747 $4,374
BONDS %1.75%1,547,119 $27,075 0 $0 0 $0 0 $0 0 $0 1,547,119 $27,075
INSPECTION FEE %3.00%1,547,119 $46,414 0 $0 0 $0 0 $0 0 $0 1,547,119 $46,414
TOTAL GRAVITY SEWER $1,620,607 $0 $0 $0 $0 $1,620,607
D. LIFT STATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
10" FORCE MAIN LF $90.00 6,390 $575,100 0 $0 0 $0 0 $0 0 $0 6,390 $575,100
LIFT STATION EA $2,500,000.00 1 $2,500,000 0 $0 0 $0 0 $0 0 $0 1 $2,500,000
TRENCH SAFETY LF $1.00 6,390 $6,390 0 $0 0 $0 0 $0 0 $0 6,390 $6,390
TESTING (EXCLUDING GEOTECH)LF $1.25 6,390 $7,988 0 $0 0 $0 0 $0 0 $0 6,390 $7,988
TESTING (GEOTECH)LF $0.50 6,390 $3,195 0 $0 0 $0 0 $0 0 $0 6,390 $3,195
BONDS %1.75%3,092,673 $54,122 0 $0 0 $0 0 $0 0 $0 3,092,673 $54,122
INSPECTION FEE %3.00%3,092,673 $92,780 0 $0 0 $0 0 $0 0 $0 3,092,673 $92,780
TOTAL LIFT STATION $3,239,574 $0 $0 $0 $0 $3,239,574
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
Page 6 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
E. STORM SEWER
TOTAL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 866 $69,280 121 $9,680 995 $79,600 919 $73,520 465 $37,200 3,366 $269,280
21" RCP LF $90.00 745 $67,050 0 $0 0 $0 462 $41,580 0 $0 1,207 $108,630
24" RCP LF $105.00 300 $31,500 0 $0 0 $0 400 $42,000 275 $28,875 975 $102,375
27" RCP LF $125.00 105 $13,125 195 $24,375 0 $0 0 $0 0 $0 300 $37,500
30" RCP LF $145.00 0 $0 821 $119,045 0 $0 255 $36,975 0 $0 1,076 $156,020
36" RCP LF $165.00 115 $18,975 71 $11,715 560 $92,400 356 $58,740 0 $0 1,102 $181,830
42" RCP LF $230.00 0 $0 71 $16,330 735 $169,050 152 $34,960 465 $106,950 1,423 $327,290
48" RCP LF $260.00 0 $0 0 $0 0 $0 1,290 $335,400 215 $55,900 1,505 $391,300
4'x3' RCB LF $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
4'x4' RCB LF $345.00 0 $0 0 $0 0 $0 350 $120,750 0 $0 350 $120,750
5'x4' RCB LF $410.00 0 $0 0 $0 2,000 $820,000 0 $0 0 $0 2,000 $820,000
8'x5' RCB LF $560.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
3-7'x6' RCB LF $1,420.00 0 $0 0 $0 880 $1,249,600 0 $0 0 $0 880 $1,249,600
10' STANDARD CURB INLET EA $7,500.00 7 $52,500 6 $45,000 16 $120,000 13 $97,500 4 $30,000 46 $345,000
4'X4' WYE INLET EA $4,500.00 1 $4,500 0 $0 1 $4,500 0 $0 0 $0 2 $9,000
5'X5' WYE INLET EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
4' MANHOLE EA $7,500.00 2 $15,000 2 $15,000 2 $15,000 3 $22,500 1 $7,500 10 $75,000
5' MANHOLE EA $8,000.00 0 $0 0 $0 2 $16,000 4 $32,000 0 $0 6 $48,000
18'' HEADWALL EA $3,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
24'' HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
27'' HEADWALL EA $4,750.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
30'' HEADWALL EA $5,200.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
36'' HEADWALL EA $5,500.00 1 $5,500 0 $0 0 $0 0 $0 0 $0 1 $5,500
42'' HEADWALL EA $6,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
48'' HEADWALL EA $8,500.00 0 $0 0 $0 0 $0 3 $25,500 1 $8,500 4 $34,000
4'x4' HEADWALL EA $10,000.00 0 $0 0 $0 0 $0 1 $10,000 0 $0 1 $10,000
5'x4' HEADWALL EA $11,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
3-7'x6' HEADWALL EA $90,000.00 0 $0 0 $0 2 $180,000 0 $0 0 $0 2 $180,000
POND OUTFALL STRUCTURE EA $40,000.00 1 $40,000 0 $0 0 $0 0 $0 1 $40,000 2 $80,000
12" GROUTED ROCK RIP RAP SY $105.00 40 $4,200 0 $0 80 $8,400 160 $16,800 40 $4,200 320 $33,600
TRENCH SAFETY LF $1.00 2,131 $2,131 1,279 $1,279 5,170 $5,170 4,184 $4,184 1,420 $1,420 14,184 $14,184
TESTING (GEOTECH)LF $1.50 2,131 $3,197 1,279 $1,919 5,170 $7,755 4,184 $6,276 1,420 $2,130 14,184 $21,276
TESTING (TV)LF $2.00 2,131 $4,262 1,279 $2,558 4,290 $8,580 4,184 $8,368 1,420 $2,840 13,304 $26,608
BONDS %1.75%331,220 $5,796 246,901 $4,321 2,776,055 $48,581 967,053 $16,923 325,515 $5,697 4,646,743 $81,318
INSPECTION FEE %3.00%331,220 $9,937 246,901 $7,407 2,776,055 $83,282 967,053 $29,012 325,515 $9,765 4,646,743 $139,402
TOTAL STORM SEWER $346,952 $258,628 $2,907,918 $1,012,988 $340,977 $4,867,463
POD 5POD 4POD 3POD 2POD 1
Page 7 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
F. PAVEMENT
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" REINF. CONCRETE STREET PAVEMENT SY $75.00 18,440 $1,383,000 7,186 $538,950 18,207 $1,365,525 23,400 $1,755,000 7,353 $551,475 74,586 $5,593,950
6" LIME STABILIZED SUBGRADE PREPARATION SY $4.50 20,284 $91,278 7,592 $34,164 19,174 $86,283 24,700 $111,150 7,712 $34,704 79,462 $357,579
HYDRATED LIME FOR STREET (36#/SY)TON $320.00 365 $116,836 137 $43,730 345 $110,442 445 $142,272 139 $44,421 1,430 $457,701
PAVEMENT HEADER EA $2,500.00 1 $2,500 2 $5,000 1 $2,500 0 $0 0 $0 4 $10,000
CONNECT TO EXISTING HEADER EA $1,500.00 0 $0 0 $0 1 $1,500 1 $1,500 1 $1,500 3 $4,500
REMOVE EXISTING ASPHALT PAVEMENT SF $10.00 125,250 $1,252,500 0 $0 97,090 $970,900 25,630 $256,300 100,540 $1,005,400 348,510 $3,485,100
REMOVE EXISTING GRAVEL PAVEMENT SF $2.00 0 $0 0 $0 0 $0 107,840 $215,680 26,120 $52,240 133,960 $267,920
BARRIER FREE PEDESTRIAN RAMP EA $2,500.00 4 $10,000 1 $2,500 4 $10,000 7 $17,500 0 $0 16 $40,000
STREET SIGN EA $650.00 2 $1,300 0 $0 2 $1,300 4 $2,600 0 $0 8 $5,200
STOP SIGN EA $400.00 2 $800 0 $0 2 $800 4 $1,600 0 $0 8 $3,200
5' CONCRETE SIDEWALK LF $50.00 3,850 $192,500 2,110 $105,500 4,210 $210,500 3,525 $176,250 740 $37,000 14,435 $721,750
8' CONCRETE TRAIL (4" THICK)LF $75.00 3,700 $277,500 0 $0 6,980 $523,500 0 $0 0 $0 10,680 $801,000
STRIPING LF $8.00 1,960 $15,680 1,080 $8,640 1,275 $10,200 3,570 $28,560 1,473 $11,784 9,358 $74,864
EXISTING DRIVEWAY ADJUSTMENTS EA $7,500.00 0 $0 0 $0 $0 5 $37,500 0 $0 5 $37,500
TEMPORARY TRANSITION EA $25,000.00 1 $25,000 2 $50,000 1 $25,000 2 $50,000 1 $25,000 7 $175,000
REMOVE TRANSITION EA $5,000.00 0 $0 0 $0 1 $5,000 1 $5,000 1 $5,000 3 $15,000
TRAFFIC CONTROL LS $15,000.00 1 $15,000 1 $15,000 1 $15,000 1 $15,000 1 $15,000 5 $75,000
TESTING %2.00%2,098,614 $41,972 779,844 $15,597 2,335,250 $46,705 2,291,172 $45,823 694,100 $13,882 8,198,980 $163,980
BONDS %1.75%3,425,866 $59,953 819,081 $14,334 3,385,155 $59,240 2,861,735 $50,080 1,797,406 $31,455 12,289,244 $215,062
INSPECTION FEE %3.00%3,425,866 $102,776 819,081 $24,572 3,385,155 $101,555 2,861,735 $85,852 1,797,406 $53,922 12,289,244 $368,677
TOTAL PAVEMENT $3,588,595 $857,987 $3,545,950 $2,997,668 $1,882,783 $12,872,983
G. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
INLET PROTECTION EA $165.00 8 $1,320 6 $990 17 $2,805 13 $2,145 4 $660 48 $7,920
8' CURLEX LF $2.00 8,971 $17,942 3,496 $6,992 8,857 $17,714 11,384 $22,768 3,577 $7,154 36,285 $72,570
SEEDING OF OFFSITE EASMENTS AC $350.00 4 $1,200 0 $0 0 $0 16 $5,500 0 $0 19 $6,753
EROSION CONTROL INSPECTION & MAINTENANCE LS $6,500.00 1 $6,500 1 $6,500 1 $6,500 1 $6,500 1 $6,500 5 $32,500
TOTAL EROSION CONTROL $26,962 $14,482 $27,019 $36,913 $14,314 $119,743
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
Page 8 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
H. FRANCHISE UTILITIES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $8,000.00 9 $72,000 5 $40,000 7 $56,000 9 $72,000 3 $24,000 33 $264,000
FRANCHISE UTILITY RELOCATION ALLOWANCE LS $90,000.00 1 $90,000 1 $90,000 1 $90,000 1 $90,000 1 $90,000 5 $450,000
TOTAL FRANCHISE UTILITIES $162,000 $130,000 $146,000 $162,000 $114,000 $714,000
I. MISCELLANEOUS & OTHER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
WATER EASEMENT ACQUISITION (20' WIDE)SF $3.00 22,100 $66,300 0 $0 0 $0 187,600 $562,800 0 $0 209,700 $629,100
SANITARY SEWER EASEMENT ACQUISITION (20' WIDE)SF $3.00 22,200 $66,600 0 $0 0 $0 27,400 $82,200 0 $0 49,600 $148,800
TEMP CONST EASEMENT ACQUISITION (50' WIDE)SF $1.50 110,750 $166,125 0 $0 0 $0 470,370 $705,555 0 $0 581,120 $871,680
TOTAL MISCELLANEOUS & OTHER $299,025 $0 $0 $1,350,555 $0 $1,649,580
J. RETAINING WALLS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
3' RETAINING WALL LF $80.00 900 $72,000 900 $72,000 600 $48,000 3,280 $262,400 900 $72,000 6,580 $526,400
4' RETAINING WALL LF $95.00 1,000 $95,000 0 $0 0 $0 120 $11,400 0 $0 1,120 $106,400
6' RETAINING WALL LF $165.00 700 $115,500 0 $0 600 $99,000 0 $0 0 $0 1,300 $214,500
8' RETAINING WALL LF $275.00 0 $0 0 $0 1,400 $385,000 0 $0 0 $0 1,400 $385,000
TOTAL RETAINING WALLS $282,500 $72,000 $532,000 $273,800 $72,000 $1,232,300
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5
Page 9 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
K. TXDOT- CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING / GRUBBING AC $3,500.00 2.5 $8,750 0.0 $0 0.0 $0 0.0 $0 13.4 $46,900 15.9 $55,650
STREET / ROW EXCAVATION CY $3.00 8,067 $24,201 0 $0 0 $0 0 $0 43,238 $129,714 51,305.0 $153,915
TESTING CY $0.25 8,067 $2,017 0 $0 0 $0 0 $0 43,238 $10,810 51,305.0 $12,826
TOTAL TXDOT CLEARING & EXCAVATION $34,968 $0 $0 $0 $187,424 $222,391
L. TXDOT STORM SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
18" RCP LF $80.00 33 $2,640 0 $0 0 $0 0 $0 1,455 $116,400 1,488 $119,040
21" RCP LF $90.00 0 $0 0 $0 0 $0 0 $0 255 $22,950 255 $22,950
24" RCP LF $105.00 560 $58,800 0 $0 0 $0 0 $0 965 $101,325 1,525 $160,125
27" RCP LF $125.00 0 $0 0 $0 0 $0 0 $0 405 $50,625 405 $50,625
30" RCP LF $145.00 440 $63,800 0 $0 0 $0 0 $0 105 $15,225 545 $79,025
36" RCP LF $165.00 45 $7,425 0 $0 0 $0 0 $0 625 $103,125 670 $110,550
10' STANDARD CURB INLET EA $7,500.00 3 $22,500 0 $0 0 $0 0 $0 14 $105,000 17 $127,500
4'X4' WYE INLET EA $4,500.00 0 $0 0 $0 0 $0 0 $0 1 $4,500 1 $4,500
4' MANHOLE EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 2 $15,000 3 $22,500
36'' HEADWALL EA $5,500.00 0 $0 0 $0 0 $0 0 $0 1 $5,500 1 $5,500
12" GROUTED ROCK RIP RAP SY $105.00 0 $0 0 $0 0 $0 0 $0 40 $4,200 40 $4,200
TRENCH SAFETY LF $0.75 1,078 $809 0 $0 0 $0 0 $0 3,810 $2,858 4,888 $3,666
TESTING (GEOTECH)LF $1.00 1,078 $1,078 0 $0 0 $0 0 $0 3,810 $3,810 4,888 $4,888
TESTING (TV)LF $2.00 1,078 $2,156 0 $0 0 $0 0 $0 3,810 $7,620 4,888 $9,776
BONDS %1.75%166,708 $2,917 0 $0 0 $0 0 $0 558,138 $9,767 724,845 $12,685
INSPECTION FEE %3.00%166,708 $5,001 0 $0 0 $0 0 $0 558,138 $16,744 724,845 $21,745
TOTAL TXDOT STORM SEWER $174,626 $0 $0 $0 $584,649 $759,275
TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5
Page 10 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
M. TXDOT PAVEMENT
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" REINF. CONCRETE STREET PAVEMENT SY $75.00 9,380 $703,500 0 $0 0 $0 0 $0 35,775 $2,683,125 45,155 $3,386,625
6" LIME STABILIZED SUBGRADE PREPARATION SY $4.50 10,318 $46,431 0 $0 0 $0 0 $0 39,353 $177,086 49,671 $223,517
HYDRATED LIME FOR STREET (36#/SY)TON $320.00 186 $59,432 0 $0 0 $0 0 $0 708 $226,670 894 $286,102
PAVEMENT HEADER EA $2,500.00 0 $0 0 $0 0 $0 0 $0 2 $5,000 2 $5,000
BARRIER FREE PEDESTRIAN RAMP EA $2,500.00 6 $15,000 0 $0 0 $0 0 $0 8 $20,000 14 $35,000
STREET SIGN EA $650.00 4 $2,600 0 $0 0 $0 0 $0 4 $2,600 8 $5,200
STOP SIGN EA $400.00 3 $1,200 0 $0 0 $0 0 $0 3 $1,200 6 $2,400
5' CONCRETE SIDEWALK LF $50.00 1,365 $68,250 0 $0 0 $0 0 $0 4,923 $246,150 6,288 $314,400
STRIPING LF $8.00 1,830 $14,640 0 $0 0 $0 0 $0 7,064 $56,512 8,894 $71,152
EXISTING DRIVEWAY ADJUSTMENTS EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 1 $7,500 2 $15,000
TEMPORARY TRANSITION EA $25,000.00 1 $25,000 0 $0 0 $0 0 $0 1 $25,000 2 $50,000
TRAFFIC CONTROL (TXDOT)LS $50,000.00 1 $50,000 0 $0 0 $0 0 $0 1 $50,000 2 $100,000
TRAFFIC SIGNAL EA $400,000.00 1 $400,000 0 $0 0 $0 0 $0 0 $0 1 $400,000
TESTING %2.00%925,113 $18,502 0 $0 0 $0 0 $0 3,390,532 $67,811 4,315,644 $86,313
BONDS %1.75%1,412,055 $24,711 0 $0 0 $0 0 $0 3,568,654 $62,451 4,980,709 $87,162
INSPECTION FEE %3.00%1,412,055 $42,362 0 $0 0 $0 0 $0 3,568,654 $107,060 4,980,709 $149,421
TOTAL TXDOT PAVEMENT $1,479,128 $0 $0 $0 $3,738,165 $5,217,293
N. TXDOT EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
INLET PROTECTION EA $165.00 45 $7,425 0 $0 0 $0 0 $0 625 $103,125 670 $110,550
8' CURLEX LF $2.00 4,563 $9,126 0 $0 0 $0 0 $0 17,404 $34,808 21,967 $43,934
EROSION CONTROL INSPECTION & MAINTENANCE LS $6,500.00 1 $6,500 0 $0 0 $0 0 $0 0 $0 1 $6,500
TOTAL TXDOT EROSION CONTROL $23,051 $0 $0 $0 $137,933 $160,984
TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5
Page 11 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:JCR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218016
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
MAJOR PUBLIC IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Oak Ridge - Major Public Improvements
O. TXDOT FRANCHISE UTILITIES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $8,000.00 4 $32,000 0 $0 0 $0 0 $0 8 $64,000 12 $96,000
FRANCHISE UTILITY RELOCATION ALLOWANCE LS $90,000.00 1 $90,000 0 $0 0 $0 0 $0 1 $90,000 2 $180,000
TOTAL TXDOT FRANCHISE UTILITIES $122,000 $0 $0 $0 $154,000 $276,000
SUMMARY - MAJOR PUBLIC IMPROVEMENTS
A. CLEARING & EXCAVATION $85,190 $57,348 $743,586 $777,221 $60,144 $1,723,487
B. WATER $977,043 $505,188 $426,961 $2,797,663 $577,578 $5,284,433
C. GRAVITY SEWER $1,620,607 $0 $0 $0 $0 $1,620,607
D. LIFT STATION $3,239,574 $0 $0 $0 $0 $3,239,574
E. STORM SEWER $346,952 $258,628 $2,907,918 $1,012,988 $340,977 $4,867,463
F. PAVEMENT $3,588,595 $857,987 $3,545,950 $2,997,668 $1,882,783 $12,872,983
G. EROSION CONTROL $26,962 $14,482 $27,019 $36,913 $14,314 $119,743
H. FRANCHISE UTILITIES $162,000 $130,000 $146,000 $162,000 $114,000 $714,000
I. MISCELLANEOUS & OTHER $299,025 $0 $0 $1,350,555 $0 $1,649,580
J. RETAINING WALLS $282,500 $72,000 $532,000 $273,800 $72,000 $1,232,300
K. TXDOT CLEARING & EXCAVATION $34,968 $0 $0 $0 $187,424 $222,391
L. TXDOT STORM SEWER $174,626 $0 $0 $0 $584,649 $759,275
M. TXDOT PAVEMENT $1,479,128 $0 $0 $0 $3,738,165 $5,217,293
N. TXDOT EROSION CONTROL $23,051 $0 $0 $0 $137,933 $160,984
O. TXDOT FRANCHISE UTILITIES $122,000 $0 $0 $0 $154,000 $276,000
SUB-TOTAL $12,462,221 $1,895,633 $8,329,433 $9,408,807 $7,863,967 $39,960,114
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING (12.5%)$1,044,640 $211,704 $956,429 $952,807 $940,496 $4,106,082
CONSTRUCTION MANAGEMENT (4%)$498,489 $75,825 $333,177 $376,352 $314,559 $1,598,405
CITY FEES (0.1%)$12,462 $1,896 $8,329 $9,409 $7,864 $39,960
MISCELLANEOUS & CONTINGENCY (20%)$2,492,444 $379,127 $1,665,887 $1,881,761 $1,572,793 $7,992,023
TOTAL COST $16,510,256 $2,564,185 $11,293,256 $12,629,137 $10,699,679 $53,696,584
LOTS 483 471 502 474 182 2112
COST / LOT $34,183 $5,444 $22,497 $26,644 $58,789 $25,425
TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5
Page 12 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
A. CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING AND GRUBBING AC $3,500.00 32.0 $111,910 34.0 $119,069 29.9 $104,775 27.7 $97,062 0.0 $0 123.7 $432,816
POND EXCAVATION CY $3.00 408,821.2 $1,226,464 313,326.9 $939,981 72,964.5 $218,894 264,650.0 $793,950 0.0 $0 1,059,762.6 $3,179,288
STREET / ROW EXCAVATION CY $3.00 103,170.4 $309,511 109,770.4 $329,311 96,592.6 $289,778 89,481.5 $268,444 0.0 $0 399,014.8 $1,197,044
CONSTRUCTION ENTRANCE EA $3,500.00 1.0 $3,500 1.0 $3,500 1.0 $3,500 1.0 $3,500 0.0 $0 4.0 $14,000
TESTING CY $0.25 103,170 $25,793 109,770 $27,443 96,593 $24,148 89,481 $22,370 0 $0 399,014.8 $99,754
TOTAL CLEARING & EXCAVATION $1,677,177 $1,419,304 $641,094 $1,185,326 $0 $4,922,902
B. WATER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
8" P.V.C. WATERLINE LF $55.00 26,343 $1,448,865 25,697 $1,413,335 25,590 $1,407,450 23,659 $1,301,245 0 $0 101,289 $5,570,895
1" DOMESTIC WATER SERVICE EA $1,200.00 483 $579,600 471 $565,200 502 $602,400 474 $568,800 0 $0 1,930 $2,316,000
1" IRRIGATION WATER SERVICE EA $1,600.00 5 $8,000 5 $8,000 5 $8,000 5 $8,000 0 $0 20 $32,000
FIRE HYDRANT ASSEMBLY EA $7,800.00 65 $507,000 60 $468,000 67 $522,600 54 $421,200 0 $0 246 $1,918,800
TRENCH SAFETY LF $0.75 26,343 $19,757 25,697 $19,273 25,590 $19,193 23,659 $17,744 0 $0 101,289 $75,967
TESTING (EXCLUDING GEOTECH)LF $0.75 26,343 $19,757 25,697 $19,273 25,590 $19,193 23,659 $17,744 0 $0 101,289 $75,967
TESTING (GEOTECH)LF $1.00 26,343 $26,343 25,697 $25,697 25,590 $25,590 23,659 $23,659 0 $0 101,289 $101,289
BONDS %1.75%$2,609,323 $45,663 $2,518,778 $44,079 $2,604,425 $45,577 $2,358,393 $41,272 $0 $0 10,090,918 $176,591
INSPECTION FEE %3.00%$2,609,323 $78,280 $2,518,778 $75,563 $2,604,425 $78,133 $2,399,664 $71,990 $0 $0 10,132,189 $303,966
TOTAL WATER $2,733,265 $2,638,419 $2,728,135 $2,471,654 $0 $10,571,474
TOTAL
City of Anna, Collin County, Texas
063218000
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
Oak Ridge - Direct Public Improvements
MARCH, 2025
POD 1 POD 2 POD 3 POD 4
OAK RIDGE
POD 5
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
Page 13 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
City of Anna, Collin County, Texas
063218000
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
Oak Ridge - Direct Public Improvements
MARCH, 2025
OAK RIDGE
C. SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
LF $65.00 24,302 $1,579,630 19,812 $1,287,780 21,790 $1,416,350 23,107 $1,501,955 0 $0 89,011 $5,785,715
MANHOLE (ALL DEPTHS)EA $7,500.00 65 $487,500 58 $435,000 59 $442,500 64 $480,000 0 $0 246 $1,845,000
VACCUM TEST MANHOLE EA $150.00 65 $9,750 58 $8,700 59 $8,850 64 $9,600 0 $0 246 $36,900
CLEANOUT EA $2,000.00 11 $22,000 10 $20,000 4 $8,000 4 $8,000 0 $0 29 $58,000
4" DOMESTIC SERVICE EA $1,400.00 483 $676,200 471 $659,400 502 $702,800 474 $663,600 0 $0 1,930 $2,702,000
TRENCH SAFETY LF $1.00 24,302 $24,302 19,812 $19,812 21,790 $21,790 23,107 $23,107 0 $0 89,011 $89,011
TESTING (EXCLUDING GEOTECH)LF $1.25 24,302 $30,378 19,812 $24,765 21,790 $27,238 23,107 $28,884 0 $0 89,011 $111,264
TESTING (GEOTECH)LF $0.50 24,302 $12,151 19,812 $9,906 21,790 $10,895 23,107 $11,554 0 $0 89,011 $44,506
BONDS %1.75%$2,841,911 $49,733 $2,465,363 $43,144 $2,638,423 $46,172 $2,726,699 $47,717 $0 $0 10,672,395 $186,767
INSPECTION FEE %3.00%$2,841,911 $85,257 $2,465,363 $73,961 $2,638,423 $79,153 $2,726,699 $81,801 $0 $0 10,672,395 $320,172
TOTAL SEWER $2,976,901 $2,582,468 $2,763,748 $2,856,217 $0 $11,179,334
D. STORM SEWER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
DRAINAGE SYSTEM AC $23,000.00 125.0 $2,875,000 126.0 $2,898,000 144.0 $3,312,000 125.0 $2,875,000 0.0 $0 520 $11,960,000
BONDS %1.75%$50,313 $880 $50,715 $888 $57,960 $1,014 $50,313 $880 $0 $0 209,300 $3,663
INSPECTION FEE %3.00%$86,250 $2,588 $86,940 $2,608 $99,360 $2,981 $86,250 $2,588 $0 $0 358,800 $10,764
TOTAL STORM SEWER $2,878,468 $2,901,496 $3,315,995 $2,878,468 $0 $11,974,427
POD 1 POD 2 POD 3 POD 4 TOTALPOD 5
POD 2 POD 3 POD 4 TOTAL
8" P.V.C. SEWERLINE (ALL DEPTHS)
POD 1 POD 5
Page 14 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
City of Anna, Collin County, Texas
063218000
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
Oak Ridge - Direct Public Improvements
MARCH, 2025
OAK RIDGE
E. PAVEMENT
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
6" REINF. CONCRETE STREET PAVEMENT SY $58.00 47,878 $2,776,911 49,944 $2,896,778 64,411 $3,735,844 44,778 $2,597,111 0 $0 207,011 $12,006,644
8" REINF. CONCRETE STREET PAVEMENT SY $75.00 43,333 $3,250,000 49,111 $3,683,333 27,333 $2,050,000 35,556 $2,666,667 0 $0 155,333 $11,650,000
8"-5"-8" CONCRETE STREET PAVEMENT (ALLEY)SY $66.00 5,800 $382,800 6,400 $422,400 0 $0 3,000 $198,000 0 $0 15,200 $1,003,200
8"-6"-8" CONCRETE STREET PAVEMENT (MEWS)SY $66.00 3,067 $202,400 667 $44,000 0 $0 3,333 $220,000 0 $0 7,067 $466,400
6" LIME STABILIZED SUBGRADE PREPARATION SY $4.50 61,056 $274,750 61,356 $276,100 68,567 $308,550 54,778 $246,500 0 $0 245,756 $1,105,900
8" LIME STABILIZED SUBGRADE PREPARATION SY $5.00 45,500 $227,500 51,567 $257,833 28,700 $143,500 37,333 $186,667 0 $0 163,100 $815,500
HYDRATED LIME FOR STREET (36#/SY)TON $320.00 1,918 $613,760 2,033 $650,432 1,751 $560,256 1,658 $530,560 0 $0 7,359 $2,355,008
PAVEMENT HEADER & STREET BARRICADE EA $2,500.00 2 $5,000 15 $37,500 0 $0 2 $5,000 0 $0 19 $47,500
REMOVE BARRICADE & CONNECT TO EXISTING EA $1,500.00 5 $7,500 7 $10,500 11 $16,500 11 $16,500 0 $0 34 $51,000
BARRIER FREE RAMP EA $2,500.00 66 $165,000 106 $265,000 57 $142,500 82 $205,000 0 $0 311 $777,500
5' CONCRETE SIDEWALK LF $50.00 3,390 $169,500 3,282 $164,100 3,274 $163,700 3,018 $150,900 0 $0 12,964 $648,200
10' CONCRETE SIDEWALK LF $80.00 18,353 $1,468,240 9,024 $721,920 25,227 $2,018,160 13,315 $1,065,200 0 $0 65,919 $5,273,520
TESTING %2.00%9,530,861 $190,617 9,381,896 $187,638 9,122,510 $182,450 8,066,604 $161,332 0 $0 36,101,872 $722,037
BONDS %1.75%$9,733,978 $170,345 $9,617,534 $168,307 $9,321,461 $163,126 $8,249,437 $144,365 $0 $0 36,922,410 $646,142
INSPECTION FEE %3.00%$9,733,978 $292,019 $9,617,534 $288,526 $9,321,461 $279,644 $8,249,437 $247,483 $0 $0 36,922,410 $1,107,672
TOTAL PAVEMENT $10,196,342 $10,074,367 $9,764,230 $8,641,285 $0 $38,676,224
F. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
4' CURLEX LF $1.75 58,300 $102,025 61,200 $107,100 49,700 $86,975 49,000 $85,750 0 $0 218,200 $381,850
TOTAL EROSION CONTROL $102,025 $107,100 $86,975 $85,750 $0 $381,850
TOTAL
POD 1 POD 2 POD 3 POD 4 TOTAL
POD 1 POD 2 POD 3 POD 4 POD 5
POD 5
Page 15 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
City of Anna, Collin County, Texas
063218000
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
Oak Ridge - Direct Public Improvements
MARCH, 2025
OAK RIDGE
G. FRANCHISE UTILITIES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STREET LIGHTS EA $3,500.00 69 $241,500 67 $234,500 69 $241,500 66 $231,000 0 $0 271 $948,500
TOTAL FRANCHISE UTILITIES $241,500 $234,500 $241,500 $231,000 $0 $948,500
H. MISCELLANEOUS & OTHER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
STOP SIGN EA $400.00 53 $21,200 36 $14,400 35 $14,000 38 $15,200 0 $0 162 $64,800
STREET SIGN EA $650.00 60 $39,000 46 $29,900 44 $28,600 43 $27,950 0 $0 193 $125,450
MISC SIGN EA $500.00 7 $3,500 11 $5,500 3 $1,500 6 $3,000 0 $0 27 $13,500
4" PVC SLEEVES LF $25.00 47 $1,163 39 $975 39 $975 42 $1,050 0 $0 167 $4,163
TOTAL MISCELLANEOUS & OTHER $64,863 $50,775 $45,075 $47,200 $0 $207,913
I. TOWNHOMES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
TOWNHOMES (ASSUME 7/AC)AC $210,000.00 0 $0 0 $0 0 $0 0 $0 26 $5,460,000 26 $5,460,000
TOTAL TOWNHOMES $0 $0 $0 $0 $5,460,000 $5,460,000
POD 1 POD 2 POD 3 POD 4 TOTAL
TOTALPOD 1 POD 2 POD 3 POD 4
POD 1 POD 2 POD 3 POD 4 TOTAL
POD 5
POD 5
POD 5
Page 16 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
City of Anna, Collin County, Texas
063218000
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA
Oak Ridge - Direct Public Improvements
MARCH, 2025
OAK RIDGE
SUMMARY - DIRECT PUBLIC IMPROVEMENTS
A. CLEARING & EXCAVATION $1,677,177 $1,419,304 $641,094 $1,185,326 $0 $4,922,902
B. WATER $2,733,265 $2,638,419 $2,728,135 $2,471,654 $0 $10,571,474
C. SEWER $2,976,901 $2,582,468 $2,763,748 $2,856,217 $0 $11,179,334
D. STORM SEWER $2,878,468 $2,901,496 $3,315,995 $2,878,468 $0 $11,974,427
E. PAVEMENT $10,196,342 $10,074,367 $9,764,230 $8,641,285 $0 $38,676,224
F. EROSION CONTROL $102,025 $107,100 $86,975 $85,750 $0 $381,850
G. FRANCHISE UTILITIES $241,500 $234,500 $241,500 $231,000 $0 $948,500
H. MISCELLANEOUS & OTHER $64,863 $50,775 $45,075 $47,200 $0 $207,913
I. TOWNHOMES (ASSUME 7/AC)$0 $0 $0 $0 $5,460,000 $5,460,000
SUB-TOTAL $20,870,542 $20,008,429 $19,586,752 $18,396,901 $5,460,000 $84,322,623
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING (10%)$2,056,418 $1,972,315 $1,930,018 $1,811,870 $546,000 $8,316,621
CONSTRUCTION MANAGEMENT (4%)$834,822 $800,337 $783,470 $735,876 $218,400 $3,372,905
CITY FEES (0.1%)$20,871 $20,008 $19,587 $18,397 $5,460 $84,323
MISCELLANEOUS & CONTINGENCY (20%)$4,174,108 $4,001,686 $3,917,350 $3,679,380 $1,092,000 $16,864,525
TOTAL COST $27,956,760 $26,802,775 $26,237,177 $24,642,424 $7,321,860 $112,960,997
LOTS 483 471 502 474 182 2112
COST / LOT $57,881 $56,906 $52,265 $51,988 $40,230 $53,485
TOTALPOD 1 POD 2 POD 3 POD 4 POD 5
Page 17 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546
A. CLEARING & EXCAVATION
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
CLEARING AND GRUBBING AC $3,500.00 93.0 $325,590 92.0 $321,931 114.1 $399,225 97.3 $340,438 0.0 $0 396.3 $1,387,184
LOT / BLOCK EXCAVATION CY $3.00 300,163 $900,489 296,790 $890,369 368,047 $1,104,142 313,852 $941,556 0 $0 1,278,851.9 $3,836,556
ROUGH LOT GRADING EA $300.00 483 $144,900 471 $141,300 502 $150,600 474 $142,200 0 $0 1,930.0 $579,000
FINAL LOT GRADING EA $200.00 483 $96,600 471 $94,200 502 $100,400 474 $94,800 0 $0 1,930.0 $386,000
MOISTURE CONDITION 40' LOTS (6' AVG DEPTH)LOT $2,450.00 120 $294,000 152 $372,400 0 $0 101 $247,450 0 $0 373.0 $913,850
MOISTURE CONDITION 50' LOTS (6' AVG DEPTH)LOT $3,500.00 214 $749,000 151 $528,500 218 $763,000 210 $735,000 0 $0 793.0 $2,775,500
MOISTURE CONDITION 60' LOTS (6' AVG DEPTH)LOT $4,000.00 73 $292,000 63 $252,000 181 $724,000 98 $392,000 0 $0 415.0 $1,660,000
MOISTURE CONDITION 70' LOTS (6' AVG DEPTH)LOT $4,500.00 76 $342,000 52 $234,000 103 $463,500 31 $139,500 0 $0 262.0 $1,179,000
MOISTURE CONDITION 80' LOTS (6' AVG DEPTH)LOT $5,000.00 0 $0 53 $265,000 0 $0 34 $170,000 0 $0 87.0 $435,000
TESTING CY $0.10 300,163 $30,016 296,790 $29,679 368,047 $36,805 313,852 $31,385 0 $0 1,278,851.9 $127,885
TOTAL CLEARING & EXCAVATION $3,174,595 $3,129,379 $3,741,672 $3,234,329 $0 $13,279,975
B. WATER UPSIZING
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
16" P.V.C. WATERLINE LF $315.00 5,845 $1,841,175 0 $0 2,440 $768,600 0 $0 0 $0 8,285 $2,609,775
16" GATE VALVE & BOX EA $35,000.00 16 $560,000 0 $0 8 $280,000 0 $0 2 $70,000 26 $910,000
16" PLUG W/ RURAL FLUSHING VALVE EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 1 $4,000
TRENCH SAFETY LF $0.25 5,845 $1,461 0 $0 2,440 $610 0 $0 0 $0 8,285 $2,071
TESTING (EXCLUDING GEOTECH)LF $0.25 5,845 $1,461 0 $0 2,440 $610 0 $0 0 $0 8,285 $2,071
TESTING (GEOTECH)LF $0.75 5,845 $4,384 0 $0 2,440 $1,830 0 $0 0 $0 8,285 $6,214
BONDS %1.75%2,412,481 $42,218 0 $0 1,051,650 $18,404 0 $0 70,000 $1,225 3,534,131 $61,847
INSPECTION FEE %3.00%2,412,481 $72,374 0 $0 1,051,650 $31,550 0 $0 70,000 $2,100 3,534,131 $106,024
PUBLIC COSTS FOR 12" WATER -$624,125 $0 -$253,000 $0 -$13,000 $0
TOTAL WATER UPSIZING $1,902,949 $0 $848,603 $0 $60,325 $3,702,002
TOTAL
TOTALPOD 5
POD 1 POD 2 POD 3 POD 4 POD 5
063218000
POD 1 POD 2 POD 3 POD 4
Oak Ridge - Private Improvements
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
PRIVATE IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
Page 18 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218000
Oak Ridge - Private Improvements
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
PRIVATE IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
C. RETAINING WALLS
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
WALL ALLOWANCE (1% - 3% SLOPE)LOT $6,000.00 125 $750,000 128 $768,000 206 $1,236,000 203 $1,218,000 0 $0 662 $3,972,000
WALL ALLOWANCE (3% - 7% SLOPE)LOT $9,000.00 132 $1,188,000 190 $1,710,000 201 $1,809,000 206 $1,854,000 0 $0 729 $6,561,000
WALL ALLOWANCE (GREATER THAN 7% SLOPE)LOT $12,000.00 181 $2,172,000 80 $960,000 77 $924,000 15 $180,000 0 $0 353 $4,236,000
WALL ALLOWANCE (GREATER THAN 10% SLOPE)LOT $15,000.00 37 $555,000 59 $885,000 $0 40 $600,000 0 $0 136 $2,040,000
TOTAL RETAINING WALLS $4,665,000 $4,323,000 $3,969,000 $3,852,000 $0 $16,809,000
D. EROSION CONTROL
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
SILT FENCE (PERIMETER & CREEK PROTECTION)LF $2.50 16,367 $40,918 12,457 $31,143 23,022 $57,555 17,733 $44,333 0 $0 69,579 $173,948
OVERSEED LOTS LOT $55.00 483 $26,565 471 $25,905 502 $27,610 474 $26,070 0 $0 1,930 $106,150
MISC. EROSION CONTROL INSPECTION & MAINTENANCE LOT $120.00 483 $57,960 471 $56,520 502 $60,240 474 $56,880 0 $0 1,930 $231,600
TOTAL EROSION CONTROL $125,443 $113,568 $145,405 $127,283 $0 $511,698
E. AMENITIES, LANDSCAPE & SCREENING
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
AMENITY CENTER EA $5,500,000.00 1 $5,500,000 0 $0 0 $0 1 $5,500,000 0 $0 2 $11,000,000
POCKET PARK EA $80,000.00 3 $240,000 3 $240,000 2 $160,000 2 $160,000 0 $0 10 $800,000
MAJOR ENTRY MONUMENT EA $70,000.00 4 $280,000 7 $490,000 2 $140,000 5 $350,000 0 $0 18 $1,260,000
MINOR ENTRY MONUMENT EA $40,000.00 4 $160,000 7 $280,000 3 $120,000 6 $240,000 0 $0 20 $800,000
OPEN SPACE IRRIGATION AND LANDSCAPE SF $3.75 319,511 $1,198,166 296,034 $1,110,128 334,584 $1,254,690 512,714 $1,922,679 0 $0 1,462,843 $5,485,663
6' MASONRY SCREENING FENCE (ALONG 120' R.O.W.)LF $145.00 3,845 $557,525 3,903 $565,935 3,047 $441,815 4,200 $609,000 0 $0 14,995 $2,174,275
6' WOOD SCREENING FENCE (ALONG 60' R.O.W.)LF $90.00 4,651 $418,590 1,936 $174,240 4,030 $362,700 4,702 $423,180 0 $0 15,319 $1,378,710
TOTAL AMENITIES, LANDSCAPE & SCREENING $8,354,281 $2,860,303 $2,479,205 $9,204,859 $0 $22,898,648
POD 5
POD 5
POD 1 POD 2 POD 3 POD 4
POD 4POD 1 POD 2 POD 3
TOTAL
TOTAL
TOTALPOD 5POD 1 POD 2 POD 3 POD 4
Page 19 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218000
Oak Ridge - Private Improvements
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
PRIVATE IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
F. FRANCHISE UTILITIES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
ELECTRIC SERVICE ALLOWANCE LOT $1,100.00 483 $531,300 471 $518,100 502 $552,200 474 $521,400 0 $0 1,930 $2,123,000
GAS SERVICE ALLOWANCE LOT $650.00 483 $313,950 471 $306,150 502 $326,300 474 $308,100 0 $0 1,930 $1,254,500
TELEPHONE AND CABLE SERVICE ALLOWANCE LOT $0.00 483 $0 471 $0 502 $0 474 $0 0 $0 1,930 $0
TOTAL FRANCHISE UTILITIES $845,250 $824,250 $878,500 $829,500 $0 $3,377,500
G. MISCELLANEOUS & OTHER
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
PRELIMINARY GEOTECHNICAL REPORT (PRORATED)LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 0 $0 4 $40,000
TREE SURVEY LS $23,000.00 1 $23,000 1 $23,000 1 $23,000 1 $23,000 0 $0 4 $92,000
FINAL GEOTECHNICAL REPORT LOT $400.00 483 $193,200 471 $188,400 502 $200,800 474 $189,600 0 $0 1,930 $772,000
PID COST LOT $3,400.00 483 $1,642,200 471 $1,601,400 502 $1,706,800 474 $1,611,600 0 $0 1,930 $6,562,000
TOTAL MISCELLANEOUS & OTHER $1,868,400 $1,822,800 $1,940,600 $1,834,200 $0 $7,466,000
H. TOWNHOMES
DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL
TOWNHOMES (ASSUME 7/AC)AC $140,000.00 0 $0 0 $0 0 $0 0 $0 26 $3,640,000 26 $3,640,000
TOTAL TOWNHOMES $0 $0 $0 $0 $3,640,000 $3,640,000
POD 1 POD 2 POD 3 POD 4
POD 1 POD 2 POD 3
TOTAL
TOTAL
TOTAL
POD 5
POD 5
POD 1 POD 2 POD 3 POD 4 POD 5
POD 4
Page 20 of 21
POD 1 POD 2 POD 3 POD 4 POD 5 TOTAL
PROJECT NAME:CREATED BY:BGW, GDR NO. OF LOTS:483 471 502 474 182 2,112
CITY:CHECKED BY:JCR GROSS AC.170 144 258 148 26 746
JOB NUMBER:REVISED BY:NET AC.125 126 144 125 26 546063218000
Oak Ridge - Private Improvements
City of Anna, Collin County, Texas
PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST
OAK RIDGE
PRIVATE IMPROVEMENTS - CITY OF ANNA
MARCH, 2025
SUMMARY - PRIVATE IMPROVEMENTS
A. CLEARING & EXCAVATION $3,174,595 $3,129,379 $3,741,672 $3,234,329 $0 $13,279,975
B. WATER UPSIZING $1,902,949 $0 $848,603 $0 $60,325 $3,702,002
C. RETAINING WALLS $4,665,000 $4,323,000 $3,969,000 $3,852,000 $0 $16,809,000
D. EROSION CONTROL $125,443 $113,568 $145,405 $127,283 $0 $511,698
E. AMENITIES, LANDSCAPE & SCREENING $8,354,281 $2,860,303 $2,479,205 $9,204,859 $0 $22,898,648
F. FRANCHISE UTILITIES $845,250 $824,250 $878,500 $829,500 $0 $3,377,500
G. MISCELLANEOUS & OTHER $1,868,400 $1,822,800 $1,940,600 $1,834,200 $0 $7,466,000
H. TOWNHOMES $0 $0 $0 $0 $3,640,000 $3,640,000
SUB-TOTAL $20,935,918 $13,073,299 $14,002,985 $19,082,170 $3,700,325 $71,684,823
PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING (10%)$1,822,227 $1,042,625 $1,118,389 $1,641,847 $370,033 $6,084,132
CONSTRUCTION MANAGEMENT (4%)$837,437 $522,932 $560,119 $763,287 $148,013 $2,867,393
CITY FEES (0.1%)$20,936 $13,073 $14,003 $19,082 $3,700 $71,685
MISCELLANEOUS & CONTINGENCY (20%)$4,187,184 $2,614,660 $2,800,597 $3,816,434 $740,065 $14,336,965
TOTAL COST $27,803,701 $17,266,589 $18,496,093 $25,322,821 $4,962,136 $95,044,997
LOTS 483 471 502 474 182 2112
COST / LOT $57,565 $36,659 $36,845 $53,424 $27,264 $45,002
POD 2 POD 3 TOTALPOD 5POD 4POD 1
Page 21 of 21
Exhibit F
Major Sewer Improvements
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - SEWER DA EXHIBIT.DWG
LAST SAVED 5/7/2025 8:58 AM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
May 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.
CR 288
Future 120' Major Arterial
US 75Pod 1
Pod 3
Pod 2
Pod 4
Pod 5
Commercial
LEGEND
PROPERTY BOUNDARY
POD BOUNDARY
LEGEND
POD 1 ZONE 15" SEWER LINE
(BENEFITS PROJECT EAST OF
TRINITY FALLS PARKWAY)
NOTE:
1) LAND PLAN IS CONCEPTUAL IN NATURE
& SUBJECT TO CHANGE.
2) POD LINES ARE CONCEPTUAL IN
NATURE & USED TO DERIVE
QUANTITIES FOR MASTER
INFRASTRUCTURE ONLY.
3) ALL SEWER LINES SHOWN ON THIS
EXHIBIT ARE IMPACT FEE ELIGIBLE
Connect to
Existing Manhole
EXHIBIT F
OAK RIDGE MAJOR SEWEREXISTING 30"COMMERCIAL
FUTURE
EXISTING 30"FU
TUR
E
5
4
"
(B
YCI
T
Y
O
F
ANN
A
)FUTURE 21"SEWER DRAINAGE DIVIDEAPPROXIMATE LOCATION OF SANITARYFUTURE
2
4
"FUTURE 54" (BYCITY OF ANNA)FUTURE 54" (BYCITY OF ANNA)EXISTING 30"COMMERCIAL
FUTURE
FUTURE PARALLEL 42"EXISTING 30"FU
TUR
E
5
4
"
(B
YCI
T
Y
O
F
ANN
A
)FUTURE 21"SEWER DRAINAGE DIVIDEAPPROXIMATE LOCATION OF SANITARYFUTURE
2
4
"FUTURE 54" (BYCITY OF ANNA)FUTURE 54" (BYCITY OF ANNA)TRINI
T
Y
F
ALL
S
P
A
R
K
W
A
Y
POD 3 ZONE 21" SEWER LINE
(BENEFITS PROJECT WEST
OF TRINITY FALLS PARKWAY)
POD 3 ZONE 24" SEWER LINE
(BENEFITS PROJECT WEST
OF TRINITY FALLS PARKWAY)
Exhibit G
Major Water Improvements
DWG NAME K:\FRI_CIVIL\063218000-OAK RIDGE\CAD\EXHIBITS\PLANSHEETS\OPC EXHIBITS\OAK RIDGE POD EXHIBIT - WATER DA EXHIBIT.DWG
LAST SAVED 5/7/2025 9:13 AM
NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND MAY HAVE BEEN PRODUCED
WITHOUT THE BENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.
Oak Ridge
Collin County, Texas
May 2025
GRAPHIC SCALE IN FEET
0 200 400 800
1"=400'@ 22x34
Cowan Rd.
CR 288
Future 120' Major Arterial
PROPERTY BOUNDARY
POD BOUNDARY
LEGEND
POD 2 MAJOR 12" WATER LINE
POD 1 MAJOR 12" WATER LINE
POD 4 MAJOR 12" WATER LINE
POD 3 MAJOR 12" WATER LINE
NOTE:
1) WATER LINE SIZES WERE DERIVED
FROM CITY OF ANNA'S MASTER WATER
PLAN.
2) LAND PLAN IS CONCEPTUAL IN NATURE
& SUBJECT TO CHANGE.
3) POD LINES ARE CONCEPTUAL IN
NATURE & USED TO DERIVE QUANTITIES
FOR MASTER INFRASTRUCTURE ONLY
4) ALL WATER LINES SHOWN ON THIS
EXHIBIT ARE IMPACT FEE ELIGIBLE..US 75Pod 1
Pod 3
Pod 2
Pod 4
Pod 5
Commercial
EXHIBIT G
OAK RIDGE MAJOR WATER
POD 1 MAJOR 16" WATER LINE
FUTURE 12"
(BY OTHERS)
E
X
I
S
T
I
N
G
1
6
"FUTURE 20"(BY OTHERS)FUTURE 12"
(BY OTHERS)
TRINI
T
Y
F
ALL
S
P
K
W
Y
Exhibit H
Major Roadway Improvements
Detention
Pond
Detention
Pond
OAK RIDGE EXHIBIT H - MAJOR ROADWAY IMPROVEMENT (03/2025)
0 250’500’1000’
Legend
Site boundary
Major Arterial (120’ ROW)
The information shown is based on the best information available and is subject to change without notice.
NRCS
FM 455
FM 455FM 455Cowan Rd.
Detention
Pond
Detention
Pond
Detention
Pond
Note:
All major arterials as shown are eligible
for impact fee reimbursement.
Exhibit I
Conceptual Amenity Depictions
OAK RIDGE EXHIBIT I - CONCEPTUAL AMENITY DEPICTIONS (03/2025)
The information shown is based on the best information available and is subject to change without notice.
Exhibit J
Trail and Open Space Improvements
OAK RIDGE EXHIBIT J - TRAIL AND OPEN SPACE IMPROVEMENT (03/2025)
Pocket Park
0 250’500’1000’
The information shown is based on the best information available and is subject to change without notice.
Legend
Site Boundary
Lake and Detention
Open Space
Amenity Center
Pocket Park
Regional Trail
Community Trail
Neighborhood Trail
Roadside Trail
NRCS
FM 455
FM 455FM 455Cowan Rd.
Detention
Pond
Detention
Pond
Amenity Center
Amenity Center
Detention
Pond
Detention
Pond
Detention
Pond
Pocket Park
Pocket Park
Pocket Park
Exhibit K
Form of Written Request to Levy Assessments
The undersigned is an agent for OPP-Oak Ridge, LP (“Developer”) and, pursuant to the
Oak Ridge Development Agreement between the Developer and the City of Anna, Texas (the
“City”), dated as of _________, 2025 (the “Agreement”), Developer hereby requests that the City
levy Assessments upon property located in Phase #__ (the “Phase”) to pay the PID Projects Cost
and, if and when the Developer requests PID Bonds to be issued to pay (i) the costs of issuance of
the associated series of PID Bonds (including funding any applicable reserves), (ii) the costs of
capitalized interest attributable to said series of PID Bonds, if any, and (iii) any applicable PID
formation costs.
Unless otherwise defined, any capitalized terms used herein shall have the meanings
ascribed to them in the Agreement. In connection with the above request, Developer
acknowledges, agrees, represents and warrants to the City as follows:
1) The PID Projects to be financed have been or will be constructed according to the
approved Development Standards imposed by the Agreement, including without limitation any
applicable City Regulations.
2) The Developer is current on all taxes, assessments, fees and obligations to the City
including without limitation payment of Assessments.
3) Developer is not in material default under the Agreement.
4) Attached hereto as Attachment I is an engineer’s opinion of probable cost reflecting
the improvements to be financed through the Assessments.
5) To the extent the Developer requests that the City issue PID Bonds, the Developer
will not support the levy of Assessments or request the issuance of PID Bonds which do not meet
the following standards set forth in Section 6.1 of the Development Agreement, and supporting
material in connection with item (a), below, is set forth in the financial analysis attached hereto as
Attachment I:
(a) The overlapping tax rate on the Phase when taking into account the proposed
Assessments and the current ad valorem tax rates for all taxing entities within the PID
does not exceed the Maximum Total Overlapping Tax Rate.
(b) The appraised value of the portion of the PID in the applicable Phase to the par amount
of PID Bonds issued with respect to such Phase shall be confirmed by an Independent
Appraisal unless such requirement is waived by the City its sole discretion.
(c) If the applicable portion of PID Projects has not already been constructed and to the
extent PID Bond Proceeds are insufficient to fund such Public Improvement Project
Cost, the City may require the Developer to, at time of closing the PID Bonds, provide
evidence of (a) available funds to the Developer or any corporate parent of the
Developer and made available to the Developer, (b) 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 Lender for the purpose of development of
the PID Projects, equal to or greater than the difference between the PID Projects Cost
and the PID Bond Proceeds available to fund such PID Projects Cost or (c) 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 (a), (b) or (c) in the discretion
of the Developer. 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.
6) The Developer understands and agrees that, if PID Bonds are being issued, it must enter
into a continuing disclosure agreement in the form required by the Underwriter or by the
purchasers of the PID Bonds, and Developer represents and warrants that Developer is currently
in compliance with all past continuing disclosure obligations.
OPP-OAK RIDGE, LP,
a Texas limited partnership
By:___________________________
Name: ________________________
Title:__________________________
Exhibit L
PID Financial Summary
City of Anna, Texas For illustration purposes only
Oak Ridge 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
TH/SF 22'182 69,300$ 346,500$ 12,612,600$ 63,063,000$
SF 40'373 90,200 451,000 33,644,600 168,223,000
SF 50'793 108,900 544,500 86,357,700 431,788,500
SF 60'415 119,900 599,500 49,758,500 248,792,500
SF 70'262 132,000 660,000 34,584,000 172,920,000
SF 80'87 144,100 720,500 12,536,700 62,683,500
2,112 229,494,100$ 1,147,470,500$
Single Family Unit Weighted Average…............................$108,662 $543,310
Notes:
Information provided by the Developer on 5/20/2024. Subject to change.
TOTAL OAK RIDGE PUBLIC IMPROVEMENT DISTRICT
Hilltop Securities Inc.Page 1 of 5 5/21/2025
City of Anna, Texas For illustration purposes only
Oak Ridge Public Improvement District
PROJECT DEBT CAPACITY SUMMARY
PID BONDS
SOURCES OF FUNDS
Estimated Par Amount of Bonds 188,191,000$
Total Sources of Funds 188,191,000$
USES OF FUNDS
Project Fund (Bond Proceeds PID Projects)156,671,972$
Capitalized Interest Fund(1)-
Debt Service Reserve Fund(2)14,620,998
Financing Costs & Admin Fees(3)16,898,030
Total Uses of Funds 188,191,000$
Expected Value-to-Lien per Parcel at Bond Issuance(4)1.22x
Assumed Bond Interest Rate(5)6.35%
Average Annual Installment as Tax Rate Equivalent $1.3506
Less: TIRZ Adjustment as Tax Rate Equivalent(6)($0.2536)
Net Average Annual Installment as Tax Rate Equivalent $1.0970
Term of Bonds 30 years
City TIRZ Participation Rate as % of Tax Rate 50%
Number of Benefited Units 2,112
PID Assessment per Benefited Unit $89,106
Project Funds per Benefited Unit $74,182
City PID Fee per SF Unit ($3,400)
Net Project Funds per Benefited Unit $70,782
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.
(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 5/21/2025
City of Anna, Texas For illustration purposes only
Oak Ridge Public Improvement District
PROJECTED TAX STATEMENT
Tax Tax Tax Tax Tax Tax
2024 Levy on Levy on Levy on Levy on Levy on Levy on
Tax $346,500 $451,000 $544,500 $599,500 $660,000 $720,500
Rate 22' Home 40' Home 50' Home 60' Home 70' Home 80' Home
City of Anna $ 0.5072 1,757.45$ 2,287.47$ 2,761.70$ 3,040.66$ 3,347.52$ 3,654.38$
Collin County 0.1493 517.47 673.54 813.17 895.31 985.66 1,076.02
Collin County Community College District 0.0812 281.43 366.30 442.24 486.91 536.05 585.19
Anna Independent School District 1.2552 4,349.27 5,660.95 6,834.56 7,524.92 8,284.32 9,043.72
Total Tax Rate 1.9930$ 6,905.62$ 8,988.26$ 10,851.68$ 11,947.81$ 13,153.56$ 14,359.30$
GROSS Avg. Annual Installment as a Tax Rate Equivalent/Levy(1)1.3506$ 4,679.79$ 6,091.16$ 7,353.96$ 8,096.78$ 8,913.89$ 9,730.99$
Total GROSS Overlapping Tax Rate Equivalent/Levy plus Special Assessment 3.3436$ 11,585.41$ 15,079.42$ 18,205.64$ 20,044.59$ 22,067.44$ 24,090.29$
Projected TIRZ Credit as Tax Rate Equivalent/Levy (2)(0.2536)$ (878.72)$ (1,143.74)$ (1,380.85)$ (1,520.33)$ (1,673.76)$ (1,827.19)$
Total Overlapping Tax Rate Equivalent/Levy after Projected TIRZ Credit (3)3.0900$ 10,706.68$ 13,935.68$ 16,824.79$ 18,524.26$ 20,393.68$ 22,263.10$
Net Avg. Annual Installment as Tax Rate Equivalent/Levy 1.0970$ 3,801.07$ 4,947.42$ 5,973.10$ 6,576.45$ 7,240.13$ 7,903.80$
(1) Inclusive of principal, interest, additonal interest and admin levies.
(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 5/21/2025
City of Anna, Texas For illustration purposes only
Oak Ridge 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 2,152,000$ 11,950,129$ 940,955$ 455,000$ 15,498,084$ 1.3506$ 1 15,498,084$ 2,909,985$ 0.2536$ 12,588,098$ 1.0970$
2 2,290,000 11,813,477 930,195 464,100 15,497,772 1.3506 2 15,497,772 2,909,985 0.2536 12,587,786 1.0970
3 2,437,000 11,668,062 918,745 473,382 15,497,189 1.3506 3 15,497,189 2,909,985 0.2536 12,587,203 1.0970
4 2,595,000 11,513,312 906,560 482,850 15,497,722 1.3506 4 15,497,722 2,909,985 0.2536 12,587,736 1.0970
5 2,763,000 11,348,530 893,585 492,507 15,497,621 1.3506 5 15,497,621 2,909,985 0.2536 12,587,636 1.0970
6 2,942,000 11,173,079 879,770 502,357 15,497,206 1.3506 6 15,497,206 2,909,985 0.2536 12,587,221 1.0970
7 3,134,000 10,986,262 865,060 512,404 15,497,726 1.3506 7 15,497,726 2,909,985 0.2536 12,587,741 1.0970
8 3,338,000 10,787,253 849,390 522,652 15,497,295 1.3506 8 15,497,295 2,909,985 0.2536 12,587,310 1.0970
9 3,557,000 10,575,290 832,700 533,105 15,498,095 1.3506 9 15,498,095 2,909,985 0.2536 12,588,110 1.0970
10 3,789,000 10,349,421 814,915 543,767 15,497,103 1.3505 10 15,497,103 2,909,985 0.2536 12,587,117 1.0969
11 4,038,000 10,108,819 795,970 554,642 15,497,431 1.3506 11 15,497,431 2,909,985 0.2536 12,587,446 1.0970
12 4,304,000 9,852,406 775,780 565,735 15,497,921 1.3506 12 15,497,921 2,909,985 0.2536 12,587,936 1.0970
13 4,587,000 9,579,102 754,260 577,050 15,497,412 1.3506 13 15,497,412 2,909,985 0.2536 12,587,427 1.0970
14 4,890,000 9,287,828 731,325 588,591 15,497,744 1.3506 14 15,497,744 2,909,985 0.2536 12,587,758 1.0970
15 5,213,000 8,977,313 706,875 600,363 15,497,550 1.3506 15 15,497,550 2,909,985 0.2536 12,587,565 1.0970
16 5,558,000 8,646,287 680,810 612,370 15,497,467 1.3506 16 15,497,467 2,909,985 0.2536 12,587,482 1.0970
17 5,927,000 8,293,354 653,020 624,617 15,497,991 1.3506 17 15,497,991 2,909,985 0.2536 12,588,006 1.0970
18 6,320,000 7,916,990 623,385 637,110 15,497,484 1.3506 18 15,497,484 2,909,985 0.2536 12,587,499 1.0970
19 6,740,000 7,515,670 591,785 649,852 15,497,307 1.3506 19 15,497,307 2,909,985 0.2536 12,587,321 1.0970
20 7,189,000 7,087,680 558,085 662,849 15,497,614 1.3506 20 15,497,614 2,909,985 0.2536 12,587,628 1.0970
21 7,668,000 6,631,178 522,140 676,106 15,497,424 1.3506 21 15,497,424 2,909,985 0.2536 12,587,439 1.0970
22 8,180,000 6,144,260 483,800 689,628 15,497,688 1.3506 22 15,497,688 2,909,985 0.2536 12,587,703 1.0970
23 8,727,000 5,624,830 442,900 703,421 15,498,151 1.3506 23 15,498,151 2,909,985 0.2536 12,588,166 1.0970
24 9,310,000 5,070,666 399,265 717,489 15,497,420 1.3506 24 15,497,420 2,909,985 0.2536 12,587,434 1.0970
25 9,934,000 4,479,481 352,715 731,839 15,498,034 1.3506 25 15,498,034 2,909,985 0.2536 12,588,049 1.0970
26 10,599,000 3,848,672 303,045 746,476 15,497,192 1.3506 26 15,497,192 2,909,985 0.2536 12,587,207 1.0970
27 11,311,000 3,175,635 250,050 761,405 15,498,090 1.3506 27 15,498,090 2,909,985 0.2536 12,588,105 1.0970
28 12,070,000 2,457,387 193,495 776,633 15,497,515 1.3506 28 15,497,515 2,909,985 0.2536 12,587,530 1.0970
29 12,881,000 1,690,942 133,145 792,166 15,497,253 1.3506 29 15,497,253 2,909,985 0.2536 12,587,267 1.0970
30 13,748,000 872,998 68,740 808,009 15,497,747 1.3506 30 15,497,747 2,909,985 0.2536 12,587,762 1.0970
188,191,000$ 239,426,306$ 18,852,465$ 18,458,476$ 464,928,247$ 464,928,247$ 87,299,556$ 377,628,691$
(1) Assumes an interest rate of 6.35% 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 seven PID improvement areas/TIRZ subzones.
PID Bonds w/50% City TIRZ Enhancement
Hilltop Securities Inc.Page 4 of 5 5/21/2025
City of Anna, Texas For illustration purposes only
Oak Ridge Public Improvement District
PROJECT IMPACT ON THE CITY (AD VALOREM PROPERTY TAXES) - 50% TIRZ Scenario
50%50%
At 2024 Rate City Taxes At 2024 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 2,112 $543,310 $1,147,470,500 $2,756 ($1,378)$1,378 $5,819,970 ($2,909,985)$2,909,985
City Taxes City Taxes
Proposed Non TIRZ used for Total Proposed Non TIRZ used for Total
Average PID Bonds Funds for Average PID Bonds Funds for
Average Average PID Assessment Debt Service Debt Service and PID Assessment Debt Service Debt Service and
Build Out Build Out Annual Installment and TIRZ Admin PID/TIRZ Admin Annual Installment and TIRZ Admin PID/TIRZ 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 2,112 $543,310 $1,147,470,500 $5,960 $1,378 $7,338 $12,587,623 $2,909,985 $15,497,608
Hilltop Securities Inc.Page 5 of 5 5/21/2025
Item No. 6.d.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Gregory Peters
AGENDA ITEM:
Consider/Discuss/Action on a Resolution of the City Council of the City of Anna, Texas,
finding that a public necessity exists for the acquisition of a permanent right of way on
and under 0.827 acres of real property, a permanent right of way on and under 0.418
acres of real property, a temporary construction easement providing limited rights on
and under 0.27 acres of real property, a permanent sanitary sewer easement providing
limited rights on and under 0.66 acres of real property, and a temporary construction
easement providing limited rights on and under 0.65 acres of real property more or less;
authorizing the City Manager, staff, contractors, and the city's attorneys to acquire said
easements by any lawful means, including but not limited to negotiations, and, if
necessary, proceedings in eminent domain; providing an effective date. (Assistant City
Manager Greg Peters, P.E.)
SUMMARY:
This item is a request for the City Council of the City of Anna, Texas to make a finding
of public necessity for easements and rights-of-way required for the construction and
maintenance of roadway and sanitary sewer capital improvement projects in the City of
Anna, Texas.
FINANCIAL IMPACT:
This item has no financial impact at this time. The City and its consultants will work with
the landowner on the acquisition process for the needed right-of-way and easements in
accordance with State Law.
BACKGROUND:
The City is
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Resilient.
ATTACHMENTS:
1. Res Public Necessity MJLA Adams
2. Exhibit A
3. Exhibit B
4. Exhibit C
5. Exhibit D
CITY OF ANNA, TEXAS RESOLUTION NO. ________ Page 1 of 4
CITY OF ANNA, TEXAS
RESOLUTION NO. __________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, FINDING
THAT A PUBLIC NECESSITY EXISTS FOR ACQUISITION OF PERMANENT RIGHT
OF WAY AND A TEMPORARY CONSTRUCTION EASEMENT, AND A PERMANENT
SANITARY SEWER LINE EASEMENT AND A TEMPORARY CONSTRUCTION
EASEMENT ON AND UNDER REAL PROPERTY LOCATED IN THE W BURNS
SURVEY, ABSTRACT A0100; AUTHORIZING THE CITY MANAGER, STAFF,
CONTRACTORS, AND THE CITY'S ATTORNEYS TO ACQUIRE SAID EASEMENTS
BY ANY LAWFUL MEANS, INCLUDING BUT NOT LIMITED TO NEGOTIATIONS,
AND, IF NECESSARY, PROCEEDINGS IN EMINENT DOMAIN; PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the City of Anna plans to construct and/or install public roads and public
sanitary sewer lines and associated appurtenances to meet the public need to provide
roadway and sanitary sewer system improvements to benefit the City of Anna, its citizens
and the general health, safety and welfare; and
WHEREAS, it is necessary to acquire a certain permanent sanitary sewer line easement
not now held by the City of Anna for such sanitary sewer system improvements; and
WHEREAS, it is necessary for the City to use its authority to pursue negotiations for the
acquisition of said easements and/or to pursue the easements under power of eminent
domain; and
WHEREAS, the City Council of the City of Anna, Texas ("City Council"), after careful
consideration, finds that a public necessity exists for acquisition of a permanent right of
way of 0.827 acres, a permanent right of way of 0.418 acres, a temporary construction
easement of 0.27 acres, a sanitary sewer line easement of 0.656 acres, more or less, a
temporary construction easement, respectively providing limited rights on and under
0.655 acres of real property, more or less, said tracts being more particularly described
in Section 2 of this resolution, for the purposes of constructing, laying, maintaining,
repairing and/or replacing of roadway improvements and sanitary sewer lines and related
appurtenances, and benefiting the public health, safety and welfare;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Incorporation of Recitals; Purpose
1.01 The City Council finds that the above-stated recitals are true and correct and
said recitals are incorporated herein as if set forth in full for all purposes.
1.02 This resolution is intended to comply in all respects with Texas Government
Code § 2206.001, et seq., Texas Local Government Code § 251.001, et seq.,
and Texas Property Code § 21.001 et seq., to the extent the provisions of such
statutes are applicable, and to comply with all other applicable law.
CITY OF ANNA, TEXAS RESOLUTION NO. ________ Page 2 of 4
1.03 The City Council, by this resolution, intends, if necessary, to exercise the City's
powers of eminent domain under Texas Local Government Code § 251.001 and
any and all other applicable law.
Section 2. Easements to be Acquired
2.01 The necessary permanent right of way sought to be acquired will provide
exclusive rights on and under a portion of a tract of real property, said portion
totaling approximately 0.827 acres of real property (the "Permanent Right of
Way"), currently held by MJLA Adams, Limited, and/or others. Said approximate
0.827 acres of real property is generally aligned and described as shown in
Exhibit A, attached to this resolution and incorporated herein by reference as if
fully set forth for all purposes. The precise permanent right-of-way to be acquired
may differ from what is shown in said alignment and description, but said
alignment and description approximates the general route and general area of
the permanent right of way to be acquired.
2.02 The necessary permanent right of way sought to be acquired will provide
exclusive rights on and under a portion of a tract of real property, said portion
totaling approximately 0.418 acres of real property (the "Permanent Right of
Way"), currently held by MJLA Adams, Limited, and/or others. Said approximate
0.418 acres of real property is generally aligned and described as shown in
Exhibit B, attached to this resolution and incorporated herein by reference as if
fully set forth for all purposes. The precise permanent right-of-way to be acquired
may differ from what is shown in said alignment and description, but said
alignment and description approximates the general route and general area of
the permanent right of way to be acquired.
2.03 The necessary temporary construction easement sought to be acquired will
provide temporary limited rights on and under a portion of a tract of real property,
said portion totaling approximately 0.27 acres of real property (the "Temporary
Construction Easement"), currently held by MJLA Adams, Limited, and/or others.
Said approximate 0.27 acres of real property is generally aligned and described
as shown in Exhibit B, attached to this resolution and incorporated herein by
reference as if fully set forth for all purposes. The precise temporary easement to
be acquired may differ from what is shown in said alignment and description, but
said alignment and description approximates the general route and general area
of the temporary construction easement to be acquired.
2.04 The necessary permanent sanitary sewer line easement sought to be acquired
will provide limited rights on and under a portion of a tract of real property, said
portion totaling approximately 0.656 acres of real property (the "Permanent
Sanitary Sewer Line Easement"), currently held by MJLA Adams, Limited, and/or
others. Said approximate 0.656 acres of real property is generally aligned and
CITY OF ANNA, TEXAS RESOLUTION NO. ________ Page 3 of 4
described as shown in Exhibit C, attached to this resolution and incorporated
herein by reference as if fully set forth for all purposes. The precise permanent
easement to be acquired may differ from what is shown in said alignment and
description, but said alignment and description approximates the general route
and general area of the permanent sanitary sewer line easement to be acquired.
2.05 The necessary temporary construction easement sought to be acquired will
provide temporary limited rights on and under a portion of a tract of real property,
said portion totaling approximately 0.655 acres of real property (the "Temporary
Construction Easement"), currently held by MJLA Adams, Limited, and/or others.
Said approximate 0.655 acres of real property is generally aligned and described
as shown in Exhibit D, attached to this resolution and incorporated herein by
reference as if fully set forth for all purposes. The precise temporary easement to
be acquired may differ from what is shown in said alignment and description, but
said alignment and description approximates the general route and general area
of the temporary construction easement to be acquired.
Section 3. Finding of Public Necessity and Authorization to Take Action
3.01 The City Council finds a public necessity for the public welfare and convenience to
acquire the Permanent Right of Way and Temporary Construction Easement, and
the Permanent Sanitary Sewer Line Easement and Temporary Construction
Easement identified in Section 2, above, for the purpose of constructing, laying,
maintaining, repairing and/or replacing public roadway and sanitary sewer lines and
related appurtenances. The City Council authorizes the City Manager, City staff
and/or City consultants or contractors, and, Wolfe, Tidwell & McCoy, LLP, attorneys,
and other legal counsel if determined necessary by said attorneys, to acquire the
needed Permanent Right of Way and Temporary Construction Easement and the
Permanent Sanitary Sewer Line Easement and Temporary Construction Easement
by any lawful means including but not limited to negotiations with landowners and, if
necessary, proceedings in eminent domain.
3.02 The City Council by this resolution directs the City Manager, his staff, and Wolfe,
Tidwell & McCoy, LLP, attorneys, and other legal counsel if determined necessary
by said attorneys—as necessary and in the appropriate sequence—to have the
Permanent Sanitary Sewer Line Easement and Temporary Construction Easement
appraised by a certified appraiser, to send the landowner(s) a copy of the appraisal
and the State of Texas Landowner’s Bill of Rights prepared by the Office of the
Attorney General of Texas, to enter into good-faith negotiations with the
landowner(s), to make a bona-fide offer and make any necessary initial and final
monetary offers in an attempt to acquire the Permanent Sanitary Sewer Line
Easement and Temporary Construction Easement consistent with the appraisal(s),
when appropriate, and to convey the City’s desire to acquire the Permanent Sanitary
Sewer Line Easement and Temporary Construction Easement in an efficient manner,
and, if necessary, to institute proceedings in eminent domain and take all necessary
actions in such proceedings to condemn and acquire the Permanent Sanitary Sewer
Line Easement and Temporary Construction Easement. The City Council hereby
CITY OF ANNA, TEXAS RESOLUTION NO. ________ Page 4 of 4
authorizes and ratifies any such actions taken thus far, and hereby further asserts its
full authority, to the greatest extent provided by law, to acquire the Permanent Right
of Way and Temporary Construction Easement and the Permanent Sanitary Sewer
Line Easement and Temporary Construction Easement identified in Section 2,
above.
Section 4. Effective Date.
This resolution shall take effect immediately upon its passage.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, this ___
day of May, 2025.
ATTESTED: APPROVED:
___________________________ ____________________________
Carrie L. Land, City Secretary Pete Cain, Mayor
S:\NTX-LAND\0451\200SURVEY\230 Legal Descriptions\0451EX01.docx
Page 1 of 3
EXHIBIT “A”
BEING A 0.827 ACRE TRACT OF LAND SITUATED IN THE W. BURNS SURVEY,
ABSTRACT NO. 100, COLLIN COUNTY, TEXAS, AND BEING PART OF A 17 ACRE
TRACT OF LAND CONVEYED TO MJLA ADAMS, LTD., AS RECORDED IN COUNTY
CLERK’S FILE NO. 20110505000462580, OFFICIAL PUBLIC RECORDS, COLLIN
COUNTY, TEXAS. SAID 0.827 ACRE TRACT, WITH BEARING BASIS BEING GRID
NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83.
DETERMINED BY GPS OBSERVATIONS UTILIZING THE ALLTERRA RTKNET AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING AT A PK NAIL FOUND FOR THE NORTHEAST CORNER OF SAID 17
ACRE TRACT AND THE COMMON NORTHWEST CORNER OF A 694.344 ACRE
TRACT OF LAND CONVEYED AS “TRACT 1” TO LIBERTY 800, LP., AS RECORDED
IN COUNTY CLERK’S FILE NO. 2023000025691, OFFICIAL PUBLIC RECORDS,
COLLIN COUNTY, TEXAS. SAID POINT BEING ON THE SOUTH LINE OF A 666.61
ACRE TRACT OF LAND CONVEYED AS “TRACT 1” TO MM MANTUA 701, LLC., AS
RECORDED IN COUNTY CLERK’S FILE NO. 2024000100812, OFFICIAL PUBLIC
RECORDS, COLLIN COUNTY, TEXAS AND BEING IN THE APPROXIMATE CENTER
OF COUNTY ROAD NO. 290 (A PRESCRIPTIVE RIGHT-OF-WAY);
THENCE, SOUTH 02 DEGREES 16 MINUTES 22 SECONDS EAST, ALONG THE
EAST LINE OF SAID 17 ACRE TRACT AND THE COMMON WEST LINE OF SAID
694.344 ACRE TRACT, A DISTANCE OF 109.00 FEET TO A POINT FOR CORNER
AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A
CENTRAL ANGLE OF 14 DEGREES 48 MINUTES 05 SECONDS, A RADIUS OF
1180.00 FEET, AND A LONG CHORD THAT BEARS SOUTH 59 DEGREES 07
MINUTES 25 SECONDS WEST, A DISTANCE OF 303.99 FEET;
THENCE, OVER AND ACROSS SAID 17 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
304.83 FEET TO A POINT FOR CORNER;
SOUTH 51 DEGREES 43 MINUTES 23 SECONDS WEST, A DISTANCE OF
91.66 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 06
DEGREES 27 MINUTES 24 SECONDS, A RADIUS OF 1140.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 48 DEGREES 29 MINUTES 41
SECONDS WEST, A DISTANCE OF 128.40 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
128.47 FEET TO A POINT FOR CORNER;
S:\NTX-LAND\0451\200SURVEY\230 Legal Descriptions\0451EX01.docx
Page 2 of 3
SOUTH 45 DEGREES 15 MINUTES 59 SECONDS WEST, A DISTANCE OF
79.69 FEET TO A POINT FOR CORNER. SAID POINT BEING ON THE WEST
LINE OF SAID 17 ACRE TRACT AND THE COMMON EAST LINE OF A 27.745
ACRE TRACT OF LAND CONVEYED TO M&T HOLDING COMPANY, LLC., AS
RECORDED IN COUNTY CLERK’S FILE NO. 20141105001213360, OFFICIAL
PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, NORTH 01 DEGREES 49 MINUTES 54 SECONDS WEST, ALONG SAID
COMMON LINES, A DISTANCE OF 81.91 FEET TO A 3/8 INCH IRON ROD FOUND
FOR THE NORTHWEST CORNER OF SAID 17 ACRE TRACT AND THE COMMON
NORTHEAST CORNER OF SAID 27.745 ACRE TRACT. SAID POINT BEING ON THE
SOUTH LINE OF AFORESAID 666.61 ACRE TRACT AND BEING IN THE
APPROXIMATE CENTER OF AFORESAID COUNTY ROAD NO. 290;
THENCE, NORTH 51 DEGREES 47 MINUTES 09 SECONDS EAST, ALONG THE
NORTH LINE OF SAID 17 ACRE TRACT, THE COMMON SOUTH LINE OF SAID
666.61 ACRE TRACT AND WITH SAID COUNTY ROAD NO. 290 A DISTANCE OF
615.92 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED
AREA OF 36,045 SQUARE FEET OR 0.827 ACRES OF LAND.
A PARCEL PLAT OF EQUAL DATE HEREWITH ACCOMPANIES THIS PROPERTY
DESCRIPTION.
Chris Matteo, R.P.L.S. MAY 08, 2025
Registered Professional Land Surveyor
Texas Registration No. 6501
LJA Surveying, Inc.
6060 North Central Expressway, Suite 400
Dallas, Texas 75206
469-484-0778
TBPELS Firm No. 10194382
3
0 10050
EXHIBIT "A"PAGE
OF 3
DATE:
DRWN BY:
CHKD BY:
PROJ NO.
05/08/25
B.N.W.
C.M.
0451
0.827 ACRES
IN THE
W. BURNS SURVEY, ABSTRACT NO. 100
COLLIN COUNTY, TEXAS
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 T.B.P.E.L.S. Firm No. 10194382
INC.,
LEGEND
IRF IRON ROD FOUND
PKNF PK NAIL FOUND
O.P.R.C.C.T.OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
D.R.C.C.T.DEED RECORDS, COLLIN COUNTY, TEXAS
(CM)CONTROLLING MONUMENT
S:\NTX-LAND\0451\200SURVEY\230 Legal Descriptions\0451EX02.docx
Page 1 of 4
EXHIBIT “A”
BEING A 0.418 ACRE TRACT OF LAND SITUATED IN THE W. BURNS SURVEY,
ABSTRACT NO. 100, COLLIN COUNTY, TEXAS, AND BEING PART OF A 17 ACRE
TRACT OF LAND CONVEYED TO MJLA ADAMS, LTD., AS RECORDED IN COUNTY
CLERK’S FILE NO. 20110505000462580, OFFICIAL PUBLIC RECORDS, COLLIN
COUNTY, TEXAS. SAID 0.418 ACRE TRACT, WITH BEARING BASIS BEING GRID
NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83.
DETERMINED BY GPS OBSERVATIONS UTILIZING THE ALLTERRA RTKNET AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A PK NAIL FOUND FOR THE NORTHEAST CORNER OF SAID 17
ACRE TRACT AND THE COMMON NORTHWEST CORNER OF A 694.344 ACRE
TRACT OF LAND CONVEYED AS “TRACT 1” TO LIBERTY 800, LP., AS RECORDED
IN COUNTY CLERK’S FILE NO. 2023000025691, OFFICIAL PUBLIC RECORDS,
COLLIN COUNTY, TEXAS. SAID POINT BEING ON THE SOUTH LINE OF A 666.61
ACRE TRACT OF LAND CONVEYED AS “TRACT 1” TO MM MANTUA 701, LLC., AS
RECORDED IN COUNTY CLERK’S FILE NO. 2024000100812, OFFICIAL PUBLIC
RECORDS, COLLIN COUNTY, TEXAS AND BEING IN THE APPROXIMATE CENTER
OF COUNTY ROAD NO. 290 (A PRESCRIPTIVE RIGHT-OF-WAY), FROM WHICH A
3/8 INCH IRON ROD FOUND THE NORTHWEST CORNER OF SAID 17 ACRE
TRACT BEARS SOUTH 51 DEGREES 47 MINUTES 13 SECONDS WEST, A
DISTANCE OF 615.90 FEET;
THENCE, SOUTH 02 DEGREES 16 MINUTES 22 SECONDS EAST, ALONG THE
EAST LINE OF SAID 17 ACRE TRACT AND THE COMMON WEST LINE OF SAID
694.344 ACRE TRACT, A DISTANCE OF 109.00 FEET TO THE POINT OF
BEGINNING;
THENCE, SOUTH 02 DEGREES 16 MINUTES 22 SECONDS EAST, CONTINUING
ALONG SAID COMMON LINES, A DISTANCE OF 32.24 FEET TO A POINT FOR
CORNER AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT
HAVING A CENTRAL ANGLE OF 14 DEGREES 13 MINUTES 13 SECONDS, A
RADIUS OF 1150.00 FEET, AND A LONG CHORD THAT BEARS SOUTH 58
DEGREES 50 MINUTES 00 SECONDS WEST, A DISTANCE OF 284.69 FEET;
THENCE, OVER AND ACROSS SAID 17 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
285.42 FEET TO A POINT FOR CORNER;
S:\NTX-LAND\0451\200SURVEY\230 Legal Descriptions\0451EX02.docx
Page 2 of 4
SOUTH 51 DEGREES 43 MINUTES 23 SECONDS WEST, A DISTANCE OF
91.66 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 06
DEGREES 27 MINUTES 24 SECONDS, A RADIUS OF 1110.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 48 DEGREES 29 MINUTES 41
SECONDS WEST, A DISTANCE OF 125.02 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
125.09 FEET TO A POINT FOR CORNER;
SOUTH 45 DEGREES 15 MINUTES 59 SECONDS WEST, A DISTANCE OF
107.57 FEET TO A POINT FOR CORNER. SAID POINT BEING ON THE WEST
LINE OF SAID 17 ACRE TRACT AND THE COMMON EAST LINE OF A 27.745
ACRE TRACT OF LAND CONVEYED TO M&T HOLDING COMPANY, LLC,. AS
RECORDED IN COUNTY CLERK’S FILE NO. 20141105001213360, OFFICIAL
PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, NORTH 01 DEGREES 49 MINUTES 54 SECONDS WEST, ALONG SAID
COMMON LINES, A DISTANCE OF 40.95 FEET TO A POINT FOR CORNER, FROM
WHICH A 3/8 INCH IRON ROD FOUND FOR THE NORTHWEST CORNER OF SAID
17 ACRE TRACT AND THE COMMON NORTHEAST CORNER OF SAID 27.745
ACRE TRACT BEARS NORTH 01 DEGREES 49 MINUTES 54 SECONDS WEST, A
DISTANCE OF 81.93 FEET;
THENCE, OVER AND ACROSS SAID 17 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
NORTH 45 DEGREES 15 MINUTES 59 SECONDS EAST, A DISTANCE OF
79.69 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 06
DEGREES 27 MINUTES 24 SECONDS, A RADIUS OF 1140.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 48 DEGREES 29 MINUTES 41
SECONDS EAST, A DISTANCE OF 128.40 FEET;
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
128.47 FEET TO A POINT FOR CORNER;
S:\NTX-LAND\0451\200SURVEY\230 Legal Descriptions\0451EX02.docx
Page 3 of 4
NORTH 51 DEGREES 43 MINUTES 23 SECONDS EAST, A DISTANCE OF
91.66 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 14
DEGREES 48 MINUTES 05 SECONDS, A RADIUS OF 1180.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 59 DEGREES 07 MINUTES 25
SECONDS EAST, A DISTANCE OF 303.99 FEET;
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
304.83 FEET TO THE POINT OF BEGINNING AND CONTAINING A
CALCULATED AREA OF 18,216 SQUARE FEET OR 0.418 ACRES OF LAND.
A PARCEL PLAT OF EQUAL DATE HEREWITH ACCOMPANIES THIS PROPERTY
DESCRIPTION.
Chris Matteo, R.P.L.S. MAY 08, 2025
Registered Professional Land Surveyor
Texas Registration No. 6501
LJA Surveying, Inc.
6060 North Central Expressway, Suite 400
Dallas, Texas 75206
469-484-0778
TBPELS Firm No. 10194382
4
0 10050
EXHIBIT "A"PAGE
OF 4
DATE:
DRWN BY:
CHKD BY:
PROJ NO.
05/08/25
B.N.W.
C.M.
0451
0.418 ACRES
IN THE
W. BURNS SURVEY, ABSTRACT NO. 100
COLLIN COUNTY, TEXAS
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 T.B.P.E.L.S. Firm No. 10194382
INC.,
LEGEND
IRF IRON ROD FOUND
PKNF PK NAIL FOUND
O.P.R.C.C.T.OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
D.R.C.C.T.DEED RECORDS, COLLIN COUNTY, TEXAS
(CM)CONTROLLING MONUMENT
Item No. 6.e.
City Council Agenda
Staff Report
Meeting Date: 5/27/2025
Staff Contact: Aimee Ferguson
AGENDA ITEM:
Consider/Discuss/Action on a Resolution accepting the FY2024 Audit. (Finance Director
Aimee Rae Ferguson)
SUMMARY:
Consider and act on acceptance of the FY2024 audit completed by Forvis Mazars, LLP.
The City is currently in its first year of a contract with Forvis Mazars to prepare the
annual audit and to review the Annual Comprehensive Financial Report (ACFR), with
presentation by Forvis Mazars, LLP.
FINANCIAL IMPACT:
Funding for audit services was appropriated in the FY2025 Finance Department budget,
Utility Administration Department budget, Community Development Corporation, and
Economic Development Corporation in the amount of $69,000.
BACKGROUND:
Forvis Mazars, LLP has been contracted by the City for auditing services in compliance
with the City's charter and State law. The City's independent auditor, Forvis Mazars,
LLP, was selected via Request for Proposal (RFP) process conducted in 2024, securing
a five-year contract term for their services. The current year marks the first year of the
City's five-year engagement with Forvis Mazars, LLP.
Forvis Mazars, LLP is recognized as one of the top ten accounting firms in the United
States, with over 7,000 team members helping deliver Unmatched Client Experience.
They offer the benefit of a big firm's experience with the personal touch of a smaller
firm. With a lower partner-to-staff ratio than most leading firms, the city receives the
individual attention that it deserves. This arrangement emphasizes the City's
commitment to ensuring comprehensive and attentive auditing services in line with
regulatory requirements and best practices in the field.
STRATEGIC CONNECTIONS:
This item supports the City of Anna Strategic Plan, specifically advancing the strategic
outcome area: Excellent.
ATTACHMENTS:
1. Resolution Accepting the FY2024 Audit
CITY OF ANNA, TEXAS
RESOLUTION NO. ____________
A RESOLUTION ACCEPTING THE FISCAL YEAR 2024 FINANCIAL AUDIT OF THE
CITY OF ANNA.
WHEREAS, the City of Anna, Texas (“the City”) is committed to principles and
practices of open and fair government that honors the public trust; and
WHEREAS, Article 7 Section 7.18 of the City’s Home-Rule Charter (“the Charter”)
requires an annual independent audit of all accounts of the City by a certified public
accountant.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The above-referenced recitals are incorporated herein as if set forth in full for all
purposes.
Section 2. Audit Accepted
The City Council has hereby accepted the FY 2024 audit.
PASSED by the City Council of the City of Anna, Texas, on this the 27th day of May,
2025.
ATTEST:
________________________________
Carrie L. Land, City Secretary
APPROVED:
________________________________
Pete Cain, Mayor