06.09.26 Town Council Regular Meeting Agenda PacketPage 1 of 3
]
Welcome to the Prosper Town Council Meeting.
Citizens may watch the meeting live by using the following link: www.prospertx.gov/livemeetings
Addressing the Town Council:
Those wishing to address the Town Council must complete the Public Comment Request Form
located on the Town's website or in the Council Chambers.
If you are attending in person, please submit this form to the Town Secretary or the person
recording the minutes for the Board/Commission prior to the meeting. When called upon, please
come to the podium, and state your name and address for the record.
If you are watching online, please submit this form to the Town Secretary prior to 4:00 p.m. on
the day of the meeting in order for your comments to be read into the record. The Town assumes
no responsibility for technical issues beyond our control.
In compliance with the Texas Open Meetings Act, the Town Council/Board/Commission may not
deliberate or vote on any matter that does not appear on the agenda. The
Council/Board/Commission, however, may provide statements of fact regarding the topic, request
the topic be included as part of a future meeting, and/or refer the topic to Town staff for further
assistance.
Citizens and other visitors attending Town Council meetings shall observe the same rules of
propriety, decorum, and good conduct applicable to members of the Town Council. Any person
making personal, impertinent, profane or slanderous remarks or who becomes boisterous while
addressing the Town Council or while attending the meeting shall be removed from the room, if so
directed by the Mayor or presiding officer, and the person shall be barred from further audience
before the Town Council during that session. Disruption of a public meeting could constitute a
violation of Section 42.05 of the Texas Penal Code.
Call to Order/ Roll Call.
Invocation, Pledge of Allegiance and Pledge to the Texas Flag.
Announcements of recent and upcoming events.
Presentations.
1. America 250. (DFB)
2. Hometown Heroes. (RB)
CONSENT AGENDA:
Items placed on the Consent Agenda are considered routine in nature and non-controversial. The
Consent Agenda can be acted upon in one motion. Items may be removed from the Consent
Agenda by the request of Council Members or staff.
Agenda
Prosper Town Council Meeting
Prosper Town Hall, Council Chambers
250 W. First Street, Prosper, Texas
Tuesday, June 09, 2026
6:15 PM
Page 1
Page 2 of 3
3. Consider and act upon the minutes from the May 12, 2026, Town Council Regular
meeting. (MLS)
4. Consider and act upon the minutes from the May 19, 2026, Town Council Regular
meeting. (MLS)
5. Consider and act upon authorizing the Town Manager to execute an audit engagement
letter between Weaver and Tidwell, L.L.P., and the Town of Prosper, Texas, related to
the fiscal year 2026 annual audit. (CL)
6. Consider and act upon authorizing the Town Manager to execute a Standard Utility
Agreement (SUA) U-Number U00026000 between the Texas Department of
Transportation and the Town of Prosper, Texas, for the reimbursement of costs incurred
in adjustment and relocation of the Town’s water facilities along Frontier Parkway (FM
1461), up to the amount of eligibility for State participation. (LH)
7. Consider and act upon an Ordinance for a Planned Development for an Indoor Golf
Simulator Facility on a part of Block 2 of the Mitchell Addition, on 0.2± acre, located on
the west side of Coleman Street and 120± feet north of Fifth Street. (ZONE-25-0009)
(DH)
8. Consider and act upon authorizing the Town Manager to execute a Development
Agreement between Christa Patel and Jimit Patel and the Town of Prosper relative to a
part of Block 2 of the Mitchell Addition, on 0.2± acre, located on the west side of Coleman
Street and 120± feet north of Fifth Street. (DEVAGRE-26-0004) (DH)
CITIZEN COMMENTS
The public is invited to address the Council on any topic. However, the Council is unable to discuss
or take action on any topic not listed on this agenda. Please complete a “Public Comment Request
Form” and present it to the Town Secretary prior to the meeting. Please limit your comments to
three minutes. If multiple individuals wish to speak on a topic, they may yield their three minutes to
one individual appointed to speak on their behalf. All individuals yielding their time must be present
at the meeting, and the appointed individual will be limited to a total of 15 minutes.
REGULAR AGENDA:
Pursuant to Section 551.007 of the Texas Government Code, individuals wishing to address the
Council for items listed as public hearings will be recognized when the public hearing is opened. [If
you wish to address the Council, please fill out a “Public Comment Request Form” and present it to
the Town Secretary, preferably before the meeting begins.]
Items for Individual Consideration:
9. Consider and act upon a request for a rezoning of 61.7± acres from Agricultural and
Planned Development-71 to a Planned Development allowing for Mixed-Use
Development, located on the south side of First Street and 1,550± feet east of Legacy
Drive. (ZONE-24-0025) (DH)
10. Consider and act upon a request to waive the Town’s Drainage System Design
Requirements for a wet or underground detention pond for the detention pond on the
proposed AMR Premium Storage site. (DH)
11. Discuss and consider Town Council Subcommittee reports. (DFB)
Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
Page 2
Page 3 of 3
EXECUTIVE SESSION:
Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code,
as authorized by the Texas Open Meetings Act, to deliberate regarding:
Section 551.087 – To discuss and consider economic development incentives and all
matters incident and related thereto.
Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of
real property for municipal purposes and all matters incident and related thereto.
Section 551.074 – To discuss and consider personnel matters and all matters incident
and related thereto.
Section 551.071 - Consultation with the Town Attorney regarding pending or anticipated
litigation.
Section 551.071 - Consultation with the Town Attorney regarding legal issues relative to
the recent Attorney General opinion.
Section 551.071 - Consultation with the Town Attorney to discuss legal issues
associated with any Work Session or Council Meeting agenda item.
Reconvene in Regular Session and take any action necessary as a result of the Closed
Session.
Adjourn.
CERTIFICATION
I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper
Town Hall, located at 250 W. First Street, Prosper, Texas 75078, a place convenient and readily
accessible to the general public at all times, and said Notice was posted by 5:00 p.m., on
Wednesay, June 3, 2026, and remained so posted at least three (3) business days before said
meeting was convened.
________________________________ _________________________
Michelle Lewis Sirianni, Town Secretary Date Notice Removed
Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult
in closed session with its attorney and to receive legal advice regarding any item listed on this agenda.
NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council meetings are wheelchair
accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569 -1073
at least 48 hours prior to the meeting time.
Page 3
Page 1 of 4
]
Call to Order/ Roll Call.
The meeting was called to order at 6:21 p.m.
Council Members Present:
Mayor David F. Bristol
Mayor Pro-Tem Amy Bartley
Deputy Mayor Pro-Tem Chris Kern
Councilmember Marcus E. Ray
Councilmember Craig Andres
Councilmember Jeff Hodges
Councilmember Elect Doug Charles
Councilmember Cameron Reeves
Staff Members Present:
Mario Canizares, Town Manager
Terry Welch, Town Attorney
Michelle Lewis Sirianni, Town Secretary
Bob Scott, Deputy Town Manager
Chuck Ewings, Assistant Town Manager
Robyn Battle, Executive Director
Tony Luton, Human Resources Director
Hulon Webb, Director of Engineering
Chris Landrum, Finance Director
David Hoover, Development Services Director
Carrie Jones, Public Works Director
Gary Landeck, Library Director
Stuart Blasingame, Fire Chief
Ken Myers, Interim Police Chief
Scott Brewer, Assistant Police Chief
Ryan Pasko, IT Specialist II
Stephen Tanner, Director of Community Engagement & Experiences
Myrisa Petty, Communications Specialist
Invocation, Pledge of Allegiance and Pledge to the Texas Flag.
John Fowler with First Presbyterian Church led the invocation. The Pledge of Allegiance and the
Pledge to the Texas Flag were recited.
An nouncements of recent and upcoming events.
Councilmember Hodges made the following announcements:
Citizens may now register for Prosper Citizens Fire Academy. Classes run for 10 weeks on
Thursday evenings from 6:30 to 9:00 p.m., beginning August 6 at Central Fire Station. Spots are
limited and registration closes July 11, so be sure to secure your spot soon. To learn more and
register, visit prospertx.gov/citizensfireacademy.
MINUTES
Prosper Town Council Meeting
Prosper Town Hall, Council Chambers
250 W. First Street, Prosper, Texas
Tuesday, May 12, 2026
Page 4
Item 3.
Page 2 of 4
Join the Town in kicking off the America 250, 40-day celebration with a special Memorial Day
Ceremony to honor and remember the brave men and women who sacrificed their lives for our
country. The event takes place on Monday, May 25 at 10:00 am at Frontier Park Pavilion.
The Downtown Block Party hosted by the Tavern on Broadway in partnership with the Town, Brown
& Griffin Real Estate, and downtown businesses is a family friendly full day event of live music, fun
activities, and entertainment. The free festival will take place on Saturday, May 30, from 10:00 am
to 5:00 pm in the downtown plaza. Concert with headliner Josh Abbott Band will take place from
6:00 pm to 10:00 pm. Full event details can be found at prospertx.gov/downtownblockparty.
This community-wide series will continue through July 4 and highlight both America’s history and
Prosper’s hometown spirit with a variety of events and activities taking place in Downtown Prosper
and throughout town. Residents are invited to enjoy the festivities and take part in this milestone
celebration. Explore the full schedule of events at prospertx.gov/america250.
Join the Prosper Community Library on Thursday, May 21 at 11 am with ‘Touch a Truck’ with Public
Works as part of celebrating Public Works week. The crew will be at the library with their machinery
to let the children explore, honk the horns, and take photos.
Mayor Bristol and Mr. Canizares recognized and presented a THRIVES coin to Myrisa Petty,
Communications Specialist for all her efforts regarding the numerous recent activities with MYAC,
the Author Event, and Partner’s in Faith.
Presentations.
1. Administer Oaths of Office and present Certificates of Election. (DFB)
Mayor Bristol administered the Oath of Office and presented the Certifcate of Election
to Amy Bartley, Town Council Place 3.
Michelle Bishop, District Director with Congressman Self recognized Ms. Bartley on
her re-election to the Town Council.
Mayor Bristol administered the Oath of Office and presented the Certificate of Election
to Doug Charles, Town Council Place 5.
Michelle Bishop, District Director with Congressman Self recognized Mr. Charles on
being newly elected to the Town Council.
2. America 250. (MC)
Mr. Canizares read a historical background on the “Federalist Papers.” He noted this
episode along with the previous episodes can be viewed on the Town’s YouTube
Channel.
3. Proclamation recognizing National Police Week and Peace Officers’ Memorial
Day. (MLS)
Mayor Bristol read and presented a Proclamation to members of the Prosper Police
Department.
Michelle Bishop, District Director with Congressman Self presented a certificate of
recognition to members of the Prosper Police Department.
Page 5
Item 3.
Page 3 of 4
4. Recognizing National Fallen Firefighters Day. (MLS)
Michelle Bishop, District Director with Congressman Self presented a certificate of
recognition to members of the Prosper Police Department.
CONSENT AGENDA:
Items placed on the Consent Agenda are considered routine in nature and non-controversial. The
Consent Agenda can be acted upon in one motion. Items may be removed from the Consent
Agenda by the request of Council Members or staff.
5. Consider and act upon the minutes from the April 28, 2026, Town Council Work
Session meeting. (MLS)
6. Consider and act upon the minutes from the April 28, 2026 Town Council Regular
meeting. (MLS)
7. Receive the Quarterly Investment Report for the Second Quarter. (CL)
8. Consider and act upon whether to direct staff to submit a written notice of appeals
on behalf of the Town Council to the Development Services Department, pursuant
to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance,
regarding action taken by the Planning and Zoning Commission on Preliminary
Site Plans and Site Plans. (DH)
Mayor Pro-Tem Bartley made a motion to approve consent agenda items 5 through 8.
Councilmember Kern seconded the item. Motion carried unanimously.
CITIZEN COMMENTS
No comments were made.
Items for Individual Consideration:
9. Consider appointments to Mayor Pro-Tem and Deputy Mayor Pro-Tem. (MLS)
Mayor Bristol made a motion to appoint Amy Bartley as Mayor Pro-Tem and Chris Kern
as Deputy Mayor Pro-Tem. Councilmember Ray seconded the motion. Motion carried
unanimously.
10. Discuss and consider Town Council Subcommittee reports. (DFB)
Downtown Advisory Committee: Ms. Battle noted a small area plan including it’s scope
was presented and updates were provided on the three remaining projects along with
all the upcoming special events.
Community Engagement Committee: Mayor Pro-Tem Bartley noted the committee
received a presentation and will pursue the All American City Award; the Library staff
provided updates on the summer programming and potential partnerships; the
committee discussed all the upcoming and details of the America 250 events including
a Mayor’s Fitness Challenge.
Councilmember Andres gave an update regarding the McKinney Open Transit Board.
He noted they are seeking ways to restructure the program and it’s funding.
Page 6
Item 3.
Page 4 of 4
Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
No comments were made.
EXECUTIVE SESSION:
Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code,
as authorized by the Texas Open Meetings Act, to deliberate regarding:
Section 551.087 – To discuss and consider economic development incentives and all
matters incident and related thereto.
Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of
real property for municipal purposes and all matters incident and related thereto.
Section 551.074 – To discuss and consider personnel matters and all matters incident
and related thereto.
Section 551.071 - Consultation with the Town Attorney regarding pending or anticipated
litigation.
Section 551.071 - Consultation with the Town Attorney to discuss legal issues
associated with any Work Session or Council Meeting agenda item.
Reconvene in Regular Session and take any action necessary as a result of the Closed
Session.
No Executive Session took place.
Adjourn.
The meeting was adjourned at 6:56 p.m.
These minutes were approved on the 9th day of June 2026.
APPROVED:
David F. Bristol, Mayor
ATTEST:
Michelle Lewis Sirianni, Town Secretary
Page 7
Item 3.
Page 1 of 8
]
Call to Order/ Roll Call.
The meeting was called to order at 5:30 p.m.
Council Members Present:
Mayor David F. Bristol
Mayor Pro-Tem Amy Bartley
Deputy Mayor Pro-Tem Chris Kern
Councilmember Marcus E. Ray
Councilmember Craig Andres
Councilmember Doug Charles
Councilmember Cameron Reeves
Staff Members Present:
Mario Canizares, Town Manager
Terry Welch, Town Attorney
Michelle Lewis Sirianni, Town Secretary
Chuck Ewings, Assistant Town Manager
Tony Luton, Human Resources Director
Hulon Webb, Director of Engineering
Pete Anaya, Assistant Director of Engineering – Capital Projects
Joshua Cotton, Senior Civil Engineer
Chris Landrum, Finance Director
David Hoover, Development Services Director
Carrie Jones, Public Works Director
Dan Baker, Parks and Recreation Director
Stuart Blasingame, Fire Chief
Ken Myers, Interim Police Chief
Tom Davis, Assistant Police Chief
Leigh Johnson, IT Director
Muya Mwangi, IT Specialist I
Stephen Tanner, Director of Community Engagement & Experiences
Myrisa Petty, Communications Specialist
Invocation, Pledge of Allegiance and Pledge to the Texas Flag.
John Fowler with First Presbyterian Church led the invocation. The Pledge of Allegiance and the
Pledge to the Texas Flag were recited.
An nouncements of recent and upcoming events.
Councilmember Reeves made the following announcements:
Citizens may now register for Prosper Citizens Fire Academy. Classes run for 10 weeks on
Thursday evenings from 6:30 to 9:00 p.m., beginning August 6 at Central Fire Station. Spots are
limited and registration closes July 11, so be sure to secure your spot soon. To learn more and
register, visit prospertx.gov/citizensfireacademy.
MINUTES
Prosper Town Council Meeting
Prosper Town Hall, Council Chambers
250 W. First Street, Prosper, Texas
Tuesday, May 19, 2026
Page 8
Item 4.
Page 2 of 8
Join the Prosper Community Library on Thursday, May 21 at 11 am with ‘Touch a Truck’ with Public
Works as part of celebrating Public Works week. The crew will be at the library with their machinery
to let the children explore, honk the horns, and take photos.
Join the Town in kicking off the America 250, 40-day celebration with a special Memorial Day
Ceremony to honor and remember the brave men and women who sacrificed their lives for our
country. The event takes place on Monday, May 25 at 10:00 am at Frontier Park Pavilion.
A reminder that Town Hall Offices including the Prosper Community Library will be closed on
Monday, May 25 for the Memorial Day Holiday. There will be no delays in trash services, and they
will run as normally scheduled.
The Downtown Block Party hosted by the Tavern on Broadway in partnership with the Town, Brown
& Griffin Real Estate, and downtown businesses is a family friendly full day event of live music, fun
activities, and entertainment. The free festival will take place on Saturday, May 30, from 10:00 am
to 5:00 pm in the downtown plaza. Concert with headliner Josh Abbott Band will take place from
6:00 pm to 10:00 pm. Full event details can be found at prospertx.gov/downtownblockparty.
The America 250 community-wide series will continue through July 4 and highlight both America’s
history and Prosper’s hometown spirit with a variety of events and activities taking place in
Downtown Prosper and throughout town. Residents are invited to enjoy the festivities and take part
in this milestone celebration. Explore the full schedule of events at prospertx.gov/america250.
Presentations.
1. America 250. (DFB)
Mayor Bristol read a historical background on the “Birth of Parties.” He noted the
America 250 series can be viewed on the Town’s YouTube Channel.
2. Hometown Heroes. (RB)
Mayor Bristol recognized Captain Barry Smith, Sergeant Philip Johnson, Captain Cherry
Choy, and Sergeant Quanique Johnson. They were all presented with a certificate from
the Town, a flag and coin from the Prosper Rotary and Historical Society.
3. Recognize Kaylee Brooks for achieving Eagle Scout Rank. (DB)
Mayor Bristol read and presented a certificate to Ms. Brooks. Mr. Baker thanked Ms.
Brooks for her efforts and detailed the project that was completed at Pecan Grove Park.
4. Recognize Walnut Grove High School Boys' Soccer Team on their State Title.
(MLS)
Mayor Bristol recognized the Boys’ Soccer Team and coaches for their State
Championship.
5. Recognize Walnut Grove High School Boys' Golf Team on their State Title. (MLS)
Mayor Bristol recognized the Boys’ Golf Team and coaches for their State
Championship.
Mayor Bristol presented a certificate to Austin Randall for his inidividaul State Title.
Page 9
Item 4.
Page 3 of 8
6. Recognize Walnut Grove High School Boys' 400 Free Relay Swim Team on their
State Title. (MLS)
Mayor Bristol recognized the Boys’ Swim Team for their State Championship.
Mayor Bristol presented a certificate to Grayden Barker for his individual State Title in
the 200 IM.
Mayor Bristol presented certificates to Lauren Carrothers of the Walnut Grove Women’s
Track Team for winning gold in the Long and Triple Jump at the UIL State
Championships.
7. Recognize the Prosper Lacrosse High School League Team on their State Title.
(MLS)
Mayor Bristol recognized the Lacrosse High School League Team on their State
Championship.
8. Recognize the 2026 Mayor's Youth Advisory Council. (MP)
Mayor Bristol recognized the 2026 Mayor’s Youth Advisory Council.
Joshua Hart, Chair of the MYAC, spoke and extended his appreciation to all those on
the Youth Council for their efforts and engagement this year, to the Mayor and Town
Council, and Ms. Petty for their support and leadership.
9. Recognize the 2026 Town of Prosper Citizens Academy. (MP)
Mayor Bristol recognized the 2026 Citizen’s Academy graduates.
10. Proclamation recognizing May 17-23, 2026, as Public Works Week. (MLS)
Mayor Bristol read and presented a Proclamation to the members of the Public Works
Department.
11. Recognize Dan Baker for his retirement from the Town of Prosper. (CE)
Mayor Bristol read and presented a Proclamation to Dan Baker.
CONSENT AGENDA:
Items placed on the Consent Agenda are considered routine in nature and non-controversial. The
Consent Agenda can be acted upon in one motion. Items may be removed from the Consent
Agenda by the request of Council Members or staff.
12. Consider acceptance of the April monthly financial report for fiscal year 2026. (CL)
13. Consider and act upon authorizing the purchase of three (3) multipurpose speed
trailers for the Prosper Police Department from All Traffic Solutions utilizing
Sourcewell Contract 090122-ATS for $61,024.22. (KM)
14. Consider and act upon authorizing the Town Manager, and/or his designee, to
execute a contract with Motorola Solutions for a cloud-based storage solution for
Motorola-related public safety media files for an amount not to exceed $189,043.
(KM)
Page 10
Item 4.
Page 4 of 8
15. Consider and act upon approving the purchase of tasers and associated supplies
for the Prosper Police Department from Axon Enterprise, Inc., utilizing BuyBoard
Contract #743-24 for $286,808.28. (KM)
16. Consider and act upon Resolution 2026-25 authorizing the Town Manager, and/or
his/her designee, to apply for the Safe Streets and Roads for All (SS4A) Grant
Program. (HW)
17. Consider and act upon the purchase of bunker gear and protective clothing from
North American Fire Equip. inc. DBA NAFECO, through BuyBoard Contract 798-
26, in the amount of $67,165.60. (SB)
18. Consider and act upon a Park Improvement Fee Agreement between the Town of
Prosper and Toll Southwest LLC, for Legacy Gardens – Phases 3 and 4. (DB)
19. [TABLE] Consider and act upon a request to table a rezoning of 61.7± acres from
Agricultural and Planned Development-71 to a Planned Development allowing for
Mixed-Use Development, located on the south side of First Street and 1,550± feet
east of Legacy Drive to the Town Council meeting on June 9, 2026. (ZONE-24-
0025) (DH)
20. Consider and act upon whether to direct staff to submit a written notice of appeals
on behalf of the Town Council to the Development Services Department, pursuant
to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance,
regarding action taken by the Planning and Zoning Commission on Preliminary
Site Plans and Site Plans. (DH)
Mayor Pro-Tem Bartley made a motion to approve consent agenda items 12 through 20.
Councilmember Kern seconded the item. Motion carried unanimously.
CITIZEN COMMENTS
No comments were made.
Items for Individual Consideration:
21. Conduct a Public Hearing and consider and act upon a request for a Specific Use
Permit for a Full-Service/Extended-Stay Hotel on MSW Prosper 380 Addition,
Block A, Lot 1, on 5.9± acres, located on the east side of Mahard Parkway and
480± feet south of Prairie Drive. (ZONE-25-0008) (DH)
Mr. Hoover presented a brief history of the project indicating that the hotel will be one
building/facility with one main entrance, a restaurant, and one management entity. He
noted that the list of items the Council received as part of the SUP have been reviewed
agreeded upon by the owner. At the most recent Planning and Zoning Commission
meeting, the Commission reconsidered the project after being presented the same
information the Council received at the April 28 meeting. The Planning and Zoning
Commission recommended approval. Staff recommends approval.
Mayor Bristol opened the public hearing.
Page 11
Item 4.
Page 5 of 8
Karl Crawley, representing the project stated that it will be a full service hotel with suites.
He recapped the Council regarding the funds set aside every year for their scheduled
renovations along with training conducted to their staff.
Mayor Pro-Tem Bartley asked if they were agreeable to the list presented.
Wilson Parmar, owner replied they were in agreement.
Anil Ramrmar, architect was in attendance for questions.
Mayor Pro-Tem Bartely made a motion to approve a request for a Specific Use Permit
for a Full-Service/Extended-Stay Hotel on MSW Prosper 380 Addition, Block A, Lot 1,
on 5.9± acres, located on the east side of Mahard Parkway and 480± feet south of Prairie
Drive subject to the following:
The hotel operating as a single integrated hotel campus only under unified
ownership of the Hilton flagship.
A new Specific Use Permit needing to be considered by the Planning and Zoning
Commission and Town Council should another brand pursue any variation of an
extended-stay hotel.
A maximum of 194 rooms with 100 being full-service (Hilton Garden Inn) and 94
being extended-stay (Homewood Suites).
Compliance with the conditional development standards for both a full-service
hotel and extended-stay hotel including but not limited to:
Management staff on-site 24 hours a day.
o Provision of the amenities shown on Exhibit B (jogging trail can be
substituted for the sports court) and amenities such as fire pits and
upscale furnishings in covered and uncovered patio seating areas.
o Daily housekeeping for both the full-service hotel (Hiton Garden Inn) and
extended-stay hotel (Homewood Suites).
o The full-service restaurant offering three meals a day and more limited
bar/food selections after hours.
o Concierge and room service that includes a breakfast and evening
offering from the full-service restaurant for guests of the full-service hotel
(Hilton Garden Inn).
o Provision of a minimum total of 10,000 square feet of indoor
meeting/event space independent of the outdoor reception area as
shown on Exhibit B.
o None of the full-service rooms having cooking facilities.
o Berming along Mahard Parkway.
Page 12
Item 4.
Page 6 of 8
Concrete edging in place of the "Steel Edging" shown on Exhibit C.
The outdoor reception area shown on Exhibit C being comprised of either
artificial turf or a stone/tile surface.
The transition area between the outdoor reception area and playground area
shown on Exhibit C being comprised of artificial turf.
The playground area shown on Exhibit C being comprised of either artificial turf
or outdoor rubber safety mats.
Enhanced landscaping at the main entrance including more seasonal color in the
landscaping beds.
A Development Agreement addressing building materials and landscaping
maintenance.
Councilmember Andres seconded the motion.
Councilmember Charles noted he agrees with Mayor Pro-Tem Bartley but is seeking
clarification on the definitions within the current Ordinance as it relates to extended-stay
versus full-service hotels.
Councilmember Kern asked if Homewood Suites is an extended stay. Mr. Hoover replied
yes. It it for those looking for a suite environment/component versus a hotel room.
Motion passes with a 6-1 vote. Deputy Mayor Pro-Tem Kern voting in opposition.
22. Consider and act upon authorizing the Town Manager to execute a Construction
Agreement awarding CSP No. 2026-12-B to McMahon Contracting LP, related to
the Legacy Drive (Prosper Trail – Parvin Road) project, for $5,875,569.95 and
authorize $200,000 for construction phase contingencies. The total purchase
order amount is $6,075,569.95. (JC)
Mr. Cotton introduced the item stating the Town received nine bids for the project.
McMahon Contracting through the CSP process was the firm that ranked the highest
after consideration of costs, time, qualifications, and a project timeline of 195 calendar
days. Based on the ILA with Prosper ISD, the PISD pays for the project up front with the
Town reimbursing the PISD per the terms of the agreement at no interest. The Prosper
ISD approved the award recommendation at their April 20, 2026 meeting. Staff is
recommending approval.
The Town Council discussed the 1,000 per day penalty if the contractor does not
compete the project on time, if the Town has used the recommended contractor
previously, and the funding mechanism for the project.
Councilmember Reeves made a motion to approve uthorizing the Town Manager to
execute a Construction Agreement awarding CSP No. 2026-12-B to McMahon
Contracting LP, related to the Legacy Drive (Prosper Trail – Parvin Road) project, for
$5,875,569.95 and authorize $200,000 for construction phase contingencies. The total
purchase order amount is $6,075,569.95. Mayor Pro-Tem Bartley seconded the motion.
Motion carried unanimously.
Page 13
Item 4.
Page 7 of 8
23. Consider and act upon authorizing the Town Manager to execute a Professional
Services Agreement between Geotex Engineering, LLC, and the Town of Prosper,
Texas, related to professional construction materials testing and observation
services for the Legacy Drive (Prosper Trail – Parvin Road) project in the amount
of $222,722. (JC)
Mr. Cotton introduced the item stating it is for the construction materials testing and
observation services, which are typically one to five percent of a projects construction
cost depending on its scope. The services are delivered on an as-needed basis and
invoiced based on the quantity of work performed during construction. Once construction
is complete, the Town will reimburse the Prosper ISD in accordance with the ILA.
Councilmember Ray made a motion to approve authorizing the Town Manager to
execute a Professional Services Agreement between Geotex Engineering, LLC, and the
Town of Prosper, Texas, related to professional construction materials testing and
observation services for the Legacy Drive (Prosper Trail – Parvin Road) project in the
amount of $222,722. Councilmember Andres seconded the motion. Motion carried
unanimously.
24. Consider and act upon a Park Improvement Fee Agreement between the Town of
Prosper and Jen Texas 40 for the Mirabella development. (DB)
Mr. Baker introduced the item providing a history of the proposed park and indicated
how the park improvement fees and park dedication fees were calculated. The
developer is requesting to receive credits to the park improvement fees in exchange for
constructing a trail adjacent to their development and paying the remaining funds to the
Town. In addition, they would dedicate 19.4 acres (2.3 acres non-floodplain) for a 9.55
acre dedication requirement. The Parks and Recreation Board reviewed the item at their
May 13, 2026 meeting. It was denied by a 5-1 vote. The Board expressed their
discontent with the terms and structure of the request. Staff is recommending approval.
Mayor Bristol made a motion to remand a Park Improvement Fee Agreement between
the Town of Prosper and Jen Texas 40 for the Mirabella development back to the Parks
and Recreation Board in its entirety.
Mayor Pro-Tem Bartley commented to the Park Board’s recommendation after being
able to re-watch the meeting. She noted the Board took into consideration the survey,
having no bond funds, and being able to activiate the park within a shorter timeframe.
Councilmember Andres seconded the motion.
Councilmember Ray commented on his preference for consistency and standards on
the recommendations made by the Town’s Boards and Commissions. Mr. Canizares
noted the applicant requested to bring the item forward.
Councilmember Reeves asked about typical maintenance costs. Mr. Baker indicated the
park would be mowed regularly and there would be some maintenance to it, but would
not be typical neighborhood park with higher maintenance needs.
Motion carried unanimously.
Page 14
Item 4.
Page 8 of 8
25. Discuss and consider Town Council Subcommittee reports. (DFB)
No reports were given.
Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
Councilmember Charles requested a review of the current definitions within the Zoning Ordinance
as it relates to hotels with extended-stay versus full-service.
EXECUTIVE SESSION:
Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code,
as authorized by the Texas Open Meetings Act, to deliberate regarding:
Section 551.087 – To discuss and consider economic development incentives and all
matters incident and related thereto.
Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of
real property for municipal purposes and all matters incident and related thereto.
Section 551.074 – To discuss and consider personnel matters and all matters incident
and related thereto.
Section 551.071 - Consultation with the Town Attorney regarding pending or anticipated
litigation.
Section 551.071 - Consultation with the Town Attorney to discuss legal issues
associated with any Work Session or Council Meeting agenda item.
Reconvene in Regular Session and take any action necessary as a result of the Closed
Session.
No Executive Session took place.
Adjourn.
The meeting was adjourned at 7:23 p.m.
These minutes were approved on the 9th day of June 2026.
APPROVED:
David F. Bristol, Mayor
ATTEST:
Michelle Lewis Sirianni, Town Secretary
Page 15
Item 4.
Page 1 of 1
To: Mayor and Town Council
From: Chris Landrum, Finance Director
Through: Mario Canizares, Town Manager
Bob Scott, Deputy Town Manager
Re: Audit Engagement Letter with Weaver and Tidwell, L.L.P. (CL)
Town Council Meeting – June 09, 2026
Strategic Visioning Priority: 4. Provide Excellent Municipal Services
Agenda Item:
Consider and act upon authorizing the Town Manager to execute an audit engagement letter
between Weaver and Tidwell, L.L.P., and the Town of Prosper, Texas, related to the fiscal year
2026 annual audit. (CL)
Description of Agenda Item:
At the October 25, 2022, Council meeting, Council appointed Weaver and Tidwell, L.L.P., as the
town’s external auditors for the years 2022-2026. Fiscal year 2026 represents the fifth year of the
five-year term. The estimated fees are consistent with the original proposal.
Budget Impact:
The estimated fees of $66,000 are budgeted to account 11012010-56710 “Audit Fees” for fiscal
year 2027.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form
and legality.
Attached Documents:
1. Weaver and Tidwell, L.L.P., Engagement Letter
Town Staff Recommendation:
Town Staff recommends authorizing the Town Manager to execute the annual engagement letter
between Weaver and Tidwell, L.L.P., and the Town of Prosper for the audit of fiscal year 2026.
Proposed Motion:
I move to authorize the Town Manager to execute the annual engagement letter between Weaver
and Tidwell, L.L.P., and the Town of Prosper for the audit of fiscal year 2026.
FINANCE
Page 16
Item 5.
Weaver and Tidwell, L.L.P.
CPAs AND ADVISORS |WEAVER.COM
May 14, 2026
Finance Sub-Committee and Town Council
City of Prosper
250 W. First Street
Proper, Texas 75078
Weaver and Tidwell, L.L.P. (“our”, “us”, and “we”) will perform an audit of the basic financial statements, which
comprise the financial statements of governmental activities, the business-type activities, aggregate discretely
presented component units, each major fund, and the aggregate remaining fund information (as applicable) as of
and for the year ending September 30, 2026, and the related notes to the financial statements of:
Town of Prosper This required supplementary information (“RSI”) will be subjected to certain limited procedures but
will not be audited:
1. Management’s Discussion and Analysis
2. Schedule of Changes in Net Pension Liability and Related Ratios
3. Texas Municipal Retirement System – Schedule of Contributions
In addition, we will audit the entity’s compliance over major federal award programs for the period ended
September 30, 2026.
The following accompanying supplementary information will also be subjected to our auditing procedures, as well
as certain additional procedures:
1. Schedule of Expenditures of Federal Awards
2. Combining and Individual Nonmajor Fund Financial Statements and Schedules
Also, the document we submit to you will include the following other additional information that will not be
subjected to the auditing procedures applied in our audit of the basic financial statements:
1. Introductory Section
2. Statistical Section
We are pleased to confirm our acceptance and our understanding of this engagement by means of this letter.
Applicable Standards and Framework
The auditing standards applicable to this engagement will be U.S. GAAS (generally accepted auditing standards in
the United States of America) and the Government Auditing Standards (“GAGAS”); if applicable, any state or
regulatory audit requirements; and Title 2 U.S. Code of Federal Regulations (CFR) Part 200, Uniform Administrative
Requirements, Cost Principles, and Audit Requirements for Federal Awards (“Uniform Guidance”).
The financial reporting framework applicable to this engagement is U.S. GAAP (generally accepted accounting
principles in the United States of America).
Engagement Objective
The objectives of our audit are to obtain reasonable assurance about whether the financial statements as a whole
are free from material misstatement, whether due to fraud or error, and to issue an auditor’s report that includes
our opinion and to report on the fairness of the supplementary information referred to above when considered in
relation to the financial statements as a whole. Reasonable assurance is a high level of assurance but is not absolute
assurance and therefore is not a guarantee that an audit conducted in accordance with applicable auditing standards
Page 17
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 2 of 11
will always detect a material misstatement when it exists. Misstatements, including omissions, can arise from fraud
or error and are considered material if there is a substantial likelihood that, individually or in the aggregate, they
would influence the judgment made by a reasonable user of the financial statements.
Our Responsibilities
We will conduct our engagement in accordance with the applicable standards described above. As part of an
engagement conducted in accordance with the applicable standards, we exercise professional judgment and
maintain professional skepticism throughout the engagement.
We also do the following:
Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or
error, design and perform audit procedures responsive to those risks, and obtain audit evidence that is
sufficient and appropriate to provide a basis for our opinion. The risk of not detecting a material
misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion,
forgery, intentional omissions, misrepresentations, or the override of controls.
Obtain an understanding of the system of internal control in order to design audit procedures that are
appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of
the system of internal control. However, we will communicate to you in writing concerning any significant
deficiencies or material weaknesses in internal control relevant to the audit that we have identified during
the engagement.
Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting
estimates made by management, as well as evaluate the overall presentation of the financial statements
and whether the financial statements represent the underlying transactions and events in a manner that
achieves fair presentation.
Conclude, based on the audit evidence obtained, whether there are conditions or events, considered in the
aggregate, that raise substantial doubt about the ability to continue as a going concern for a reasonable
period of time.
Our procedures will include tests of documentary evidence that support the amounts and disclosures in the financial
statements. Such tests may include tests of the physical existence of assets, and direct confirmation of cash,
investments, and certain other assets and liabilities by correspondence with creditors and financial institutions. As
part of our audit process, we may request written representations from your attorneys, and they may bill you for
responding.
Because of the inherent limitations of an audit, together with the inherent limitations of internal control, and because
we will not perform a detailed examination of all transactions, there is an unavoidable risk that some material
misstatements or noncompliance (whether caused by errors, fraudulent financial reporting, misappropriation of
assets, or violations of laws or governmental regulations) may not be detected, even though the audit is properly
planned and performed in accordance with applicable standards.
In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental
regulations that do not have a direct and material effect on the financial statements. However, we will inform the
appropriate level of management of any material errors, fraudulent financial reporting, or misappropriation of assets
that comes to our attention. We will also inform the appropriate level of management of any violations of laws or
governmental regulations that come to our attention, unless clearly inconsequential.
The accompanying supplementary information referred to above will be presented for purposes of additional
analysis and is not a required part of the financial statements. Such information will be subjected to the auditing
procedures applied in the audit of the financial statements and certain additional procedures, including comparing
and reconciling such information directly to the underlying accounting and other records used to prepare the
Page 18
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 3 of 11
financial statements or to the financial statements themselves, and other additional procedures in accordance with
applicable standards. Our auditor’s report will provide an opinion on the supplementary information in relation to
the financial statements as a whole in a report combined with our auditor’s report on the financial statements.
Our responsibilities for this engagement are limited to the period covered by our engagement and do not extend
to any other periods. Our engagement also does not include consultation with you on the adoption of new
accounting standards or any future increased duties we may have because of the actions of any regulatory body,
implementation of any new auditing standard, or occurrence of an unknown or unplanned significant transaction.
Brent Young is the engagement partner or equivalent for the services specified in this letter and is responsible for
supervising our services performed as part of this engagement and signing or authorizing another qualified firm
representative to sign our report.
We expect to begin our procedures in August 2026 and to issue our report no later than March 2027. We will issue
a written report only upon completion of our engagement. Our report will be addressed to the Honorable Mayor
and Members of the Town Council of the Town.
We cannot provide assurance that an unmodified audit opinion will be expressed. Circumstances may arise in which
it may be necessary for us to modify our opinion, add an emphasis-of-matter or other-matter paragraphs, delay the
initiation or completion of our engagement, or withdraw from the engagement. If our opinion on the financial
statements is other than unmodified, we will discuss the reasons with you in advance.
If, for any reason, we are unable to complete the audit or are unable to form or have not formed an opinion, we
may decline to express an opinion or withdraw from the engagement.
As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement,
we will consider the entity’s internal control over financial reporting and perform tests of the entity’s compliance
with the provisions of applicable laws, regulations, contracts, and grant agreements that could have a direct and
material effect on the determination of financial statement amounts.
In accordance with the requirements of GAGAS, we will also issue a written report describing the scope of our testing
over internal control over financial reporting and compliance with provisions of laws, regulations, contracts, and
grant agreements, and the results of that testing. However, providing an opinion on internal control over financial
reporting and compliance with respect to the financial statements will not be an objective of the audit and, therefore,
no such opinion will be expressed. Because the determination of waste and abuse is subjective,
do not expect auditors to perform specific procedures to detect waste or abuse in financial
audits nor do they expect auditors to provide reasonable assurance of detecting waste or abuse.
Our audit of the entity’s major federal award program(s) compliance will be conducted in accordance with the
Uniform Guidance.
Our procedures will include a determination of major federal award programs in accordance with the Uniform
Guidance, and the identification of the compliance requirements that are direct and material to such major
programs. We will also perform other procedures we consider necessary to enable us to obtain reasonable assurance
about whether the entity complied with the direct and material compliance requirements applicable to major federal
award programs, so that we may express an opinion or disclaimer of opinion on major federal award program
compliance and render the required reports. We cannot provide assurance that an unmodified opinion on
compliance will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or
withdraw from the engagement.
Page 19
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 4 of 11
Also, as required by the Uniform Guidance, we will perform tests to evaluate the effectiveness of the design and
operation of internal controls that we consider relevant to preventing or detecting material noncompliance with the
direct and material compliance requirements applicable to each of the entity’s major federal award programs. Our
report will include any significant deficiencies and/or material weaknesses identified. However, our tests will be less
in scope than would be necessary to render an opinion on these controls and, accordingly, no opinion on the
effectiveness of the internal control over compliance will be expressed in our report.
U.S. GAAP, as promulgated by the Governmental Accounting Standards Board (“GASB”), requires that management’s
discussion and analysis and budgetary comparison information, among other items, be presented to supplement
the basic financial statements. Such information, although not a part of the basic financial statements, is required
by GASB, which considers it to be an essential part of financial reporting for placing the basic financial statements
in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain
limited procedures to the RSI in accordance with U.S. GAAS. These limited procedures will consist primarily of
inquiries of management regarding their methods of measurement and presentation and comparing the
information for consistency with management’s responses to our inquiries. We will not express an opinion or provide
any form of assurance on the RSI.
Non-Attest Services
We will perform the following additional non-attest (non-audit) services as part of this engagement.
Prepare the Data Collection Form
GAGAS require that we perform and document an assessment of the skills, knowledge, and experience of the
individual designated by the entity to oversee any non-attest services we perform. The entity has designated Chris
Landrum, Finance Director, to oversee these services.
These non-attest services do not constitute an audit under GAGAS, and such services will not be conducted in
accordance with GAGAS.
Data Collection Form on Reporting for Single Audits
It is expected that prior to the conclusion of the engagement, sections of the Data Collection Form will be completed
by our firm. The sections that we will complete summarize our audit findings by federal grant or contract.
Management is responsible for submitting the reporting package (defined as including financial statements,
schedule of expenditures of federal awards, summary schedule of prior audit findings, auditor’s reports, and
corrective action plan) along with the Data Collection Form to the Federal Audit Clearinghouse. The instructions to
the Data Collection Form require that the reporting package be an unlocked, unencrypted, text searchable portable
document file (PDF) or else it will be rejected by the Federal Audit Clearinghouse. We will be available to assist
management in creating the PDF if needed.
We will coordinate with you the electronic submission and certification upon the reporting package completion. If
applicable, we will provide copies of our report for you to include with the reporting package if there is a need to
submit the package to pass-through entities.
The Data Collection Form and the reporting package must be submitted within the earlier of thirty (30) days after
receipt of our reports or nine (9) months after the end of the audit period.
Third-Party Service Providers
Depending on the requirements of this engagement, we may use the services of our affiliate, Weaver and Tidwell
India LLP, a limited liability partnership incorporated in India, or one or more other third-party service providers to
Page 20
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 5 of 11
assist us. Before sharing confidential information with those service providers, we will (i) secure agreements to
maintain the confidentiality of such information and ensure the information is only used for the purpose of assisting
us with the performance of this engagement and (ii) take commercially reasonable precautions to determine the
service providers have appropriate procedures in place to prevent the unauthorized disclosure of the information.
If we use such service providers, we will remain responsible for all work performed and any breach of our
confidentiality arrangements by those service providers.
Management’s Responsibilities
Our engagement will be conducted on the basis that management and, when appropriate, those charged with
governance, acknowledge and understand that they have responsibility for:
a. the preparation and fair presentation of the financial statements in accordance with the applicable financial
reporting framework described above;
b. the design, implementation, and maintenance of the system of internal control relevant to the preparation
and fair presentation of financial statements that are free from material misstatement, whether due to fraud
or error;
c. the design, implementation, and maintenance of programs and controls to prevent and detect fraud;
d. informing us of any known or suspected fraud involving management, employees with significant roles in
the system of internal control and others where fraud could have a material effect on the financial
statements (including any allegations of fraud or suspected fraud received in communications from
employees, former employees, regulators, or others);
e. providing us with:
i. access to all information of which management is aware that is relevant to the preparation and fair
presentation of the financial statements, such as records, documentation, and other matters;
ii. additional information that we may request from management for the purpose of the engagement;
and
iii. unrestricted access to persons from whom we determine it necessary to obtain evidence;
f. including our report, and our report on any supplementary information if described above, in any document
containing financial statements that indicates that such financial statements have been audited by us;
g. identifying and ensuring compliance with the applicable laws and regulations;
h. adjusting the financial statements to correct material misstatements and confirming to us in the
management representation letter that the effects of any uncorrected misstatements aggregated by us
during the current engagement and pertaining to the current period(s) under audit are immaterial, both
individually and in the aggregate, to the financial statements as a whole;
i. maintaining adequate records, selecting and applying accounting principles, and safeguarding assets;
j. the accuracy and completeness of all information provided;
k. with regard to the supplementary information referred to above: (a) the preparation of the supplementary
information in accordance with the applicable criteria; (b) providing us with the appropriate written
representations regarding supplementary information; (c) including our report on the supplementary
information in any document that contains the supplementary information and that indicates that we have
reported on such supplementary information; and (d) presenting the supplementary information with the
audited financial statements, or if the supplementary information will not be presented with the audited
financial statements, to make the audited financial statements readily available to the intended users of the
supplementary information no later than the date of issuance by you of the supplementary information and
our report thereon;
l. the design, implementation, and maintenance of the system of internal control relevant to the preparation
and fair presentation of financial statements that are free from material misstatement, whether due to
violations of laws, governmental regulations, grant agreements, or contractual agreements;
Page 21
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 6 of 11
m. identifying all federal awards expended during the period;
n. providing us with access to all information of which management is aware that is relevant to federal award
programs;
o. preparing the schedule of expenditures of federal awards (including notes and noncash assistance received)
in accordance with the Uniform Guidance;
p. the design, implementation, and maintenance of internal control over compliance;
q. identifying and ensuring that entity complies with laws, regulations, grants, and contracts applicable to its
activities and its federal award programs;
r. following up and taking corrective action on reported audit findings from prior periods and preparing a
summary schedule of prior audit findings;
s. following up and taking corrective action on current period audit findings and preparing a corrective action
plan for such findings;
t. submitting the reporting package and data collection form to the appropriate parties;
u. making us aware of any significant vendor relationships where the vendor is responsible for program
compliance;
v. informing us of facts that may affect the financial statements of which you may become aware during the
period from the date of our report to the date the financial statements are issued; and
w. confirming your understanding of your responsibilities in this letter to us in your management
representation letter.
We understand that your employees will prepare all confirmations we request and will locate any documents or
support for any other transactions we request.
If we agree herein or otherwise to perform any non-attest services (such as tax services or any other non-attest
services), you agree to assume all management responsibilities for those services; oversee the services by
designating an individual, preferably from senior management, with suitable skill, knowledge, or experience;
evaluate the adequacy and results of the services; and accept responsibility for them. We will perform any such
non-attest services in accordance with applicable professional standards.
During the course of our engagement, we will request information and explanations from management regarding
operations, internal controls, future plans, specific transactions and accounting systems and procedures. At the
conclusion of our engagement, we will also require, as a precondition to the issuance of our report, that
management provide certain representations in a written letter concerning representations made to us in
connection with our engagement. You agree that as a condition of our engagement, management will, to the best
of its knowledge and belief, be truthful, accurate and complete in all representations made to us during the course
of the engagement and in the written representation letter. The procedures we perform in our engagement and the
conclusions we reach as a basis for our report will be heavily influenced by the written and oral representations that
we receive from management. False or misleading representations could cause us to expend unnecessary efforts in
the engagement; or, worse, could cause a material error or a fraud to go undetected by our procedures.
The hiring of, or potential employment discussions with, any of our personnel could impair our independence.
Accordingly, you agree to inform the engagement partner prior to any such potential employment discussions
taking place.
Fees and Invoicing
We estimate the fee for this engagement will be $62,500 for the financial statement audit, plus $3,500 for the first
major single audit program and $1,500 for each additional major program.
The total fee for our services will be determined by the complexity of the work performed and the tasks required.
Individual hourly rates vary according to the degree of responsibility involved and the skills required and are subject
Page 22
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 7 of 11
to periodic review and change. It is understood that neither our fees nor the payment thereof will be contingent
upon the results of this engagement.
Our fee estimate is based on anticipated cooperation from all involved and the assumption that unexpected
circumstances will not be encountered during the engagement. If significant additional time is necessary, we will
discuss the reasons with you and arrive at a new fee estimate before we incur the additional costs.
Our invoices for this engagement will be rendered each month as work progresses. Our invoices are payable in
accordance with Texas Government Code § 2251.021, if applicable.
Documentation and Deliverable
The documentation we prepare pertaining to and in support of this engagement is our property and constitutes
confidential information.
If you intend to make reference to our firm or include a report or portion of a report we issue in a published
document or other reproduction that includes a modified version of the report or financial information to which it
was attached, you agree to provide us with printers’ proofs or masters for our review and approval before
reproducing. You also agree to provide us with a copy of the final reproduced material for our written approval
before it is distributed. If, in our professional judgment, the circumstances require, we may withhold our approval.
This requirement does not pertain to distributing unmodified reports along with the attached financial information
or dissemination of your financial information as a standalone document, such as on your website.
Unless we provide you with written consent in advance of such use, reports we issue are not intended to and should
not be provided or otherwise made available for use in connection with the sale of debt or other securities. If, in our
professional judgment, the circumstances require, we may withhold our consent.
Consistent with professional standards, our firm is subject to peer review and inspection by the PCAOB. Those
programs require that our system of quality management and a sample of our work be periodically examined by
another independent accounting firm or the PCAOB, respectively. A copy of our latest external peer review report
is available at peerreview.aicpa.org. The work we perform for you may be selected for review. If it is, we will provide
the reviewers with the required information without notice to you. Professional standards and PCAOB regulations
provide the applicable confidentiality requirements.
Page 23
Item 5.
May 14, 2026
Weaver and Tidwell, L.L.P. |Page 8 of 11
Incorporated General Terms
Attached are our General Terms that provide additional terms (including but not limited to provisions on
confidentiality, limitations on liability, indemnifications, dispute resolution, jury waiver, etc.) for this engagement.
Those terms are incorporated and apply to all services described herein.
We appreciate the opportunity to assist you and look forward to working with you and your team.
Sincerely,
WEAVER AND TIDWELL, L.L.P.
Dallas, Texas
Please sign and return a copy of this letter to indicate acknowledgment of, and agreement with, the arrangements
for our engagement as described herein, including each party’s respective responsibilities. By signing below, the
signatory also represents that they have been authorized to execute this agreement.
Town of Prosper
By:
Printed Name:
Title:
Date:
Page 24
Item 5.
General Terms (Rev. 25.02.11) |Page 1 of 3
GENERAL TERMS
1.Expenses.
In addition to the fee for our services, reasonable and
necessary out-of-pocket expenses we incur (such as parking,
reproduction and printing, postage and delivery, and out-
of-market travel, meals, and accommodations) will be
invoiced at cost. The total amount stated on each invoice
will include a separate administrative and technology
charge. The charge represents an estimated allocation of
our support personnel, telecommunication, and technology
infrastructure expenses. The amount stated on each invoice
will also include any sales, use, gross receipts, excise, or
other transaction tax imposed on our fees or expenses.
2.Payment.
Any disagreement with the charges must be communicated
to us in writing within thirty (30) days of the invoice date,
after which any right to contest the invoices will be waived.
For invoices not paid within sixty (60) days of the invoice
date, a late charge will be added to any uncontested
outstanding balance. The late charge will be assessed at a
rate of half a percent (0.5%) of the unpaid balance per
month. If invoices are not paid within ninety (90) days of the
invoice date, this engagement (and any other engagements
for the same party) will be placed on hold and we will stop
work until the balance is brought current, or we may
withdraw, and we will not be liable for any damages that
may result.
3.Term.
A. This engagement ends at the earlier of the completion
of our services described above, the provision of any
deliverables described above, or the termination of this
engagement. Any party may earlier terminate this
engagement at any time with ten (10) days’ written notice
to the other party. If the engagement is terminated, our
engagement will be deemed to have been completed upon
written notification of termination, and we will be paid for
our time expended and expenses incurred through the date
of termination.
B. If we are requested to perform additional services not
addressed in this engagement letter, we will communicate
our ability to perform the services, the scope of additional
services we agree to perform, and the fee arrangements we
would use. We also may issue a separate engagement letter
covering the additional services. In the absence of any other
written communication from us documenting the
arrangement for performance of such additional services,
those services will continue to be governed by the terms of
this engagement letter.
4.Ethical Conflict Resolution.
In the unlikely event that circumstances occur which we in
our sole discretion believe could create a conflict with either
the ethical standards of our firm or the ethical standards of
our profession in continuing our engagement, we may
suspend our services until a satisfactory resolution can be
achieved or we may resign from the engagement. We will
provide notice of such conflict as soon as practicable and
discuss any possible means of resolving the conflict prior to
suspending our services.
5.Non-Solicitation of Our Staff.
We value every one of our partners, employees, and
contractors and have spent a great deal of time and
resources to locate, train, and retain those individuals.
Accordingly, during the term of this engagement letter and
for two (2) years after the later of the termination of this
engagement letter or conclusion of the performance of all
of our services performed hereunder, no party, whether
voluntarily or involuntarily, directly or indirectly, will solicit
to employ or engage, on a partner, employee, contractor, or
other basis, any of our partners, employees, or contractors
who perform these services, without obtaining the prior
written consent of our CEO or COO. This section shall not
apply to a solicitation by general advertisement (e.g.
website, social media posting, newspaper, etc.) or any
employment or engagement resulting therefrom.
6.Confidentiality.
A. During the course of this engagement, the parties
may disclose to each other, orally, in writing, or otherwise,
information that is identified as or which is otherwise
categorized by law as proprietary, confidential, or privileged
(“Confidential Information”). Confidential Information does
not include material which (i) is in the public domain
through no fault of the receiving party, (ii) was already
known to the receiving party before it was first disclosed to
the receiving party by or on behalf of the disclosing party
related to this engagement, (iii) is received by the receiving
party from third-parties without confidentiality restrictions,
unless those third-parties were acting for or on behalf of the
disclosing party related to this engagement, or (iv) is
developed by the receiving party independently of, and
without reference to, any Confidential Information
communicated to the receiving party by or on behalf of the
disclosing party. We will use the Confidential Information
disclosed to us during this engagement solely to perform
services for which we have been engaged.
B. We may be requested to make the Confidential
Information available to regulators and other government
agencies, pursuant to authority given by law or regulation.
Responding to many such requests is mandatory. In those
Page 25
Item 5.
General Terms (Rev. 25.02.11) |Page 2 of 3
cases, access to such Confidential Information will be
provided under our supervision and we may, upon their
request, provide the regulator or agency with copies of all
or selected portions of the Confidential Information. The
requesting party may intend or decide to distribute the
copies or information contained therein to others, including
other regulators or agencies.
C. Unless otherwise stated herein, prohibited by law or
direction of law enforcement, or agreed in writing, the
parties will (i) provide prompt notice of any request received
to make Confidential Information pertaining to this
engagement, including any of our work product, available
to outside parties not involved in the performance of these
services and (ii) obtain written consent from the affected
party before disclosing the Confidential Information in
response to the request. If consent is withheld, the parties
will cooperate with any lawful efforts taken to minimize the
disclosure or protect the Confidential Information.
D. We will invoice for reasonable and necessary time (at
our then-current standard hourly rates) and out-of-pocket
expenses (including attorney’s fees) we incur to respond to
any request (such as a subpoena, summons, court order, or
administrative investigative demand) pertaining to this
engagement in a legal matter to which we are not a party. If
we agree to perform additional substantive services related
to or arising out of the request, such matters may be the
subject of a new engagement letter.
E. The parties agree to maintain Confidential
Information using the same standard of care each uses to
protect its own information of like importance but in no case
less than a reasonable standard of care.
F. All rights to Confidential Information (including
patent, trademarks, copyrights, or other intellectual
property rights) shall remain vested in the disclosing party,
and no rights in the Confidential Information are vested in
the receiving party, except the limited right to use the
Confidential Information solely to perform its obligations or
exercise its rights under this engagement letter.
G. We will return or destroy the Confidential Information
upon the disclosing party’s request within a reasonable
period of time, except that we will maintain any copies of
the Confidential Information for the period necessary to
comply with any applicable laws or professional standards
and our own document retention policy (e.g. we will
maintain our workpapers for seven (7) years from the date
of any attest report we issue). Following such a period, we
may destroy the Confidential Information without notice.
H. We may at times provide (i) documents marked as
drafts or (ii) preliminary or ancillary information or advice
(not included in a final deliverable). Those documents,
information, and/or advice are for review and consideration
purposes only and should not be relied upon or distributed,
and should be destroyed, unless otherwise required by law.
If further analysis, information, or advice is desired, we will
be informed in writing. We may assist if the matter is within
our expertise. Unless already encompassed by the scope of
our engagement letter, if we agree to provide such further
assistance, our services will be handled as additional services
in the manner described above.
I. We may transmit and store data via email, the cloud,
or other electronic and Internet-based mechanisms to
facilitate this engagement. Please be aware that those
mediums inherently pose a risk of misdirection or
interception of Confidential Information. Any request to
limit such transmissions or use a different means of
transmission or storage must be made in writing and we will
not be responsible for any resulting compromise in data
security.
J. We do not act as the host or repository of financial or
non-financial information or as an information back-up
service provider for our clients. It is the responsibility of our
clients to maintain a complete set of their own financial and
non-financial data and records. If some portion of the data
and records is contained only within our files, inform us
before the issuance of our deliverable and we will provide a
copy.
K. Unless otherwise stated herein or agreed in writing,
neither this engagement nor engagement letter is intended
for the benefit of any third party. Any party may inform us
of any third party who will receive our deliverable. If we are
not informed in writing by a party, we are not aware of the
identity of such third parties and we do not anticipate their
reliance upon our professional services or deliverable unless
otherwise agreed in writing.
7.Limitations on Liability and Indemnifications.
A. Each party to this engagement letter other than us
gives the following releases and indemnifications to us and
our affiliates’ partners, employees, and contractors, and
each of their heirs, executors, personal representatives,
successors and assigns (“Our Representatives”). We and Our
Representatives are hereby released, indemnified, and held
harmless, from and against any liability and costs, including
related liabilities, losses, damages, costs, expenses, and
attorneys’ fees, resulting from or arising out of: (i) knowing
misrepresentations or unintentional or unauthorized
disclosures to us or Our Representatives by any party (other
than us) or the officers, employees, or others acting or
purporting to act on their behalf, (ii) disclosure of our work
product to anyone not a party this engagement letter who
we were not informed of in advance, or (iii) misdirection,
interception, or failed delivery of information connected
with this engagement during transmission, submission, or
storage.
Page 26
Item 5.
General Terms (Rev. 25.02.11) |Page 3 of 3
B. Our and Our Representatives’ total aggregate liability
pertaining to this engagement and engagement letter shall
be limited to one (1) times the amount of our fees
(excluding any reimbursable expenses) the party bringing
the claim paid to us for the services in question. In no event
shall we or Our Representatives be liable for indirect,
incidental, consequential, special, multiple, exemplary, or
punitive losses or damages—even if advised of their
possible existence.
C. Satisfaction of a claim or cause of action arising from
nonattest services (if any) which are part of this engagement
or performed pursuant to this engagement letter shall only
be sought from the limited liability partnership, Weaver and
Tidwell, L.L.P. In no event will our partners, directors,
employees, or agents be individually liable for any liability,
damages, expenses, or losses of any nature, caused by or
resulting from the engagement, engagement letter, or use
of our work product. While we are entering into this
engagement letter on our own behalf, this paragraph is also
intended for the benefit of Our Representatives.
D. All limitations on liability and indemnifications
contained herein shall apply to the fullest extent permissible
by applicable laws and professional standards (including,
without limitation, any applicable rules and interpretations
of the AICPA, PCAOB, and SEC), regardless of the cause of
action (whether contract, negligence, or otherwise), except
as finally determined to have resulted solely from our fraud,
gross negligence, or willful misconduct.
8.Dispute Resolution Procedure including Jury Waiver.
A. No claim arising out of or relating to this engagement
or engagement letter shall be filed more than two (2) years
after the earlier of the termination of this engagement or
the date of the delivery of our work product in question, if
any. This limitation applies and begins to run even if no
damage or loss has been suffered, or the injured or
damaged party has not become aware of the existence or
possible existence of a dispute.
B. If a dispute arises out of or relates to this engagement
or engagement letter, or the breach thereof, and if the
dispute cannot be settled through negotiation, the parties
agree first to try in good faith to settle the dispute by
mediation before resorting to litigation. In such event, the
parties will attempt to agree upon a location, mediator, and
mediation procedures, but absent such agreement anyparty
may require mediation in Houston, Texas, administered by
the AAA under its Commercial Mediation Procedures.
C. This engagement letter and all disputes between the
parties shall be governed by, resolved, and construed in
accordance with the laws of the State of Texas, without
regard to conflict-of-law principles. Any action arising out of
or relating to this engagement or engagement letter shall
only be brought in, and each party agrees to submit and
consent to the exclusive jurisdiction of the federal or state
courts in the State of Texas and convenience of those
situated in Harris County, Texas.
D. Each party hereby irrevocably waives any right it may
have to trial by jury in any proceeding arising out of or
relating to this engagement or this engagement letter.
E. Whenever possible, this engagement letter shall be
interpreted in such a manner as to be effective and valid
under applicable laws, regulations, or published
interpretation, but if any term of this engagement letter is
declared illegal, unenforceable, or unconscionable, that
term shall be severed or modified, and the remaining terms
of the engagement letter shall remain in force. The court
should in such case modify any term declared to be illegal,
unenforceable, or unconscionable in a manner that will
retain the intended term as closely as possible.
F. If because of a change in status or due to any other
reason, any of the terms of this engagement or any contract
we have now or enter into in the future with any of the other
parties, would be prohibited by, or would impair our
independence when required under laws, regulations or
published interpretations by governmental bodies,
professional organizations or other regulatory agencies,
such provision shall, to that extent, be of no further force
and effect and the contract shall consist of the remaining
portions.
9.Miscellaneous.
A. We have non-CPA owners who may provide services
pertaining to this engagement.
B. We do not provide legal advice or services. If
necessary, refer to appropriate legal counsel for advice or
services of that nature.
C. This engagement letter sets forth all agreed upon
terms and conditions of our engagement with respect to the
matters covered herein and supersedes any that may have
come before. This engagement letter may not be amended
or modified except by further writing signed by all the
parties. Any provisions of this engagement letter which
expressly or by implication are intended to survive its
termination or expiration will survive and continue to bind
the parties. The use of electronic signatures or multiple
counterparts to execute this engagement letter shall have
the same force and effect as a manually or physically signed
original instrument.
Page 27
Item 5.
Report on the irm’s System of Quality Control
November 19, 2025
To the Partners of Weaver & Tidwell, L.L.P.
and the National Peer Review Committee
We have reviewed the system of quality control for the accounting and auditing practice of Weaver & Tidwell,
L.L.P. (the irm) applicable to engagements not subject to Public Company Accounting Oversight Board (PCAOB)
permanent inspection in effect for the year ended May 31, 2025. Our peer review was conducted in accordance
with the Standards for Performing and Reporting on Peer Reviews established by the Peer Review Board of the
American Institute of Certified Public Accountants (Standards).
A summary of the nature, objectives, scope, limitations of, and the procedures performed in a system review as
described in the Standards may be found at www.aicpa.org/prsummary. The summary also includes an
explanation of how engagements identified as not performed or reported on in conformity with applicable
professional standards, if any, are evaluated by a peer reviewer to determine a peer review rating.
Firm’s Responsibility
The irm is responsible for designing and complying with a system of quality control to provide the Firm with
reasonable assurance of performing and reporting in conformity with the requirements of applicable
professional standards in all material respects. The irm is also responsible for evaluating actions to promptly
remediate engagements deemed as not performed or reported on in conformity with the requirements of
applicable professional standards, when appropriate, and for remediating weaknesses in its system of quality
control, if any.
Peer Reviewer’s Responsibility
Our responsibility is to express an opinion on the design of and compliance with the irm’s system of quality
control based on our review.
Required Selections and Considerations
Engagements selected for review included engagements performed under Government Auditing Standards,
including compliance audits under the Single Audit Act; audits of employee benefit plans,audit performed
under FDICIA, and examinations of service organizations (SOC 1 and SOC 2 engagements).
As a part of our peer review, we considered reviews by regulatory entities as communicated by the irm, if
applicable, in determining the nature and extent of our procedures.
Page 28
Item 5.
Opinion
In our opinion, the system of quality control for the accounting and auditing practice of Weaver & Tidwell, L.L.P.
applicable to engagements not subject to PCAOB permanent inspection in effect for the year ended May 31,
2025, has been suitably designed and complied with to provide the irm with reasonable assurance of
performing and reporting in conformity with applicable professional standards in all material respects. Firms can
receive a rating of pass, pass with deficiency(ies) or fail. Weaver & Tidwell, L.L.P. has received a peer review
rating of pass.
Eide Bailly LLP
Page 29
Item 5.
Page 1 of 2
To: Mayor and Town Council
From: Lindy M. Higginbotham, P.E., Senior Engineer
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Hulon T. Webb, Jr., P.E., Director of Engineering Services
Pete Anaya, P.E., Assistant Director of Engineering – Capital Projects
Re: Standard Utility Agreement – Frontier Parkway (FM 1461) from Preston
Road (SH 289) to Custer Road (FM 2478)
Town Council Meeting – June 9, 2026
Strategic Visioning Priority: Accelerate Infrastructure Delivery
Agenda Item:
Consider and act upon authorizing the Town Manager to execute a Standard Utility Agreement
(SUA) U-Number U00026000 between the Texas Department of Transportation and the Town of
Prosper, Texas, for the reimbursement of costs incurred in adjustment and relocation of the
Town’s water facilities along Frontier Parkway (FM 1461), up to the amount of eligibility for State
participation.
Description of Agenda Item:
As part of the design of the Texas Department of Transportation (TxDOT) future plans to widen
Frontier Parkway (FM 1461) through the Town of Prosper, the Town has to relocate an existing
12-inch water line. The Town’s existing 12-inch water line is located primarily within a separate
utility easement parallel to the existing Frontier Parkway south Right-of-Way (ROW) between
Preston Road (SH 289) and Custer Road (FM 2478). The proposed ROW of FM 1461 will extend
past the Town of Prosper’s existing easements.
The attached SUA will reimburse the Town of Prosper for the adjustment and relocation costs
associated with the 12-inch water line to avoid conflicts with the widening of the new roadway.
The attached SUA includes estimated costs associated with construction, professional services,
land acquisition, and Town of Prosper engineering, administrative, and inspection costs. These
estimated costs will be adjusted at the completion of the project for final payment.
Budget Impact:
The Standard Utility Agreement (SUA) is comprised of several items including Estimated
Construction Costs of $7,351,613, Professional Service costs of $399,900, Easement costs of
$602,250, and Town of Prosper Engineering, Administration, and Inspection costs of $52,060.
The SUA is a reimbursement contract that will reimburse the Town for costs incurred based on a
calculated eligibility ratio estimated to be 89.69% or a reimbursement of $7,539,071.58, based on
ENGINEERING
SERVICES
Page 30
Item 6.
Page 2 of 2
the Estimated Costs in the SUA. At the conclusion of the project, the Town will provide an
accounting of all actual costs and the actual reimbursement amount will be calculated based on
the eligibility ratio of 89.69%.
The water line relocation project bid was awarded last year in the amount of $4,085,802.90, which
is significantly less than the $7,351,613 Estimated Construction Costs in the SUA. Fin al
accounting of all actual costs is being prepared and will be provided to TxDOT after approval of
the SUA. The actual reimbursement amount will reflect the construction cost savings.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form
and legality.
Attached Documents:
1. TxDOT Standard Utility Agreement U-Number U00026000
2. Relocation Exhibit with Cost Breakdown
3. Exception to Policy Authorization
Town Staff Recommendation:
Town staff recommend that the Town Council authorize the Town Manager to execute a Standard
Utility Agreement (SUA) U-Number U00026000 between the Texas Department of Transportation
and the Town of Prosper, Texas, for the reimbursement of costs incurred in adjustment and
relocation of the Town’s water facilities along Frontier Parkway (FM 1461), up to the amount of
eligibility for State participation.
Proposed Motion:
I move to authorize the Town Manager to execute a Standard Utility Agreement (SUA) U-Number
U00026000 between the Texas Department of Transportation and the Town of Prosper, Texas,
for the reimbursement of costs incurred in adjustment and relocation of the Town’s water facilities
along Frontier Parkway (FM 1461), up to the amount of eligibility for State participation.
Page 31
Item 6.
Form ROW-U-35
(Rev. 03/24)
Page 1
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Standard Utility Agreement
U Number: N/A Utility ID: U00026000
District: Dallas County: Collin
ROW Project ID (TxC): R00002999 Highway: FM 1461
ROW CSJ: 1973-01-018 From: SH 289
Construction CSJ: 1973-01-015
Highway Project Letting Date: 8/1/2028 RTL
To: West of CO Rd 166
This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission,
(“State”), and Town of Prosper, (“Utility”), acting by and through its duly authorized representative, shall be
effective on the date of approval and execution by and on behalf of the State.
WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State
and approved by the Federal Highway Administration within the limits of the highway as indicated above (the
“Highway Project”);
WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain
facilities of the Utility as indicated in the following statement of work: This project will relocate the section of
Prosper's 12" water pipeline outside the proposed paving limits of the future roadway widening project between SH
289/Preston Road and FM 2478/ Custer Road. The 12-inch pipe to be relocated is along FM 1461 between TxDOT
STA 100+76.23 and STA 256+51.35. The new water pipeline will be designed in accordance with Town of Prosper's
design and constuction standards; and more specifically as shown in the Utility’s plans, specifications and
estimated costs, which are attached hereto as Attachment “A”.
WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to
the extent as may be eligible for State and/or Federal participation.
WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility’s interest in certain
lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its
facilities located upon the lands as indicated in the statement of work above.
NOW, THEREFORE, BE IT AGREED:
The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility’s facilities
up to the amount said costs may be eligible for State participation.
All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility,
the development and reimbursement of costs, any environmental requirements, and retention of records will be in
accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal
Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National
Environmental Policy Act, 42 U.S.C. §§ 4321, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR
635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and
Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645,
Subpart B.
The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules,
regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility.
Page 32
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 2
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
The Utility shall not commence any physical work, including without limitation site preparation, on the State’s right
of way or future right of way, until TxDOT provides the Utility with written authorization to proceed with the physical
work upon TxDOT’s completion and clearance of its environmental review of the Highway Project. Any such work
by the Utility prior to TxDOT’s written authorization to proceed will not be eligible for reimbursement and the Utility
is responsible for entering any property within the proposed limits of the Highway Project that has not yet been
acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization
to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required
only when TxDOT has not obtained completion and clearance of its environmental review of the Highway Project
prior to the execution of this Agreement by the State and the Utility.
The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and
the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are
composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility,
use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required
attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the
facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation
or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility
becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface
Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility
in the adjustment, removal, and relocation of the Utility’s facilities; and (3) removal and replacement of the non-
compliant products.
The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs
in accordance with a work order accounting procedure prescribed by the State, or may, with the State’s approval,
accumulate actual direct and related indirect costs in accordance with an established accounting procedure
developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after
completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation,
within one (1) year after completion of the work may result in forfeiture of payment for said work.
When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when
properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing.
Intermediate payments shall not be construed as final payment for any items included in the intermediate payment.
The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final
billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in
the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit
shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement.
Alternatively, if the approved accounting method is a lump sum, the State agrees to pay the Utility an agreed lump
sum of $N/A as supported by the attached estimated costs. The State will, upon satisfactory completion of the
adjustments, removals, and relocations and upon receipt of a final billing, make payment to the Utility in the agreed
amount.
Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to
perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion
date which is attached hereto in Attachment “C”. The completion date shall be extended for delays caused by
events outside the Utility’s control, including an event of Force Majeure, which shall include a strike, war or act of
war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood
or other act of God, sabotage, or other events, interference by the State or any other party with the Utility’s ability
to proceed with the work, or any other event in which the Utility has exercised all due care in the prevention thereof
so that the causes of other events are beyond the control and without the fault or negligence of the Utility.
Page 33
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 3
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
This agreement in its entirety consists of the following elements:
Standard Utility Agreement – ROW-U-35;
• Plans, Specifications, and Estimated Costs (Attachment “A”);
• Accounting Method (Attachment “B”);
• Schedule of Work (Attachment “C”);
• Statement Covering Contract Work – ROW-U-48 (Attachment “D”);
• Utility Joint Use Agreement – ROW-U-JUA and/or Utility Installation Request – Form 1082 (Attachment
“E”);
• Eligibility Ratio (Attachment “F”);
• Betterment Calculation and Estimate (Attachment “G”); and
• Proof of Property Interest – ROW-U-Affidavit (Attachment “H”).
All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from
the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs
covered by a modification or amendment of this agreement or a written change or extra work order approved by the
State and the Utility.
This agreement is subject to cancellation by the State at any time up to the date that work under this agreement
has been authorized, and such cancellation will not create any liability on the part of the State. However, the State
will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement.
The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under
this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract
or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under
the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds.
An entity that is the subject of an audit or investigation must provide the state auditor with access to any information
the state auditor considers relevant to the investigation or audit.
The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the
limits of the law.
It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that
the State makes no warranties or representations regarding the existence or location of utilities currently within its
right of way.
Page 34
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 4
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the
party represented.
UTILITY EXECUTION RECOMMENDED:
Utility: Town of Prosper
Name of Utility Director of TP&D (or designee), Dallas District
By:
Authorized Signature
THE STATE OF TEXAS
Executed and approved for the Texas
Transportation Commission for the purpose
and effect of activating and/or carrying out the
orders, established policies or work programs
heretofore approved and authorized by the
Texas Transportation Commission.
Print or Type Name
Title:
Date:
By:
District Engineer (or designee)
Date:
Page 35
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 5
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “A”
Plans, Specifications, and Estimated Costs
All material items within the cost estimate that must meet Buy America or Steel and Iron
Preference Provision requirements must be indicated with an asterisk (*).
Currently, this project does not plan to use iron and steel subject to Buy America
requirements. In the event that Buy America compliant materials are used during
construction on this project, compliance documentation will be provided.
There are non-domestic iron and steel materials in this project that fall under the De
Minimus equation. Calculation showing the total cost does not exceed one-tenth of one
percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is
greater is required.
We understand the Buy America Compliance Requirements for iron and steel and will
supply the required documentation to TxDOT indicating compliance with this provision.
The following documents will be supplied prior to installation of the materials:
1) Form 1818 - Material Statement
2) Material Test Reports or Certifications
Page 36
Item 6.
Page 37
Item 6.
ANCKLGKLGBCFGENERAL GENERAL NOTES AND LEGENDGN-2
2 COSERV GAS
GRANDE COMMUNICATIONS
(940) 270-7016 CHRIS LANGSTON
(940) 390-5500 LUIS CONTRERAS
AT&T
ATMOS ENERGY
(214) 232-7070 BRADLEY PITMAN
(972) 964-4108 CARY WILBURN
DIG TESS
(800) 344-8377
TOWN OF PROSPER
COSERV ELECTRIC
(214) 585-8828 JAMES RODRIGUEZ
(940) 391-5300 BRITT HOWARD
TXDOT
(972) 547-2321 TODD NEELY
ENERGY TRANSFER
(807) 559-3829 TOMMY RIGSBY
ZAYO
(817) 665-4702 LOUISE JUDY
SUDDENLINK
(469) 400-6338 GARY ESTEP
NTTA
(214) 224-3026 KELLY JOHNSON
BEGINS.
18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION
THIS PROJECT.
17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SITE DRAINAGE THROUGHOUT THE DURATION OF
SITE AT ALL TIMES.
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT, ACCURATE AND CURRENT PLANS OF RECORD ON THE JOB
CONTROL MONUMENTATION PRIOR TO BEGINNING CONSTRUCTION.
PERMANENT EASEMENT, TEMPORARY EASEMENT, CENTERLINE, ETC. THE CONTRACTOR SHALL VERIFY ALL LIMITS OF
CONSTRUCTION SURVEYING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INCLUDING BUT NOT LIMITED TO 15.
NEEDED TO LAYOUT ANY PROJECTS SHALL BE SUBSIDIARY TO THE BID PRICES
14. CONTROL POINTS SHOWN ON PLANS ARE INTENDED FOR CONTRACTOR'S USE ONLY. ANY ADDITIONAL SURVEYING
RUTTING AND POTHOLES. REPAIR DAMAGED PAVEMENT IN ACCORDANCE WITH SPECIFICATIONS.
PAVEMENT AND SHALL BE MAINTAINED BY THE CONTRACTOR TO ENSURE A SMOOTH DRIVING SURFACE, FREE OF
CONSTRUCTION OPERATIONS. TEMPORARY BACKFILL SHALL BE INSTALLED TO THE FINISHED GRADE OF THE EXISTING
TRENCH WILL BE ALLOWED IN EXISTING PAVEMENT EXCEPT DURING DAYLIGHT HOURS DURING NO OPEN
CONTRACTOR SHALL INSTALL TEMPORARY BACKFILL AS REQUIRED FOR OPEN TRENCH IN ESTABLISHED ROADWAYS. 13.
THICKNESS TO EXISTING.
SURFACE REPLACED WITHIN 1 WEEK OF OPEN CUTTING. DRIVEWAY REPLACEMENT SHALL BE SIMILAR MATERIAL AND
CONSIDERED A NON-PAY ITEM. ALL OPEN CUT DRIVEWAYS & ROADS SHALL HAVE PERMANENT SURFACE WILL BE
ALL DRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVE ACCESS PROVIDED AT ALL TIMES. THE FLEXBASE TEMPORARY 12.
SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT.
ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS FOR SERVICES TO BE REINSTALLED. IN NO CASE WORKING ORDER AT
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER CONNECTIONS TO ALL HOMES AND BUSINESSES IN 11.
MAXIMUM ROCK SIZE WITHIN THE TOP 12-INCH LAYER SHALL NOT EXCEED 1-INCH.
BACKFILL MATERIAL SHALL HAVE A GRADATION SIMILAR TO EXISTING GROUND ADJACENT TO TRENCH. OF TRENCH
CONTRACTOR SHALL REMOVE TOPSOIL AND STOCKPILE FOR USE DURING TRENCH RESTORATION. THE TOP 12-INCHES 10.
ALLOWED.
LETTERS SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE
NOTIFY RESIDENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF
DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE TOWN INSPECTOR. THE CONTRACTOR SHALL
CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, AND THE TIME FRAME FOR TELEPHONE NUMBERS OF
BEGINNING WORK ON EACH PROPERTY. THIS LETTER SHALL INCLUDE NAMES AND PRIOR TO PROPERTY OWNERS
THE CONTRACTOR SHALL DISTRIBUTE LETTERS, MINIMUM 1 CALENDAR WEEK IN ADVANCE, TO ALL AFFECTED 9.
WILL BE PROVIDED AND/OR REMOVED AT NO ADDITIONAL COST TO THE OWNER.
SEQUENCE OF CONSTRUCTION. ALL CLOSURE PIECES SHALL BE CONSIDERED A SUBSIDIARY COST TO THE PROJECT AND
REQUIRED FOR SPECIAL CONSTRUCTION PROCEDURES TO COORDINATE CHANGES TO THE INCLUDING THOSE
CONTRACTOR SHALL PROVIDE CLOSURE PIECES FOR WATERLINE AS REQUIRED TO CONSTRUCT THE PROJECT, 8.
VARIOUS ITEMS LISTED IN THE PROPOSAL.
FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR
OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY
WITH A NEW FENCE OF EQUAL OR BETTER MATERIAL OR UNDAMAGED ORIGINAL FENCING. ALL AFFECTED PROPERTY
PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES SHALL BE REPLACED OPERATION AND
THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION 7.
IN ACCORDANCE WITH THE SPECIFICATIONS. WRAPPED OR COATED
ALL BURIED VALVES, FIRE HYDRANT BASES, FITTINGS, METALLIC PIPING, AND METALLIC EQUIPMENT SHALL BE 6.
ACCESSIBLE.
ALL TIMES DURING CONSTRUCTION, OR ACTIVITIES WILL BE STOPPED UNTIL AREA IS MADE OF PROSPER AT
CONTRACTOR SHALL MAINTAIN SUITABLE CONSTRUCTION ACCESS TO THE ENGINEER, LAND OWNER AND THE TOWN 5.
SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN. A TRENCH SAFETY PLAN
ADMINISTRATOR'S STANDARDS. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE AND HEALTH
ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY 4.
"NOT" TO TCEQ UPON COMPLETION OF THE PROJECT.
NOTICE OF INTENT "NOI" TO TCEQ 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AND NOTICE OF TERMINATION
CONCERNING EROSION AND SEDIMENT CONTROL. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A
THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE EPA'S NPDES REGULATIONS 40-CFR-122, 123, 124
MEASURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. IT SHALL BE
PREVENTION PLAN FOR THIS PROJECT. THE INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION POLLUTION
CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION, IMPLEMENTATION AND MAINTENANCE OF A STORM WATER 3.
DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE MATERIAL AT HIS OWN COST.
PLACES EXCESS MATERIAL IN THE AREAS WITHOUT PERMISSION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL
WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE TOWN'S ENGINEER. IF THE CONTRACTOR
EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT
LOCATION IS NOT WITHIN THE TOWN LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING AS SUCH. NO
PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE TOWN'S ENGINEER IF WITHIN THE TOWN LIMITS. IF THE
SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE NOT A
THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND 2.
STANDARD PROCTOR DENSITY PER SPECIFICATIONS.
SIX INCHES TO ALLOW FOR SETTLEMENT. ALL BACKFILL SHALL BE COMPACTED TO 98% EXISTING GRADE PLUS
ALL TRENCH BACKFILL IN UNPAVED AREAS OVER FIVE (5) FEET FROM ROAD OR DRIVEWAY SHALL BE PLACED TO 1.
CONSTRUCTION.
IN THE SAME LOCATION WITH NEW FENCING IN AS GOOD OR BETTER CONDITION AS EXISTED PRIOR TO
CONSTRUCTION ACTIVITIES. ANY PERMANENT FENCING DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED
37. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR LIVESTOCK ANYWHERE FENCING IS REMOVED FOR
THE COST FOR ROCK EXCAVATION SHALL BE SUBSIDIARY TO THE BID ITEM FOR PIPE INSTALLATION.
36. THIS PROJECT IS WITHIN THE AUSTIN CHALK FORMATION AND ROCK MAY BE ENCOUNTERED DURING EXCAVATION.
CONSTRUCTION AND MUST MAINTAIN THIS STAKING THROUGHOUT THE DURATION OF THE PROJECT.
35. CONTRACTOR SHALL STAKE ALL ROW, PERMANENT AND TEMPORARY EASEMENTS EVERY 50-FT PRIOR TO BEGINNING
34. BLASTING WILL NOT BE ALLOWED.
SHALL BE SEPARATED FROM BRUSH.
33. NO FIRES WILL BE ALLOWED. BRUSH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE. DIRT AND ROCK
AND SHALL COORDINATE THE PLAN AT LEAST 72 HOURS IN ADVANCE OF COMMENCING WORK.
32. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING PLAN TO TRANSFER SERVICE TO THE PROPOSED WATERLINE
ETC.), IN ORDER TO HAVE EXISTING UTILITIES LOCATED.
SHALL BE RESPONSIBLE FOR NOTIFYING A TEXAS REGISTERED NOTIFICATION CENTER (I.E. TEXAS ONE CALL, DIG TESS,
31. IN ACCORDANCE WITH TEXAS STATE LAW, AT LEAST 2 DAYS PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR
CONTRACTOR IS RESPONSIBLE FOR WATERING GRASS, TREES AND LANDSCAPING IN AFFECTED AREAS.
MUTUALLY AGREED UPON WITH LANDOWNER PRIOR TO CONSTRUCTION. WHILE IRRIGATION SYSTEMS ARE OFF-LINE,
OWNER. CONTRACTOR IS TO ASSUME ALL COMPONENTS OF IRRIGATION SYSTEM ARE IN WORKING ORDER UNLESS
ALL DAMAGE SHALL BE REPAIRED BY IRRIGATOR LICENSED IN THE STATE OF TEXAS AT NO ADDITIONAL COST TO THE
30. CONTRACTOR SHALL PROTECT AND OR REPLACE ALL UNDERGROUND IRRIGATION SYSTEMS (KNOWN AND UNKNOWN).
EXISTING PIPELINE, UNLESS FLOWABLE FILL ENCASEMENT IS SHOWN IN THE PLANS.
PIPELINE WITH GRANULAR EMBEDMENT FROM TOP OF PIPE ZONE OF NEW WATERLINE TO ONE FOOT ABOVE
29. WHEN NEW WATERLINE CONSTRUCTION CROSSES UNDER EXISTING PIPELINES, CONTRACTOR SHALL BACKFILL EXISTING
OWNER.
OR ROADWAYS OTHER THAN THOSE SPECIFICALLY SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE
28. CONTRACTOR, AT HIS DISCRETION AND WITH PROPER APPROVAL, MAY TUNNEL OR BORE UNDER EXISTING UTILITIES
TESTING AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER.
27. CONTRACTOR SHALL BE REQUIRED TO INSTALL TEMPORARY TEST PLUGS, FITTINGS, AND SPECIALS FOR HYDROSTATIC
26. CONTRACTOR SHALL MAINTAIN ALL OPERATIONS WITHIN THE TOWN ROW OR EASEMENTS.
THE TOWN, INCLUDING THOSE WITHIN THE RIGHT-OF-WAY OR PERMANENT EASEMENT.
WITHOUT THE TOWN'S WRITTEN PERMISSION. ALL TREES TO BE REMOVED OR TRIMMED SHALL BE REVIEWED WITH
25. NO TREES OUTSIDE OF THE RIGHT-OF-WAY OR PERMANENT EASEMENT SHALL BE REMOVED, TRIMMED OR DAMAGED
SPECIFICATIONS FOR THIS PROJECT.
SHALL BE SUBSIDIARY TO THE PIPELINE CONSTRUCTION UNLESS SPECIFIED BY A PAY ITEM OF THE TECHNICAL
NOT EXCEED 75% OF THE PIPE MFG.'S SPECIFIED MAXIMUM DEFLECTION PER JOINT. ALL MAIN LINE CONNECTIONS
PER JOINT OR MAXIMUM VERTICAL OR HORIZONTAL RADIUS FOR MULTIPLE DEFLECTIONS. THE CONTRACTOR SHALL
NEW WATERLINE SHALL BE ADJUSTED ACCORDINGLY, NOT EXCEEDING PIPE MFG'S SPECIFIED MAXIMUM DEFLECTION
AND TEST THE PIPING SYSTEM. WHEN EXISTING WATERLINES REQUIRE A CONNECTION OR TIE-IN, THE GRADE OF THE
ADAPTERS, LABOR, EQUIPMENT AND APPURTENANCES REQUIRED TO MAKE CONNECTIONS, CLEAN, DISINFECT, FLUSH
24. THE CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, AS REQUIRED AND SHALL PROVIDE ALL FITTINGS,
RESIDENTIAL YARDS.
PLACED IN DISTURBED AREAS IN RESIDENTIAL YARDS AND IN DISTURBED R.O.W. AREAS IMMEDIATELY ADJACENT TO
GOOD OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. SOD OF EQUAL TYPE TO EXISTING GRASS, SHALL BE
THAT WAS PRESENT IN PRE-CONSTRUCTION CONDITIONS IS REPLACED AND/OR RESTORED TO ITS CONDITION IN AS
SEEDING INCLUDING BOTH PERMANENT BERMUDA GRASS SEED AND WINTER WHEAT SEED SUCH THAT THE GRASS
23. WHERE GRASS IS DISTURBED BY AN ACTIVITY OF THIS PROJECT, CONTRACTOR SHALL REPLACE GRASS BY HYDROMULCH
22. THE CONTRACTOR SHALL USE EXISTING RIGHT-OF-WAYS OR EASEMENTS FOR ACCESS TO THE JOB SITE.
EMERGENCY VEHICLES, RESIDENTS AND BUSINESSES.
21. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT ACCESSIBLE TO FIRE TRUCKS, AMBULANCES, OTHER
ADDITIONAL COST TO THE OWNER.
EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION OF NEW ITEMS AND REINSTALL THEM AS REQUIRED AT NO
PIPING AND UTILITIES IN THE CONSTRUCTION AREA(S). CONTRACTOR SHALL TEMPORARILY RELOCATE AND SUPPORT
20. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING
ALL EXISTING UTILITIES IN SERVICE DURING CONSTRUCTION.
IN THE PRICE BID FOR THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
THE OWNER. ALL COST FOR MOVING OR SUPPORTING ELECTRIC POWER AND TELEPHONE POLES SHALL BE INCLUDED
PIPES, CONDUITS, AND ANY OTHER ITEMS ASSOCIATED WITH THE UTILITIES' FACILITIES AT NO ADDITIONAL COST TO
EXISTING UTILITIES SHALL INCLUDE PROTECTION AND SUPPORT OF UTILITIES LINES, VAULTS, BOXES, VALVES, POLES,
PROCEDURES, POLICIES AND REQUIREMENTS OF THE OWNERS OF THE UTILITIES. PROTECTION AND SUPPORT OF
19. THE CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING UTILITIES IN ACCORDANCE WITH STANDARDS,
SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659FEB 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-gn-notes.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$4/15/2025J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\Common\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\1. General\cv-trt-gn-notes.dgn2.000000 ' / in.Plot Scale:MicroStation V8 User:Date: 4/15/2025 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\1. General\cv-trt-gn-notes.dgnProject:GeomBL - Plan 1Model:FM 1461 12" WATER LINE RELOCATIONTOWN OF PROSPER, TEXASTXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION4/15/2025111348ADAM CROSS, P.E.
EH
FH
EM
WM
730
731
GV
VHH
GM
CO
WW
EXISTING UTILITY OWNERS
GENERAL PROJECT NOTES (NO SEPARATE PAY ITEMS):
LEGEND OF SYMBOLS
POWER POLE (SURVEY)
WATER VALVE (SURVEY)
WATER VALVE (TXDOT)
FIRE HYDRANT (TXDOT)
WATER METER (TXDOT)
CENTERLINE (SURVEY)
T-DUCT AT&T (TXDOT)
T-DUCT AT&T (TXDOT)
STORM SEWER (TXDOT)
STORM SEWER (TXDOT)
POWER POLE (TXDOT)
LIGHT POLE (TXDOT)
TRAFFIC SIGNAL LIGHT (TXDOT)
ELECTRIC HANDHOLE (TXDOT)
ELECTRIC METER (TXDOT)
TRAFFIC SIGNAL POWER BOX (TXDOT)
ELECTRICAL TRANSFORMER (TXDOT)
FIBEROPTIC HANDHOLE (TXDOT)
FIRE HYDRANT (SURVEY)
TELEPHONE PEDESTAL (TXDOT)
TELEPHONE HANDHOLE (TXDOT)
WASTE WATER MANHOLE (TXDOT)
CLEAN OUT (TXDOT)
WASTE WATER VAULT (TXDOT)
CULVERT HEADWALL (TXDOT)
GAS VENT (TXDOT)
GAS METER (TXDOT)
MINOR CONTOUR (SURVEY)
MAJOR CONTOUR (SURVEY)
PERMANENT EASEMENT (SURVEY)
R.O.W. (SURVEY)
OVERHEAD ELECTRIC (SURVEY)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
UNDERGROUND ELECTRIC (TXDOT)
TRAFFIC SIGNAL ELECTRIC (TXDOT)
TRAFFIC SIGNAL ELECTRIC (TXDOT)
OVERHEAD ELECTRIC (TXDOT)
OVERHEAD ELECTRIC/FIBER OPTIC (TXDOT)
OVERHEAD ELECTRIC/FIBER/CTV (TXDOT)
OVERHEAD ELECTRIC (TXDOT)
OVERHEAD ELECTRIC/FIBER OPTIC (TXDOT)
OVERHEAD ELECTRIC/FIBER/CTV (TXDOT)
FIBER OPTIC AT&T (TXDOT)
FIBER OPTIC AT&T (TXDOT)
FIBER OPTIC ZAYO (TXDOT)
FIBER OPTIC ZAYO (TXDOT)
FIBER OPTIC GCEC (TXDOT)
FIBER OPTIC GCEC (TXDOT)
FIBER OPTIC SUDDENLINK (TXDOT)
FIBER OPTIC SUDDENLINK (TXDOT)
FIBER OPTIC GRANDE (TXDOT)
FIBER OPTIC GRANDE (TXDOT)
FIBER OPTIC COSERV (TXDOT)
FIBER OPTIC COSERV (TXDOT)
TELEPHONE AT&T (TXDOT)
TELEPHONE AT&T (TXDOT)
TELEPHONE COSERV (TXDOT)
TELEPHONE COSERV (TXDOT)
EXISTING WATER MAIN (SURVEY)
CITY OF CELINA WATER (TXDOT)
CITY OF MCKINNEY WATER (TXDOT)
CITY OF CELINA WW (TXDOT)
CITY OF CELINA WW (TXDOT)
CITY OF CELINA WW (TXDOT)
CITY OF CELINA FM (TXDOT)
CITY OF CELINA FM (TXDOT)
COSERV GAS (TXDOT)
COSERV GAS (TXDOT)
ATMOS PIPELINE (TXDOT)
ATMOS PIPELINE (TXDOT)
SUDDENLINK CTV (TXDOT)
SUDDENLINK CTV (TXDOT)
EXISTING TREE (SURVEY)
CONTROL POINT (TXDOT)
PROPERTY LINE (SURVEY)
CUT AND PLUG EXISTING WATER
S
IRRIGATION VAULT (SURVEY)
IRRIGATION BOX (SURVEY)
Page 38
Item 6.
Page 39
Item 6.
Page 40
Item 6.
Page 41
Item 6.
Page 42
Item 6.
Page 43
Item 6.
Page 44
Item 6.
Page 45
Item 6.
GATE
P C PTFH
WM
BARBWIRE FENCE
WV
WV
WV
1 2 " P VC P ER RECORDSWM
N78°09'45.8"E
N43°13'10.1"E
N88°32'39.2"E
44.57
29.35
314.02
BLUE STAR LAND, LP
D20170711000905730
D.R.C.C.T.
149.997 ACRES
PROPOSED WATER EASEMENT
PARCEL 1 PT 105+12.16105+00
PC 104+55.24PT 102+93.44PC 101+29.71WM
1+00 2+00 3+00 4+00 5+00
710 710
715 715
720 720
725 725
730 730
735 735
740 740
745 745
729.05TOP 727.62TOP 728.90TOP 730.18TOP 729.54TOP -2.50%
+1.28%
-1.28%BEGIN TO STA 5+50FM 1461 WATERLINE PLAN & PROFILECIVILANCKLGKLGBCFWL-1
19(FIELD VERIFY)PROP TOP=729.00EX TOP=729.00 +/-CONNECT TO EX 12" WLSTA. 1+00.001-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 1+20.00PVI EL=730.50PVI STA. 4+25.39PVI EL=727.25PVI STA. 1+72.65 BE PROTECTED DURING CONSTRUCTION
SHELTER ARE TO REMAIN AND STEPS TO
11. CONCRETE STEPS AND STORM
1-2" CAV ASSEMBLYINSTALL:PVI STA. 4+25.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 1.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 1.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 1.dgnProject:1461_WL - Plan 1Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets WL-1
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced 480
Non-Reimbursable Length of Existing Line 0
Total Length of Existing Line 480
1+00
2+00
3+00
4+00 5+00
RSCJ 1973-01-018 STA. 105+03.93MATCHLINE WL STA. 5+50 =7.5'E=2493357.78
N=7147518.11
CUT AND PLUG EX 12" WL (N)
CONNECT TO EX 12" WL
1-12" GV (E)
1-12"x12" TEE
INSTALL:
BEGIN 12" WL
STA. 100+76.34
RSCJ 1973-01-018
STA. 1+00.00 =
E=2493421.51
N=7147548.64
1-12"x45° BEND
INSTALL:
Δ 45°19'29"
STA. 101+40.33
RSCJ 1973-01-018
STA. 1+73.11 =
E=2493735.47
N=7147556.61
JOINT
DEFLECT 3 PIPE
Δ 5°08'05"
STA. 104+52.76
RSCJ 1973-01-018
STA. 4+87.18 =
E=2493401.41
N=7147527.26
1-12"x45° BEND
INSTALL:
Δ 34°56'36"
STA. 101+20.10
RSCJ 1973-01-018
STA. 1+43.78 =
PROP 12" WL
E=2493375.69
N=7147530.52
LOCATION:
FIRE HYDRANT
E=2493377.36
N=7147522.21
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 100+96.38
RSCJ 1973-01-018
STA. 1+20.00 =
PROPOSED ROW
E=2493668.46
N=7147554.91
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 103+85.69
RSCJ 1973-01-018
STA. 4+20.00 =7.5'CONSTRUCTION
BY OTHERS DURING
TEMPORARILY RELOCATED
GUY WIRE TO BE THIS SHEET
SEE NOTE 11 P.R.C.C.T.PAGE 430VOLUME 2021PERM ESMTPROP 15'FUTURE EOP
E=2493673.41
N=7147555.04
1-2" CAV ASSEMBLY
INSTALL:
STA. 103+90.74
RSCJ 1973-01-018
STA. 4+25.00 =
VOLUME 4029, PAGE 1820
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 1+08.91
(FIELD VERIFY)
EXISTING FIBER
STA. 1+10.76
(FIELD VERIFY)
EXISTING FIBER
STA. 1+13.66PRESTON RDFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
Page 46
Item 6.
GATE
BRICK COLUMNPT109+50.31PC 108+83.49
BARBWIRE FENCE
BARBWIRE FENCEWROUGHT IRON FENCE
N81°47'01.6"E
N88°52'15.2"E
N43°52'15.2"E
N88°52'14.1"E
N89°15'29.9"E
159.48
223.94
19.80
67.13
82.52
BLUE STAR LAND, LP
D20170711000905730
D.R.C.C.T.
149.997 ACRES
PROPOSED WATER EASEMENT
PARCEL 1 PC 108+83.49PT 105+12.16105+00
PT 109+50.31 6+00 7+00 8+00 9+00 10+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
728.26TOP 726.98TOP 725.14TOP 721.95TOP 718.76TOP -1.28%
-3
.20%ANCKLGKLGBCFWL-2 STA 5+50 TO STA 10+00FM 1461 WATERLINE PLAN & PROFILECIVIL20PVI EL=726.08PVI STA. 7+71.161-FH ASSEMBLY (N)1-12" GV (N)1-12"x6" TEEINSTALL:STA. 5+60.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 2.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 2.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 2.dgnProject:1461_WL - Plan 2Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-2
450
0
450
6+00
7+00
8+00
9+00 10+00
RSCJ 1973-01-018 STA. 105+03.93MATCHLINE WL STA. 5+50 STA. 109+59.651973-01-018RSCJ MATCHLINE WL STA. 10+00 =E=2493893.81
N=7147574.91
JOINT
DEFLECT 3 PIPE
Δ 5°27'46"
STA. 106+11.61
RSCJ 1973-01-018
STA. 6+46.61 =
E=2493804.91
N=7147590.02
LOCATION:
FIRE HYDRANT
E=2493806.30
N=7147564.80
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 105+25.69
RSCJ 1973-01-018
STA. 5+60.00 =
PROP 12" WLP.R.C.C.T.PAGE 430VOLUME 2021PERM ESMTPROP 15' PROPOSED ROW GRAVEL DRIVEWAY
REPLACE 27 SY
E=2494117.16
N=7147583.82
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 108+35.55
RSCJ 1973-01-018
STA. 8+70.56 =
FUTURE EOP
SIDEWALK
4" CONCRETE
REPLACE 43 SY
VOLUME 4029, PAGE 1820
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2494130.89
N=7147598.09
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 108+49.55
RSCJ 1973-01-018
STA. 8+90.36 =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA 8+85.78
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
Page 47
Item 6.
SIDEWALK
BRICK COLUMNBRICK COLUMNFLFL
TOPTOP
SV X2
SVSSCBS
WM
WM
SS
SV X2S
SCB
S
SCB X2
S
S
S
SCB X2
S
SS
SV S SCBS
CELM 6-12
S SCBS
CELM 6-12
LANDSCAPE AREA
CELM 6-12
OAK 6-12
CELM 6-12
CELM 6-12
SV X2
OAK 6-12
OAK 6-12OAK 6-12 OAK 6-12
WROUGHT IRON FENCE
WROUGHT IRON FENCE
N89°15'29.9"E
N84°57'05.2"E
N89°15'11.6"E
N89°30'53.5"E
40.11
239.45
218.78
FRONTIER
ESTATES
PHASE 2
VOL. 2021, PG. 430
D.R.C.C.T.
110+00
112+78.43
10+00 11+00 12+00 13+00 14+00
695 695
700 700
705 705
710 710
715 715
720 720
725 725
730 730
TOP 718.72715.83TOP TOP 715.08714.31TOP TOP 713.31-3
.20%
-0.77%-21.23%
+0.18%
+21.03%
+2.21%ANCKLGKLGBCFWL-3 STA 10+00 TO STA 14+50FM 1461 WATERLINE PLAN & PROFILECIVIL211-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 10+50.00PVI EL=714.31PVI STA. 13+00.81TOC=710.17STA. 13+35.002-12" GV (E,S)1-12"x12" TEEINSTALL:STA. 14+20.51EL=710.25STA. 13+70.00PVI EL=715.95PVI STA. 10+87.52PVI EL=709.00PVI STA. 13+25.00PVI EL=709.79PVI STA. 13+80.82PVI EL=713.31PVI STA. 14+00.82SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 3.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 3.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 3.dgnProject:1461_WL - Plan 3Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
3.25'(AWWA C900 DR-18) BY OPEN CUT
80 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY BORE
35 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
335 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-3
450
0
450
10+00
11+00 12+00 13+00 14+00
STA. 114+09.981973-01-018RSCJ MATCHLINE WL STA. 14+50 = STA. 109+59.651973-01-018RSCJ MATCHLINE WL STA. 10+00 =PROPOSED ROW
PROP 12" WL
TXDOT CULVERT 1
FUTURE PROP. FLOWSIDEWALK
CONCRETE
REPLACE 46 SY
PAVEMENT
6" CONCRETE
REPLACE 30 SY
AND BE PROTECTED IN PLACE
MONUMENT IS TO REMAIN
FOR CONNECTION
SOUTH TO SHUT OFF
EXISTING VALVE 180'14'FUTURE EOP
E=2494280.51
N=7147600.48
DEFELCT 2 PIPE JOINTS
Δ 4°18'36"
STA. 110+02.56
RSCJ 1973-01-018
STA. 10+40.81 =
E=2494320.47
N=7147604.01
DEFELCT 2 PIPE JOINTS
Δ 4°18'36"
STA. 110+02.56
RSCJ 1973-01-018
STA. 10+80.92 =VOLUME 4029, PAGE 1820
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2494290.21
N=7147604.93
LOCATION:
FIRE HYDRANT
E=2494290.50
N=7147601.36
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 110+09.66
RSCJ 1973-01-018
STA. 10+50.00 =
E=2494575.33
N=7147607.26
BEGIN 24" CASING
STA. 112+94.97
RSCJ 1973-01-018
STA. 13+35.00 =
E=2494610.33
N=7147607.56
END 24" CASING
STA. 113+29.97
RSCJ 1973-01-018
STA. 13+70.00 =
CASING BY BORE
PROP 35 LF 24" STEEL
E=2494660.03
N=7147607.98
10 LF 12" PVC WL
1-12" GV (S)
1-12" GV (E)
1-12"x12" TEE
INSTALL:
LINE
EXISTING 12" WATER
CONNECT TO
STA. 113+68.45
RSCJ 1973-01-018
STA. 14+20.51=
FL=713.48
EX. 5'x3' RCB
PROP TXDOT CULVERT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING 12" WATER
STA 14+20.51
FM 1461/FRONTIER PKWY SANTA FE TRAILREASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT AND CONFLICT
WITH FUTURE STORM PIPE, INLETS,
AND FUTURE BACK OF CURB.
Page 48
Item 6.
SIDEWALK
BRICK COLUMNBRICK COLUMNBRICK COLUMNBRICK COLUMNBRICK COLUMNLANDSCAPE AREA
FH
SCB
OAK 6-10
OAK 6-10
S
SCB X2
S
SV X 2
ELM 6-12 ELM 6-15
725.8 SV
ELM 6-12 ELM 6-12
726.2 OAK 6-10
727.3
S
OAK 6-10
727.7
OAK 6-10
728.2
OAK 6-10
728.6
SCB
N86°38'52.4"E
N89°30'50.0"E
100.00
320.51
FRONTIER
ESTATES
PHASE 2
VOL. 2021, PG. 430
D.R.C.C.T.
115+00
MATCHLINE STA. 19+00.0000 15+00 16+00 17+00 18+00 19+00
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
TOP 715.5217.35TOP 7TOP 718.50TOP 719.68TOP 720.82+2.21%
+1.16%ANCKLGKLGBCFWL-4 STA 14+50 TO STA 19+00FM 1461 WATERLINE PLAN & PROFILECIVIL221-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 15+25.00PVI EL=716.95PVI STA. 15+65.55SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 4.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 4.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 4.dgnProject:1461_WL - Plan 4Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-4
450
0
450
15+00
16+00
17+00 18+00 19+00
RSCJ 1973-01-018 STA. 114+09.98MATCHLINE WL STA. 14+50 = STA. 118+59.841973-01-018RSCJ MATCHLINE WL STA. 19+00 =E=2494766.64
N=7147608.09
LOCATION:
FIRE HYDRANT
E=2494766.72
N=7147608.87
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 114+84.97
RSCJ 1973-01-018
STA. 15+25.00 =
PROP 12" WL
PAVEMENT
6" CONCRETE
REPLACE 30 SY
PROPOSED ROW 14'FUTURE EOP
VOLUME 4029, PAGE 1820
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2494778.76
N=7147608.66
DEFLECT 2 PIPE JOINTS
Δ 2°52'12"
STA. 114+98.26
RSCJ 1973-01-018
STA. 15+38.28 =
E=2494878.49
N=7147614.83
DEFLECT 2 PIPE JOINTS
Δ 2°51'58"
STA. 115+98.13
RSCJ 1973-01-018
STA. 16+38.28 =
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY SANTA FE TRAILREASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT AND CONFLICT
WITH FUTURE STORM PIPE, INLETS,
AND FUTURE BACK OF CURB.
Page 49
Item 6.
BRICK COLUMNBRICK COLUMNBRICK COLUMNBRICK COLUMNBRICK COLUMNGONE
OAK 6-10
728.3 S
SCB
SV
CELM 6-12
730.5
CELM 6-12
732.3
SV X3
CELM 6-12
733.3
CELM 6-12
733.4
CELM 6-12
733.4
SSCB
FH
TBOX
PLUM 2-8
SV X3
PLUM 2-8
ELM 6-12
ELM 6-12CRAPE-6734.6
ELM 6-12 ELM 6-12
N89°10'26.7"E
N86°25'07.9"E
193.91
183.58
FRONTIER
ESTATES
PHASE 2
VOL. 2021, PG. 430
D.R.C.C.T. PC 122+74.43PC 121+12.66120+00119+18.38
19+00 20+00 21+00 22+00 23+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
TOP 720.82TOP 723.05TOP 725.36TOP 727.12727.36TOP +2.30%
+0.25%
+1.16%
-2.37%ANCKLGKLGBCFWL-5 STA 19+00 TO STA 23+50FM 1461 WATERLINE PLAN & PROFILECIVIL231-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 20+25.00PVI EL=720.93PVI STA. 19+08.90PVI EL=727.05PVI STA. 21+74.25PVI EL=727.48PVI STA. 23+45.20SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 5.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 5.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 5.dgnProject:1461_WL - Plan 5Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-5
450
0
450
19+00 20+00 21+00
22+00
23+00
RSCJ 1973-01-018 STA. 118+59.84MATCHLINE WL STA. 19+00 =RSCJ 1973-01-018 STA. 123+06.45MATCHLINE WL STA. 23+50 =E=2495576.10
N=7147631.81
WATER LINE
BEGIN 8" BYPASS
CUT AND PLUG
DEFLECT 2 PIPE JOINTS
Δ 2°51'47"
STA. 122+96.58
RSCJ 1973-01-018
STA. 23+37.14 =
PROP 12" WL46ft-1.11tn to EX EOPEXISTING WATER LINE
PLUG AND ABANDON
PROPOSED ROW14'FUTURE EOP
VOLUME 4029, PAGE 1820
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2495264.35
N=7147627.26
LOCATION:
FIRE HYDRANT
E=2495265.24
N=7147618.51
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 119+84.51
RSCJ 1973-01-018
STA. 20+25.00 =
E=2495392.88
N=7147620.35
DEFLECT 2 PIPE JOINTS
Δ 2°45'19"
STA. 121+12.19
RSCJ 1973-01-018
STA. 21+52.72 =
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT AND CONFLICT
WITH FUTURE STORM PIPE, INLETS,
AND FUTURE BACK OF CURB.
Page 50
Item 6.
SIDEWALK
BRICK COLUMNBRICK COLUMNGONE
TBOX
TBOX
CHN.BERRY 6-15
OAK 6-12
OAK 6-12
OAK 6-12
SV X2
OAK 6-12
SCV X2
OAK 6-12
PLUM 2-8
OAK 6-12
732.7
PLUM 2-8
OAK 6-12
PLUM 2-8
PLUM 2-8PLUM 2-8PLUM 2-8
PLUM 2-8
N89°16'54.8"E
610.80
V
V
V
V
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
125+00
PT 123+41.05 24+00 25+00 26+00 27+00 28+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
TOP 726.17TOP 723.80TOP 721.44TOP 719.07TOP 718.11-2.37%
+0.25%ANCKLGKLGBCFWL-6 STA 23+50 TO STA 28+00FM 1461 WATERLINE PLAN & PROFILECIVIL24PVI EL=717.98PVI STA. 27+46.941-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 23+70.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 6.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 6.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 6.dgnProject:1461_WL - Plan 6Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE 6' MIN COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-6
450
0
450
24+00 25+00
26+00 27+00 28+00
RSCJ 1973-01-018 STA. 127+59.21MATCHLINE WL STA. 28+00 =RSCJ 1973-01-018 STA. 123+06.45MATCHLINE WL STA. 23+50 =E=2495608.86
N=71476237.08
LOCATION:
FIRE HYDRANT
E=2495608.94
N=7147632.21
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 123+28.78
RSCJ 1973-01-018
STA. 23+70.00 =
PROP 12" WL
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 450
PROPOSED ROW1
1.75'FUTURE EOP
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
WATERLINE EASEMENT
EXISTING ROW
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 25+75.95
(FIELD VERIFY)
EXISTING TELE
STA. 25+86.08
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
Page 51
Item 6.
TBOX
TBOX
TBOX
TBOX
SV X2
N89°16'54.8"E
294.59
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
130+00
28+00 29+00 30+00 31+00 32+00
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
TOP 718.11TOP 718.36TOP 718.60TOP 718.85TOP 719.10+0.25%ANCKLGKLGBCFWL-7 STA 28+00 TO STA 32+50FM 1461 WATERLINE PLAN & PROFILECIVIL25TOC=718.62STA. 28+05.001-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 30+45.00TOC=718.67STA. 28+25.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 7.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 7.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 7.dgnProject:1461_WL - Plan 7Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
2.2'(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-7
450
0
450
28+00 29+00 30+00 31+00 32+00
RSCJ 1973-01-018 STA. 132+09.56 MATCHLINE WL STA. 32+50 =RSCJ 1973-01-018 STA. 127+59.21MATCHLINE WL STA. 28+00 =E=2496043.95
N=7147637.66
BEGIN 24" CASING
STA. 127+64.40
RSCJ 1973-01-018
STA. 28+05.00 =
E=2496062.83
N=7147637.92
END 24" CASING
STA. 127+84.40
RSCJ 1973-01-018
STA. 28+25.00 =
TXDOT CULVERT 2
FUTURE PROP.
E=2496286.92
N=7147634.61
LOCATION:
FIRE HYDRANT
E=2496286.24
N=7147640.72
1-FH ASSEMBLY
1-12" GV (W)
1-12"x6" TEE
INSTALL:
STA. 130+04.40
RSCJ 1973-01-018
STA. 30+45.00 =
PROP 12" WL
FLOWCASING BY OPEN CUT
PROP 20 LF 24" STEEL
PROPOSED ROW
FUTURE EOP
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
FL=721.50
PROP. 36" RCP
PROP. TXDOT CULVERT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING ELEC
STA. 28+55.20
(FIELD VERIFY)
EXISTING TELE
STA. 28+57.11 (FIELD VERIFY)
EXISTING ELEC
STA. 30+76.62(FIELD VERIFY)
EXISTING FIBER
STA. 29+57.74
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
Page 52
Item 6.
PLASTIC FENCE
TBOX
TEL.PANEL
7
2
3.7
3
TBOX
FH
S
SCB
TBOX
WM
WM X2
SV X2
N89°37'46.1"E
138.18
V
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
135+00
33+00 34+00 35+00 36+00 37+00
695 695
700 700
705 705
710 710
715 715
720 720
725 725
730 730
TOP 719.79TOP 720.39TOP 719.93TOP 713.51TOP 715.45+0.10%
+19.81%
+1.10%
-0.46%
-7.90%ANCKLGKLGBCFWL-8 STA 32+50 TO STA 37+00FM 1461 WATERLINE PLAN & PROFILECIVIL26PVI EL=719.89PVI STA. 35+09.85PVI EL=713.50PVI STA. 35+89.84PVI EL=713.60PVI STA. 36+89.84TOC=713.53STA. 36+20.00TOC=713.58STA. 36+70.001-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 34+00.001-8" GV (S)1-12"x8" TEEINSTALL:STA. 33+51.43PVI EL=719.24PVI STA. 32+50.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 8.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 8.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 8.dgnProject:1461_WL - Plan 8Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
2.4'6' MIN. COVER(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-8
450
0
450
33+00
34+00
35+00 36+00 37+00
RSCJ 1973-01-018 STA. 136+59.38MATCHLINE WL STA. 37+00 =RSCJ 1973-01-018 STA. 132+09.56MATCHLINE WL STA. 32+50 =TXDOT CULVERT 3
FUTURE PROP.
PROP 12" WL
FLOWE=2496591.18
N=7147643.87
10 LF 8" PVC WL
1-8" GV (S)
1-12"x8" TEE
INSTALL:
WATER LINE
EXISTING 8"
CONNECT TO
STA. 133+10.82
RSCJ 1973-01-018
STA. 33+52.27 =39'4.9' to PPPROTECTED IN PLACE
TO REMAIN AND BE
STONE PILLAR IS
CONCRETE PAVEMENT
REPLACE 63 SY 6"
FUTURE EOP
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2496638.96
N=7147640.15
LOCATION:
FIRE HYDRANT
E=2496638.89
N=7147644.12
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 133+59.39
RSCJ 1973-01-018
STA. 34+00.00 =
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 450
E=2496858.88
N=7147645.35
BEGIN 24" CASING
STA. 135+79.39
RSCJ 1973-01-018
STA. 36+20.00 =
E=2496911.22
N=7147645.61
END 24" CASING
STA. 136+29.39
RSCJ 1973-01-018
STA. 36+70.00 =
CASING BY OPEN CUT
PROP 50 LF 24" STEEL
FL=717.27
PROP. 10'x5' RCB
PROP. TXDOT CULVERT 3
(FIELD VERIFY)
EXISTING ELEC
STA. 32+69.12
�PROP WATER
EX GROUND AT
(FIELD VERIFY)
EXISTING ELEC
STA. 35+58.65
(FIELD VERIFY)
EXISTING TELE
STA. 36+57.77
(FIELD VERIFY)
EXISTING TELE
STA. 36+60.08
(FIELD VERIFY)
EXISTING 8" WATER
STA. 33+51.43
EXISTING 12" WATER
(FIELD VERIFY)
EXISTING GAS
STA. 33+69.17HIGHLAND MEADOWS DRFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
CONFLICT WITH FUTURE STORM
CULVERT.
Page 53
Item 6.
PLASTIC FENCE
TBOX S
SCB
S
SCB
CATV
S
S
S
SCB
WM
S
SCB X2 TOPS
SCB X2TOP
TOP
N89°41'35.0"E
858.11
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
140+00
37+00 38+00 39+00 40+00 41+00
695 695
700 700
705 705
710 710
715 715
720 720
725 725
730 730
TOP 715.61TOP 717.36TOP 717.46TOP 717.56TOP 717.76+19.81%+0.10%
+0.65%ANCKLGKLGBCFWL-9 STA 37+00 TO STA 41+50FM 1461 WATERLINE PLAN & PROFILECIVIL27PVI EL=717.65PVI STA. 40+83.201-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 41+20.00PVI EL=717.27PVI STA. 37+09.221-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 37+40.001-8" GV (S)1-12"x8" TEEINSTALL:STA. 41+09.19SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 9.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 9.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 9.dgnProject:1461_WL - Plan 9Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-9
450
0
450
37+00 38+00 39+00 40+00 41+00
RSCJ 1973-01-018 STA. 136+59.38MATCHLINE WL STA. 37+00 =RSCJ 1973-01-018 STA. 141+09.79MATCHLINE WL STA. 41+50 =PROP 12" WL
PROPOSED ROW
E=2497348.07
N=7147647.96
10 LF 8" PVC WL
1-8" GV (S)
1-12"x8" TEE
INSTALL:
WATER LINE
EXISTING 8"
CONNECT TO
STA. 140+67.72
RSCJ 1973-01-018
STA. 41+09.19 =
FOR CONNECTION
SOUTH TO SHUT OFF
EXISTING VALVE 153'
FUTURE EOP
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2496978.87
N=7147643.94
LOCATION:
FIRE HYDRANT
E=2496978.88
N=7147645.99
1-FH ASSEMBLY
1-12" GV (S)
1-12"x6" TEE
INSTALL:
STA. 136+99.38
RSCJ 1973-01-018
STA. 37+40.00 =
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 450
E=2497358.87
N=7147644.73
LOCATION:
FIRE HYDRANT
E=2497358.87
N=7147648.02
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 140+79.38
RSCJ 1973-01-018
STA. 41+20.00 =
P.R.C.C.T.
CABINET P, PAGE 91
DRAINAGE EASEMENT
41' ACCESS, UTILITY &
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING ELEC
STA. 40+78.26
(FIELD VERIFY)
EXISTING WATER
STA. 41+09.19
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
Page 54
Item 6.
TBOX FH
WM
S
SCB
N89°32'11.2"E
387.03
VV
V
V V V
BLOCK A, HIGHLAND
MEADOWS
PHASE 3, 50.066 ACRES
CABINET P, SLIDE 91
D.R.C.C.T.
145+00142+60.22
42+00 43+00 44+00 45+00 46+00
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
TOP 718.41TOP 719.06TOP 719.70TOP 719.34TOP 718.11+0.65%-1.22%ANCKLGKLGBCFWL-10 STA 41+50 TO STA 46+00FM 1461 WATERLINE PLAN & PROFILECIVIL28PVI EL=720.00PVI STA. 44+46.571-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 44+70.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 10.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 10.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 10.dgnProject:1461_WL - Plan 10Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERVERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-10
450
0
450
42+00 43+00 44+00 45+00 46+00
RSCJ 1973-01-018 STA. 145+59.62MATCHLINE WL STA. 46+00 =RSCJ 1973-01-018 STA. 141+09.79MATCHLINE WL STA. 41+50 =PROPOSED ROW
PROP 12" WL
CONSTRUCTION
AND PROTECTED DURING
EXISTING PP TO BE BRACED
FUTURE EOP
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 450
E=2497708.91
N=7147649.29
LOCATION:
FIRE HYDRANT
E=2497708.86
N=7147650.53
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 144+29.87
RSCJ 1973-01-018
STA. 44+70.00 =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 45+90.94
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
Page 55
Item 6.
WM
SSCB
FH
TBOX
WMS44°32'02.1"E
N89°46'01.6"E
28.39
459.39
PROPOSED WATER EASEMENT
PARCEL 3
PROPOSED WATER EASEMENT
PARCEL 3
CHRISTIAN CHAPEL ASSEMBLY
OF GOD CHURCH D20050077491
D.R.C.C.T.
2.549 ACRES
CHRISTIAN CHAPEL ASSEMBLY
OF GOD CHURCH D20050077491
D.R.C.C.T.
2.549 ACRES
150+00
WM
46+00 47+00 48+00 49+00 50+00
695 695
700 700
705 705
710 710
715 715
720 720
725 725
730 730
TOP 718.11TOP 716.89TOP 715.66TOP 714.44TOP 713.22-1.22%ANCKLGKLGBCFWL-11 STA 46+00 TO STA 50+50FM 1461 WATERLINE PLAN & PROFILECIVIL29TOC=714.10STA. 49+70.00TOC=716.54STA. 47+70.001-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 47+30.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 11.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 11.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 11.dgnProject:1461_WL - Plan 11Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY BORE
200 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
170 LF 12" PVC WATER LINE
6' MIN. COVER80
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-11
441
0
441
46+00
47+00 48+00 49+00 50+00
RSCJ 1973-01-018 STA. 150+01.31MATCHLINE WL STA. 50+50 =RSCJ 1973-01-018 STA. 145+59.62MATCHLINE WL STA. 46+00 =E=2497884.63
N=7147631.54
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 146+04.71
RSCJ 1973-01-018
STA. 46+54.25 =
E=2497864.71
N=7147651.78
1-12"x45° BEND
INSTALL:
WATER LINE
END 8" BYPASS
Δ 45°00'00"
STA. 145+84.84
RSCJ 1973-01-018
STA. 46+25.85 =
PROP 12" WL
7.5'E=2497960.37
N=7147638.08
LOCATION:
FIRE HYDRANT
E=2497960.38
N=7147631.86
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 146+81.30
RSCJ 1973-01-018
STA. 47+30.00 =
EXISTING WATER LINE
PLUG AND ABANDON
PROPOSED ROW
FUTURE EOP
TRENCH SEE NOTE 3 THIS SHEET
12" EXISTING WATER IN SAME
REMOVE AND REPLACE 25 LF
VOLUME 4029, PAGE 1813
TOWN OF PROSPER
15' WATERLINE EASEMENTEXISTING ROW
E=2497990.38
N=7147631.98
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 147+11.31
RSCJ 1973-01-018
STA. 47+60.00 =
E=2498000.38
N=7147632.01
BEGIN 24" CASING
STA. 147+21.30
RSCJ 1973-01-018
STA. 47+70.00 =
CASING BY BORE
PROP 200 LF 24" STEEL
E=2498200.38
N=7147632.83
END 24" CASING
STA. 149+21.31
RSCJ 1973-01-018
STA. 49+70.00 =
D.R.C.C.T.
NO. D20050077491
15' WATER EASEMENT
(FIELD VERIFY)
EXISTING ELEC
STA. 46+91.72
PROP WATER �
EX GROUND AT
EXISTING 12" WATER
(FIELD VERIFY)
EXISTING GAS
STA. 46+33.29
FM 1461/FRONTIER PKWY PRIVATEDRIVEWAYREASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT AND CONFLICT
WITH FUTURE STORM PIPE, INLETS,
AND FUTURE BACK OF CURB.
Page 56
Item 6.
PC 154+12.75FL
FL
FL
FLFLFLTOP
TOP
TOP
TOPTOPTOPFH
WVED=3'S45°35'41.7"E
N89°46'01.6"E
N44°46'01.6"E
N89°46'00.9"E
55.39
154.82
68.47
147.22
V
RANDY L. WHITE
D20220405000550300
D.R.C.C.T.
10.0 ACRESCONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 4 PC 154+12.75150+00
51+00 52+00 53+00 54+00 55+00
690 690
695 695
700 700
705 705
710 710
715 715
720 720
725 725
TOP 712.00TOP 709.57TOP 707.01TOP 706.32TOP 706.22-1.22%
-2
.56%
-0.10%ANCKLGKLGBCFWL-12 STA 50+50 TO STA 55+00FM 1461 WATERLINE PLAN & PROFILECIVIL30PVI EL=711.89PVI STA. 51+08.491-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 51+20.00TOC=708.55STA. 53+19.00TOC=709.07STA. 51+89.002-12" GV (S,E)1-12"x12" TEEINSTALL:STA. 51+77.96PVI EL=706.40PVI STA. 53+23.84SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 12.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 12.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 12.dgnProject:1461_WL - Plan 12Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
186 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY BORE
124 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
140 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-12
53
426
479
51+00
52+00 53+00
54+00 55+00
RSCJ 1973-01-018 STA. 154+114.52MATCHLINE WL STA. 55+00 =RSCJ 1973-01-018 STA. 150+01.31MATCHLINE WL STA. 50+50 =ROW
PROPOSED
E=2498538.26
N=7147595.27
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 152+63.97
RSCJ 1973-01-018
STA. 53+23.84 =
E=2498358.56
N=7147639.14
LOCATION:
FIRE HYDRANT
E=2498348.56
N=7147628.96
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 150+51.31
RSCJ 1973-01-018
STA. 51+20.00 =
E=2498404.59
N=7147594.74
BEGIN 24" CASING
STA. 151+24.18
RSCJ 1973-01-018
STA. 51+90.00 =
E=2498528.57
N=7147595.24
END 24" CASING
STA. 152+54.19
RSCJ 1973-01-018
STA. 53+14.00 =
E=2498586.66
N=7147643.92
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 153+05.43
RSCJ 1973-01-018
STA. 53+92.32 =
PROP 12" WL
7.5'PROPOSED ROW
CASING BY BORE
130 LF 24" STEEL
E=2498730.11
N=7147594.84
WATER
CUT AND PLUG EX. 12"
1-12"x90° BEND
INSTALL:
CONNECT TO EX 12" WL
STA. 151+50.04
RSCJ 1973-01-018
STA. 52+15.56, 33.77' RT =
E=2498418.75
N=7147594.80
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 151+38.67
RSCJ 1973-01-018
STA. 52+04.19, 33.77' RT =3.7' to PPE=2498393.22
N=7147594.69
2-12" GV (S,E)
1-12"x12" TEE
INSTALL:
STA. 151+13.15
RSCJ 1973-01-018
STA. 51+78.67 =
EASEMENT
CONSTRUCTION
TEMPORARY
FOR CONNECTION
SOUTH TO SHUT OFF
EXISTING VALVE 173'
FUTURE EOP
EXISTING WATER LINE
PRIOR TO CUTTING AND PLUGGING
WITH TOWN OF PROSPER PUBLIC WORKS
CONTRACTOR SHALL COORDINATE
O.P.R.C.C.T.
VOLUME 4029, PAGE 1813
WATERLINE EASEMENT
EXISTING ROW
EXISTING ROW
E=2498344.01
N=7147633.41
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 150+63.80
RSCJ 1973-01-018
STA. 51+13.64 =
E=2498383.58
N=7147594.65
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 150+98.72
RSCJ 1973-01-018
STA. 51+69.02 =
E=2498381.93
N=7147594.65
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 151+13.15, 129.63' RT
RSCJ 1973-01-018
STA. 51+78.67, 8.21' RT =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING FOC
STA. 51+96.69
(FIELD VERIFY)
EXISTING GAS
STA. 53+36.94
(FIELD VERIFY)
EXISTING TELE
STA. 52+10.41
(FIELD VERIFY)
EXISTING WL
STA. 52+00.89
(FIELD VERIFY)
EXISTING TELE
STA. 53+19.76
(FIELD VERIFY)
EXISTING WATER
STA. 53+32.96
(FIELD VERIFY)
EXISTING GAS
STA. 51+04.61
(FIELD VERIFY)
EXISTING GAS
STA. 51+56.62 N COIT RDFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT AND
CONFLICT WITH FUTURE STORM
PIPE, INLETS, AND FUTURE BACK
OF CURB.
Page 57
Item 6.
BARBWIRE FENCE
PIPE FENCE
WIRE FENCEPT 158+24.62PC 154+12.75WM
S87°27'02.0"E
59.95
RANDY L. WHITE
D20220405000550300
D.R.C.C.T.
10.0 ACRES
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 4 CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 4
R.L.WHITE LIVING TRUST
D20150706000823560
D.R.C.C.T.
134.44 ACRESPT 158+24.62PC 156+68.97PT 155+68.97155+00
WM
55+00 56+00 57+00 58+00 59+00
680 680
685 685
690 690
695 695
700 700
705 705
710 710
715 715
TOP 707.22TOP 706.12TOP 706.02TOP 705.92TOP 695.29-0.10%-13.8
0
%ANCKLGKLGBCFWL-13 STA 55+00 TO STA 59+50FM 1461 WATERLINE PLAN & PROFILECIVIL311-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 56+50.00EL=706.11DEFLECT 3 PIPE JOINTSΔ 4°41'6"BEGIN DIRECTIONAL DRILLINGSTA. 58+02.98CLSM COLLARSTA. 57+62.98SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 13.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 13.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 13.dgnProject:1461_WL - Plan 13Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
8°(AWWA C900 DR-14) BY DIRECTIONAL DRILL
147 LF 12" FUSIBLE PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
303 LF 12" PVC WATER LINE
6' MIN. COVERJOINTS
RESTRAINED
40 LF
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-13
213
450
237
55+00 56+00 57+00 58+00 59+00
RSCJ 1973-01-018 STA. 154+14.52MATCHLINE WL STA. 55+00 =RSCJ 1973-01-018 STA. 158+68.18MATCHLINE WL STA. 59+50 =PROP 12" WL
PRIVATE PONDPROPOSED ROW
E=2498915.74
N=7147642.29
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 156+41.40
RSCJ 1973-01-018
STA. 57+21.49 =
EASEMENT
CONSTRUCTION
TEMPORARY
FUTURE EOP
IN THIS AREA IS COMPLETE
AS PERMANENT FENCING AFTER CONSTRUCTION
FENCING DURING CONSTRUCTION AS WELL
RESETTING AND INSTALLING TEMPORARY
PROPERTY OWNER IS RESPONSIBLE FOR
E=2498997.22
N=7147642.60
DRILLING
BEGIN DIRECTIONAL
STA. 157+21.44
RSCJ 1973-01-018
STA. 58+02.98 =
EXISTING ROW
E=2498733.84
N=7147644.50
1-12"x22.5° BEND
INSTALL:
Δ 2°46'57"
STA. 154+63.46
RSCJ 1973-01-018
STA. 55+39.54 =
E=2498793.73
N=7147641.83
1-12"x22.5° BEND
INSTALL:
Δ 2°45'58"
STA. 156+13.76
RSCJ 1973-01-018
STA. 55+99.48 =
E=2498851.22
N=7147643.36
LOCATION:
FIRE HYDRANT
E=2498851.24
N=7147637.97
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 155+73.96
RSCJ 1973-01-018
STA. 56+50.00 =
PROP WATER �
EX GROUND AT
R=1000'
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
Page 58
Item 6.
PI
PE
F
ENCEPIPE FENCE
PIPE FENCEGATEFL FLFLFLFL FLTOP TOPTOPTOPTOP TOPFL
FLFH
TOP
WM TOPTBOX ATT
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 4
R.L.WHITE LIVING TRUST
D20150706000823560
D.R.C.C.T.
134.44 ACRES
160+00
WM
60+00 61+00 62+00 63+00 64+00
680 680
685 685
690 690
695 695
700 700
705 705
710 710
715 715
TOP 693.57TOP 694.53TOP 695.53TOP 696.53TOP 697.53+1.00%ANCKLGKLGBCFWL-14 STA 59+50 TO STA 64+00FM 1461 WATERLINE PLAN & PROFILECIVIL32PVI EL=693.28PVI STA. 59+74.68SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 14.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 14.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 14.dgnProject:1461_WL - Plan 14Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-14) BY DIRECTIONAL DRILL
450 LF 12" FUSIBLE PVC WATER LINE
8'Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-14
450
0
450
60+00 61+00 62+00 63+00 64+00
RSCJ 1973-01-018 STA. 158+68.18MATCHLINE WL STA. 59+50 =RSCJ 1973-01-018 STA. 163+18.19MATCHLINE WL STA. 64+00 =TXDOT CULVERT 4
FUTURE PROP.
PRIVATE POND
PROP 12" WL
FLOWPROPOSED ROW
E=2499256.46
N=7147634.58
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 159+76.45
RSCJ 1973-01-018
STA. 60+62.22 =
FUTURE EOP
FENCING PRIOR TO CONSTRUCTION
OWNER REGARDING TEMPORARY LIVESTOCK
TOWN OF PROSPER AND PROPERTY
CONTRACTOR TO COORDINATE WITH
EXISTING ROW
VOLUME 4029, PAGE 1810
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
FL=705.13
PROP. 2-10'x6' RCB
PROP. TXDOT CULVERT 4
R=1000'
(FIELD VERIFY)
EXISTING GAS
STA 61+49.26
FM 1461/FRONTIER PKWY
P
RI
V
A
T
E
D
RI
V
E
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
CONFLICT WITH FUTURE STORM
CULVERT. DISPLACEMENT FROM
EXISTING WATER EASEMENT.
Page 59
Item 6.
TBOX ATT
SV
N89°47'00.6"E
2437.89
JIANMING HE AND CYNTHIA ZHENG
D20100610000588740
D.R.C.C.T.
20.0 ACRESCONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 5
165+00
WM
64+00 65+00 66+00 67+00 68+00
685 685
690 690
695 695
700 700
705 705
710 710
715 715
720 720
TOP 697.53TOP 698.53TOP 704.61TOP 707.49TOP 707.00+1.00%
+11.36%-0.72%
-0.10%ANCKLGKLGBCFWL-15 STA 64+00 TO STA 68+50FM 1461 WATERLINE PLAN & PROFILECIVIL33EL=708.00DEFLECT 3 PIPE JOINTSΔ 3°56'46"END DIRECTIONAL DRILLINGSTA. 66+29.86EL=707.52STA. 67+70.00PVI EL=698.53PVI STA. 64+99.40EL=707.45STA. 68+45.001-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 66+75.00PVI EL=707.03PVI STA. 67+66.31CLSM COLLARSTA. 66+39.86SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 15.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 15.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 15.dgnProject:1461_WL - Plan 15Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N8°(AWWA C900 DR-18) BY BORE
75 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
170 LF 12" PVC WATER LINE
(AWWA C900 DR-14) BY DIRECTIONAL DRILL
205 LF 12" FUSIBLE PVC WATER LINE
6' MIN. COVERJOINTS
RESTRAINED
40 LF
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-15
450
0
450
64+00 65+00 66+00 67+00 68+00
RSCJ 1973-01-018 STA. 167+68.18MATCHLINE WL STA. 68+50 = SCJ 1973-01-018 STA. 163+18.19RMATCHLINE WL STA. 64+00 =PROPOSED ROW
E=2499824.10
N=7147645.72
DRILLING
END DIRECTIONAL
STA. 165+25.94
RSCJ 1973-01-018
STA. 66+29.86 =
PROP 12" WL
E=2499869.22
N=7147636.13
LOCATION:
FIRE HYDRANT
E=2499869.24
N=7147645.88
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 165+93.46
RSCJ 1973-01-018
STA. 66+75.00 =
EASEMENT
CONSTRUCTION
TEMPORARY
FUTURE EOP
E=2499944.15
N=7147646.18
AND SERVICE
1-1" WATER METER
INSTALL:
STA. 166+68.20
RSCJ 1973-01-018
STA. 67+50.00 =
EXISTING ROW
ENCASEMENT BY BORE
75 LF 24" STEEL
E=2499964.06
N=7147646.25
BEGIN 24" CASING
STA. 166+88.19
RSCJ 1973-01-018
STA. 67+70.00 =
E=2500039.06
N=7147646.54
END 24" CASING
STA. 167+63.20
RSCJ 1973-01-018
STA. 68+45.00 =
VOLUME 4029, PAGE 1810
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
R=1000'PRIVATE DRIVEFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 60
Item 6.
TBOX
HOLLY-5
HOLLY-5HOLLY-5
HOLLY-5
HOLLY-5
SV
WOOD FENCE POST
JIANMING HE AND CYNTHIA ZHENG
D20100610000588740
D.R.C.C.T.
20.0 ACRESCONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 5
170+00
69+00 70+00 71+00 72+00 73+00
685 685
690 690
695 695
700 700
705 705
710 710
715 715
720 720
TOP 706.90TOP 706.80TOP 706.70TOP 706.60TOP 706.50-0.10%ANCKLGKLGBCFWL-16 STA 68+50 TO STA 73+00FM 1461 WATERLINE PLAN & PROFILECIVIL341-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 71+40.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 16.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 16.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 16.dgnProject:1461_WL - Plan 16Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-16
450
0
450
69+00 70+00 71+00 72+00 73+00
SCJ 1973-01-018 STA. 167+68.18RMATCHLINE WL STA. 68+50 =RSCJ 1973-01-018 STA. 172+18.19MATCHLINE WL STA. 73+00 =E=2500334.28
N=7147644.84
LOCATION:
FIRE HYDRANT
E=2500334.23
N=7147647.65
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 170+58.19
RSCJ 1973-01-018
STA. 71+40.00 =
PROP 12" WL
PROPOSED ROW
EASEMENT
CONSTRUCTION
TEMPORARY
FUTURE EOP
EXISTING ROW
VOLUME 4029, PAGE 1817
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING TELE
STA 72+43.05
(FIELD VERIFY)
EXISTING ELEC
STA 72+00.18
(FIELD VERIFY)
EXISTING GAS
STA 68+73.81
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 61
Item 6.
FL FL
TOP TOP
WM
SV X3
TBOX
GATE SENSOR
WM
V
DA HOOD TRUST
D20060512000645050
D.R.C.C.T.
20.831 ACRES
175+00
WM
73+00 74+00 75+00 76+00 77+00
690 690
695 695
700 700
705 705
710 710
715 715
720 720
725 725
TOP 706.50TOP 706.40TOP 706.30TOP 706.20TOP 706.10-0.10%ANCKLGKLGBCFWL-17 STA 73+00 TO STA 77+50FM 1461 WATERLINE PLAN & PROFILECIVIL351-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 76+30.00TOC=706.45STA. 75+00.00TOC=706.23STA. 76+10.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 17.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 17.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 17.dgnProject:1461_WL - Plan 17Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
140 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY BORE
110 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
200 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-17
450
0
450
73+00
74+00
75+00 76+00 77+00
RSCJ 1973-01-018 STA. 176+68.18MATCHLINE WL STA. 77+50 =SCJ 1973-01-018 STA. 172+18.19RMATCHLINE WL STA. 73+00 =PROP 12" WL
E=2500824.24
N=7147647.38
LOCATION:
FIRE HYDRANT
E=2500824.23
N=7147649.50
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 175+48.20
RSCJ 1973-01-018
STA. 76+30.00 =
PROPOSED ROW
PRIVATE POND
E=2500804.23
N=7147649.43
END 24" CASING
STA. 175+28.20
RSCJ 1973-01-018
STA. 76+10.00 =
FUTURE EOP
EXISTING ROW
E=2500589.23
N=7147648.62
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 173+18.20
RSCJ 1973-01-018
STA. 73+90.00 =
E=2500694.23
N=7147649.01
BEGIN 24" CASING
STA. 174+18.20
RSCJ 1973-01-018
STA. 75+00.00 =
CASING BY BORE
PROP 110 LF 24" STEEL
VOLUME 4029, PAGE 1827
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING ELEC
STA 75+37.21PRIVATE DRIVEFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 62
Item 6.
WROUGHT IRON FENCE
TBOX SBC TBOX SBC
SV
N78°27'19.0"E
94.48
BLOCK C
GENTLE CREEK PHASE 2
CAB. K, SL. 476
P.R.C.C.T.
DA HOOD TRUST
D20060512000645050
D.R.C.C.T.
20.831 ACRES
180+00
78+00 79+00 80+00 81+00 82+00
690 690
695 695
700 700
705 705
710 710
715 715
720 720
725 725
TOP 705.71TOP 707.53TOP 709.34TOP 711.15TOP 712.96-0.10%
+1.67%ANCKLGKLGBCFWL-18 STA 77+50 TO STA 82+00FM 1461 WATERLINE PLAN & PROFILECIVIL36TOC=705.05STA. 78+15.00TOC=706.63STA. 77+90.00PVI EL=706.04PVI STA. 77+54.861-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 81+00.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 18.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 18.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 18.dgnProject:1461_WL - Plan 18Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
3.6'6' MIN. COVER(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-18
450
0
450
78+00 79+00 80+00
81+00
82+00
RSCJ 1973-01-018 STA. 181+07.06MATCHLINE WL STA. 82+00 =SCJ 1973-01-018 STA. 176+68.18RMATCHLINE WL STA. 77+50 =E=2501324.17
N=7147669.95
WATER LINE
BEGIN 8" BYPASS
1-12"x11.25° BEND
INSTALL:
Δ 11°19'42"
STA. 179+42.28
RSCJ 1973-01-018
STA. 80+35.22 =
TXDOT CULVERT 4A
FUTURE PROP.
PRIVATE POND
E=2501292.39
N=7147666.32
LOCATION:
FIRE HYDRANT
E=2501292.96
N=7147663.58
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 180+07.06
RSCJ 1973-01-018
STA. 81+00.00 =
PROP 12" WL
PROPOSED ROW
E=2501009.23
N=7147650.21
END 24" CASING
STA. 177+38.20
RSCJ 1973-01-018
STA. 78+15.00 =
FLO
W
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 165
EXISTING WATER LINE
PLUG AND ABANDON
FUTURE EOP
VOLUME 4029, PAGE 1834
TOWN OF PROSPER
15' WATERLINE EASEMENTEXISTING ROW
E=2500984.23
N=7147650.11
BEGIN 24" CASING
STA. 177+13.20
RSCJ 1973-01-018
STA. 77+90.00 =
CASING BY BORE
PROP 25 LF 24" STEEL E=2501231.60
N=7147651.04
1-12"x11.25° BEND
INSTALL:
Δ 11°19'42"
STA. 179+15.43
RSCJ 1973-01-018
STA. 80+37.38 =
PROP WATER �
EX GROUND AT
FL=710.55
PROP. 6'x3' RCB
PROP. TXDOT CULVERT 4A
EXISTING 12" WATER
(FIELD VERIFY)
EXISTING GAS
STA 80+41.84
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 63
Item 6.
WROUGHT IRON FENCE
PI 184+49.96
WM
S
SCB SV X2SSCBSV
FH
G
A
ZEBO
HOLLY-15
SV X2
WM
N89°50'01.2"E
S88°22'48.9"E
420.00
115.77
V
BLOCK C
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.
BLOCK C
GENTLE CREEK PHASE 2
CAB. K, SL. 476
P.R.C.C.T.
185+00184+49.96
82+00 83+00 84+00 85+00 86+00
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
TOP 713.49TOP 715.16TOP 716.83TOP 718.43TOP 718.87+1.67%
+0.44%ANCKLGKLGBCFWL-19 STA 82+00 TO STA 86+50FM 1461 WATERLINE PLAN & PROFILECIVIL37PVI EL=718.40PVI STA. 84+93.901-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 85+73.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 19.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 19.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 19.dgnProject:1461_WL - Plan 19Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-19
450
0
450
82+00 83+00 84+00 85+00 86+00
SCJ 1973-01-018 STA. 185+58.35RMATCHLINE WL STA. 86+50 =SCJ 1973-01-018 STA. 181+07.06RMATCHLINE WL STA. 82+00 =PROP 12" WL
PROPOSED ROW
CONCRETE PAVEMENT
REPLACE 37 SY 6"
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 450
FUTURE EOP
EXISTING ROW
E=2501744.17
N=7147671.17
Δ 00°29'39"
STA. 184+64.68
RSCJ 1973-01-018
STA. 85+51.85 =
E=2501765.28
N=7147672.48
LOCATION:
FIRE HYDRANT
E=2501765.21
N=7147670.57
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 184+85.72
RSCJ 1973-01-018
STA. 85+73.00 =
VOLUME 4029, PAGE 1824
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 84+02.68
(FIELD VERIFY)
EXISTING ELEC
STA. 83+97.18
EXISTING 12" WATERWINDING CREEK RDFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
Page 64
Item 6.
WROUGHT IRON FENCEWROUGHT IRON FENCE
187+78.02
FHTBOX
TBOX SBC
WM
N89°36'07.8"E
S87°55'45.1"E
307.43
240.58
V
V
V
BLOCK A
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.
BLOCK A
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.
190+00
87+00 88+00 89+00 90+00 91+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
TOP 719.70TOP 721.30TOP 720.84TOP 720.37TOP 719.11+0.44%+7.14%
-0.47%-4
.4
2%ANCKLGKLGBCFWL-20 STA 86+50 TO STA 91+00FM 1461 WATERLINE PLAN & PROFILECIVIL38PVI EL=721.64PVI STA. 87+27.21PVI EL=720.00PVI STA. 90+85.441-2" CAV ASSEMBLYINSTALL:STA. 87+45.00PVI EL=719.28PVI STA. 87+94.191-8" GV (S)1-12" GV (E)1-12"x8" TEEINSTALL:STA. 86+67.771-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 90+00.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 20.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 20.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 20.dgnProject:1461_WL - Plan 20Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-20
450
0
450
87+00 88+00 89+00 90+00
91+00
SCJ 1973-01-018 STA. 185+58.35RMATCHLINE WL STA. 86+50 =SCJ 1973-01-018 STA. 190+06.22RMATCHLINE WL STA. 91+00 =E=2501932.71
N=7147668.40
1-2" CAV ASSEMBLY
INSTALL:
STA. 186+51.64
RSCJ 1973-01-018
STA. 87+45.00 =
E=2502167.31
N=7147670.03
WATER LINE
END 8" BYPASS
DEFLECT 2 PIPE JOINTS
1°20'44"Δ
STA. 187+53.30
RSCJ 1973-01-018
STA. 89+75.05 =
PROP 12" WL
PROPOSED ROW
E=2501859.89
N=7147667.90
10 LF 8" PVC WL
1-8" GV (S)
1-12" GV (E)
1-12"x8" TEE
WATER LINE
EXISTING 8"
CONNECT TO
TA. 185+80.45S
RSCJ 1973-01-018
STA. 86+67.77 =
CONCRETE PAVEMENT
REPLACE 27 SY 6"
FOR CONNECTION
SOUTH TO SHUT OFF
EXISTING VALVE 282'
SEE NOTE 3 THIS SHEET
IN SAME TRENCH
LF 12" EXISTING WATER
REMOVE AND REPLACE 325
FUTURE EOP
EXISTING WATER LINE
PLUG AND ABANDON
VOLUME 4029, PAGE 1824
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2502182.51
N=7147672.52
LOCATION:
FIRE HYDRANT
E=2502182.51
N=7147662.41
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 189+06.39
RSCJ 1973-01-018
STA. 90+00.00 =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 89+53.91
(FIELD VERIFY)
EXISTING ELEC
STA. 88+86.21
(FIELD VERIFY)
EXISTING CABLE
STA. 86+86.56
EXISTING 12" WATER
(FIELD VERIFY)
EXISTING WATER
STA. 86+67.77
FM 1461/FRONTIER PKWY WINDING CREEK RDREASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 65
Item 6.
WROUGHT IRON FENCE
GATE
193+49.48
SVSV X3
N89°17'21.1"E
S79°27'38.9"E
297.28
43.37
BLOCK A
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.
BLOCK A
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.
BLOCK A
GENTLE CREEK PH. 1
CAB. K, SL. 474
P.R.C.C.T.PC 193+49.48 91+00 92+00 93+00 94+00 95+00
690
695
700
705
710
715
720
725
TOP 719.11TOP 714.69TOP 710.27TOP 703.55-4
.4
2%
-
1
1.
5
4
%670
675
680
685
690
695
700
705
TOP 692.15-8.17%ANCKLGKLGBCFWL-21 STA 91+00 TO STA 95+50FM 1461 WATERLINE PLAN & PROFILECIVIL391-8" GV (S)1-12" GV (E)1-12"x8" TEEINSTALL:STA. 93+90.16PVI EL=692.48
PVI STA. 94+95.95
PVI EL=707.29PVI STA. 93+72.721-FH ASSEMBLY (N)1-12"x6" TEEINSTALL:STA. 93+80.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 21.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 21.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 21.dgnProject:1461_WL - Plan 21Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
400 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
50 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-21
450
0
450
91+00
92+00 93+00 94+00 95+00
SCJ 1973-01-018 STA. 194+64.23RMATCHLINE WL STA. 95+50 =SCJ 1973-01-018 STA. 190+06.22RMATCHLINE WL STA. 91+00 =E=2502407.73
N=7147661.34
DEFLECT 2 PIPE JOINTS
3°16'17"Δ
STA. 191+27.88
RSCJ 1973-01-018
STA. 92+15.63 =
PROP 12" WL
PROPOSED ROW
E=2502582.25
N=7147663.49
10 LF 8" PVC WL
1-12"x8" TEE
1-8" GV (S)
1-12" GV (E)
INSTALL:
WATER LINE
EXISTING 8"
CONNECT TO
STA. 193+02.57
RSCJ 1973-01-018
STA. 93+90.16 =
FUTURE EOP
VOLUME 4029, PAGE 1824
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2502572.05
N=7147667.71
LOCATION:
FIRE HYDRANT
E=2502572.08
N=7147663.37
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 192+86.02
RSCJ 1973-01-018
STA. 93+80.00 =
E=2502704.99
N=7147665.03
1-12"x11.25° BEND
INSTALL:
Δ 11°15'00"
STA. 194+27.27
RSCJ 1973-01-018
STA. 95+18.75 =
VOLUME 4029, PAGE 1824
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING WATER
STA. 93+90.16
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 66
Item 6.
COLUMN 24"
COLUMN 24"
GUARD RAIL
PT 197+59.62
TOPTOP
TEL.PANEL X3 TPANEL
S83°25'39.0"E
S86°38'35.6"E
S83°25'39.0"E
62.52
53.48
246.93
BLOCK A
GENTLE CREEK ESTATES
PH ONE-REPLAT
CAB. M, SL. 24
P.R.C.C.T.PT 197+59.62PC 196+04.55PT 195+04.55195+00
96+00 97+00 98+00 99+00
655
660
665
670
675
680
685
690
TOP 685.00TOP 680.89TOP 675.54TOP 669.36-8.17%-4
.1
1%
-6.18%
100+00
640
645
650
655
660
665
670
675
1461_WL660.20663.50TOP 654.47662.91662.29-21.00
%-6
.18%ANCKLGKLGBCFWL-22 STA 95+50 TO STA 100+00FM 1461 WATERLINE PLAN & PROFILECIVIL40EL=667.50INSTALL 11.25° BENDΔ 7°27'23"BEGIN DIRECTIONAL DRILLINGSTA. 99+30.00PVI EL=686.03PVI STA. 95+75.011-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 97+45.00CLSM COLLARSTA. 98+90.00PVI EL=679.25PVI STA. 97+40.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 22.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 22.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 22.dgnProject:1461_WL - Plan 22Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
350 LF 12" PVC WATER LINE
(AWWA C900 DR-14) BY DIRECTIONAL DRILL
100 LF 12" FUSIBLE PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-22
441
0
441
JOINTS
RESTRAINED
40 LF OF
(AWWA C900 DR-18) BY OPEN CUT
30 LF 12" PVC WATER LINE
96+00
97+00
98+00
99+00
100+00
SCJ 1973-01-018 STA. 199+04.10RMATCHLINE WL STA. 100+00 =SCJ 1973-01-018 STA. 194+64.23RMATCHLINE WL STA. 95+50 =PROP 12" WL
PROPOSED ROW
E=2502935.87
N=7147643.14
LOCATION:
FIRE HYDRANT
E=2502935.37
N=7147638.48
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 196+53.83
RSCJ 1973-01-018
STA. 97+45.00 =
STA. 198+39.60
RSCJ 1392-03-015
STA. 99+30.00 =
BEGIN DIRECTIONAL DRILL
FUTURE EOP
E=2502809.73
N=7147649.93
DEFLECT 2 PIPE JOINTS
Δ 3°13'12"
STA 195+35.62
RSCJ 1973-01-018
STA 96+18.79 =
E=2502747.63
N=7147657.10
DEFLECT 2 PIPE JOINTS
Δ 3°58'12"
STA 194+68.61
RSCJ 1973-01-018
STA 95+56.28 =
E=2502863.12
N=7147646.81
DEFLECT 2 PIPE JOINTS
Δ 3°13'12"
STA 195+88.60
RSCJ 1973-01-018
STA 69+72.27 =
VOLUME 4029, PAGE 1824
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2503108.43
N=7147618.54
1-12"x11.25° BEND
INSTALL:
Δ 9°37'48"
STA. 198+28.80
RSCJ 1973-01-018
STA. 99+19.21 =
PROP WATER �
EX GROUND AT
R=1000'
(FIELD VERIFY)
EXISTING GAS
STA. 98+41.36
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 67
Item 6.
COLUMN 24"
COLUMN 24"
GUARD RAIL PC 202+40.24
WROUGHT IRON FENCE ON BRICK WALL
1054 BCOLUMN672.30
BRK.COL.
1053BCOLUMN675.90
BRK.COL.
1050BCOLUMN676.79
BRK.COL.
BARBWIRE FENCE
N86°56'28.8"E
516.61 PC 202+40.24200+00
45°
100+00 101+00 102+00 103+00
635
640
645
650
655
660
665
670
TOP 654.47TOP 645.46TOP 645.98TOP 655.450.00%
104+00
640
645
650
655
660
665
670
675
TOP 655.45TOP 669.17+20.13%
+1.58%ANCKLGKLGBCFWL-23 STA 100+00 TO STA 104+50FM 1461 WATERLINE PLAN & PROFILECIVIL41PVI EL=646.35PVI STA. 100+77.92EL=668.75INSTALL 11.25° BENDΔ 8°51'4"END DIRECTIONAL DRILLINGSTA. 103+76.49PVI EL=646.35PVI STA. 101+83.321-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 104+00.00CLSM COLLARSTA. 104+16.49SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 23.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 23.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 23.dgnProject:1461_WL - Plan 23Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
10'(AWWA C900 DR-14) BY DIRECTIONAL DRILL
300 LF 12" FUSIBLE PVC WATER LINE (AWWA C900 DR-14) BY DIRECTIONAL DRILL
77 LF 12" FUSIBLE PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
73 LF 12" PVC WATER LINE
6' MIN. COVERJOINTS
RESTRAINED
40 LF
8°
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-23
443
0
443
100+00
101+00
102+00
103+00
104+00
SCJ 1973-01-018 STA. 203+51.28RMATCHLINE WL STA. 104+50 =SCJ 1973-01-018 STA. 199+04.10RMATCHLINE WL STA. 100+00 =LIMITS OF WILSON CREEK
PROP 12" WL
PROPOSED ROW
STA. 202+79.12
RSCJ 1392-03-015
STA. 103+76.49 =
END DIRECTIONAL DRILL
E=2503588.15
N=7147650.38
LOCATION:
FIRE HYDRANT
E=2503588.56
N=7147644.20
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 203+01.96
RSCJ 1973-01-018
STA. 104+00.00 =
FUTURE EOP
E=2503624.30
N=7147646.11
DEFELCT 3 PIPE JOINTS
Δ 8°32'24"
STA.
RSCJ 1973-01-018
STA 104+35.82 =
VOLUME 4265, PAGE 1980
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
VOLUME 4265, PAGE 1980
TOWN OF PROSPER
15' WATERLINE EASEMENT
PROP WATER �
EX GROUND AT
PROP WATER �
EX GROUND AT
R=1000'
R=1000'
R=1000'
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 68
Item 6.
PT 205+50.38
BRK.COL.
BRK.COL.
BRK.COL.
BCOLUMN
BRK.COL.
TBOX SBC
1049BCOLUMN678.11
BRK.COL.
FH
SV X2
WM
WM
1/2" PVC PIPESV X2
S SCB
1058BCOLUMN683.14
1059BCOLUMN684.59
WOOD FENCE
WOOD FENCE
N78°24'21.4"E
N87°23'36.2"E
129.86
175.36
TWIN CREEKS PROSPER, LLC
37.069 ACRES
D20200427000603670
D.R.C.C.T. PT 206+50.38205+00
PC 204+95.31PT 203+95.31WM
105+00 106+00 107+00 108+00 109+00
650 650
655 655
660 660
665 665
670 670
675 675
680 680
685 685
TOP 670.75TOP 672.34TOP 673.92TOP 675.50TOP 677.09+1.58%ANCKLGKLGBCFWL-24 STA 104+50 TO STA 109+00FM 1461 WATERLINE PLAN & PROFILECIVIL422-12" GV (S,E)1-12"x12" TEEINSTALL:STA. 106+12.90SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 24.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 24.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 24.dgnProject:1461_WL - Plan 24Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-24
456
0
456
105+00
106+00
107+00 108+00 109+00
SCJ 1973-01-018 STA. 208+04.03RMATCHLINE WL STA. 109+00 =SCJ 1973-01-018 STA. 203+51.28RMATCHLINE WL STA. 104+50 =E=2503926.70
N=7147680.18
DEFLECT 1 PIPE JOINT
Δ 0°51'50"
STA. 206+46.36
RSCJ 1973-01-018
STA. 107+41.04 =
PROP 12" WL
PROPOSED ROW
E=2503798.68
N=7147674.36
10 LF 12" PVC WL
1-12"x12" TEE
1-12" GV (S)
1-12" GV (E)
INSTALL:
WATER LINE
EXISTING 12"
CONNECT TO
STA. 205+15.91
RSCJ 1973-01-018
STA. 106+12.90 =
CONCRETE DRIVEWAY
REPLACE 129 SY 6"
FUTURE EOP
E=2503751.52
N=7147672.21
DEFELCT 2 PIPE JOINTS
Δ 3°13'12"
STA 204+68.71
RSCJ 1973-01-018
STA. 105+65.68 =
VOLUME 4265, PAGE 1980
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2503788.73
N=7147663.60
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 205+05.47
RSCJ 1973-01-018
STA. 105+93.79 =
(FIELD VERIFY)
EXISTING 12" WATER
STA. 106+12.90
(FIELD VERIFY)
EXISTING GAS
STA. 105+50.52 PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 106+03.84
FM 1461/FRONTIER PKWY PEBBLE CREEK RDREASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 69
Item 6.
BRK.COL.BRK.COL.BRK.COL.BRK.COL.BRK.COL.BRK.COL.TOPFHTBOX AT&T
TOP
WM
1062BCOLUMN686.05
1063BCOLUMN687.78 1066BCOLUMN689.22 1067BCOLUMN690.82
1070BCOLUMN692.58 1071BCOLUMN693.94
WOOD FENCE
N89°17'21.1"E
816.13
TWIN CREEKS PROSPER, LLC
37.069 ACRES
D20200427000603670
D.R.C.C.T.
210+00
109+00 110+00 111+00 112+00 113+00
665 665
670 670
675 675
680 680
685 685
690 690
695 695
700 700
TOP 677.05TOP 678.64TOP 681.29TOP 684.07TOP 686.76+1.59%
+2.78%
+1.14%ANCKLGKLGBCFWL-25 STA 109+00 TO STA 113+50FM 1461 WATERLINE PLAN & PROFILECIVIL431-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 111+00.00PVI EL=686.70PVI STA. 112+93.25PVI EL=678.82PVI STA. 110+09.39SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 25.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 25.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 25.dgnProject:1461_WL - Plan 25Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-25
450
0
450
109+00 110+00
111+00
112+00 113+00
SCJ 1973-01-018 STA. 208+04.03RMATCHLINE WL STA. 109+00 =SCJ 1973-01-018 STA. 212+54.05RMATCHLINE WL STA. 113+50 =PROPOSED ROW
PROP 12" WL
FUTURE EOP
EXISTING ROW
E=2504285.69
N=7147674.08
LOCATION:
FIRE HYDRANT
E=2504285.63
N=7147684.63
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 210+04.05
RSCJ 1973-01-018
STA. 111+00.00 =
VOLUME 4265, PAGE 1983
TOWN OF PROSPER
15' WATERLINE EASEMENT
(FIELD VERIFY)
EXISTING ELEC
STA. 110+59.47
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 70
Item 6.
PC 216+07.36BRK.COL.BRK.COL.
1076BCOLUMN WIP693.57
1074BCOLUMN694.93
SV
W.MTR.
FH
WM X2
TBOX ATT
GATE
WOOD FENCE
PIPE FENCEPIPE FENCEWOOD FENCEWIRE FENCEWMWM
S84°44'48.3"E
S88°11'25.3"E
S43°11'25.3"E
144.67
58.52
30.41
V
TWIN CREEKS PROSPER, LLC
37.069 ACRES
D20200427000603670
D.R.C.C.T.
ARSHAD NIAZ
D20170330000404710
D.R.C.C.T.
1.4999 ACRES PC 216+07.36215+00
WM
WM
114+00 115+00 116+00 117+00 118+00
670 670
675 675
680 680
685 685
690 690
695 695
700 700
705 705
TOP 687.90TOP 689.05TOP 690.19TOP 691.33TOP 692.47+1.14%
+1.14%ANCKLGKLGBCFWL-26 STA 113+50 TO STA 118+00FM 1461 WATERLINE PLAN & PROFILECIVIL441-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 116+45.002-12" GV (S,E)1-12"x12" TEEINSTALL:STA. 115+35.36SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 26.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 26.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 26.dgnProject:1461_WL - Plan 26Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-26
442
0
442
114+00 115+00
116+00
117+00
118+00
SCJ 1973-01-018 STA. 217+00.74RMATCHLINE WL STA. 118+00 =SCJ 1973-01-018 STA. 212+54.05RMATCHLINE WL STA. 113+50 =E=2504886.83
N=7147677.06
DEFLECT 2 PIPE JOINTS
Δ 1°48'35"
STA. 216+07.94
RSCJ 1973-01-018
STA. 117+01.85 =
PROP 12" WL
PROPOSED ROW
E=2504830.36
N=7147684.15
LOCATION:
FIRE HYDRANT
E=2504830.23
N=7147682.24
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6' TEE
INSTALL:
STA. 215+48.59
RSCJ 1973-01-018
STA. 116+45.00 =
GRAVEL DRIVEWAY
REPLACE 11 SY 6"
E=2504807.75
N=7147684.39
WITH RECUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 215+28.70
RSCJ 1973-01-018
STA. 116+22.40 =
GRAVEL DRIVEWAY
REPLACE 9 SY 6"
OF WIRE FENCE
REPLACE 20 LF
E=2504720.98
N=7147690.04
10 LF 12" PVC WL
1-12"x12" TEE
1-12" GV (S)
1-12" GV (E)
INSTALL:
WATER LINE
EXISTING 12"
CONNECT TO
STA. 213+51.45
RSCJ 1973-01-018
STA. 115+35.36 =
FUTURE EOP
VOLUME 4265, PAGE 1983
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2504737.89
N=7147690.25
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 214+59.58
RSCJ 1973-01-018
STA. 115+52.34 =
E=2504742.78
N=7147690.32
DEFLECT 4 PIPE JOINTS
Δ 8°23'38"
STA. 214+64.43
RSCJ 1973-01-018
STA. 115+57.17 =
E=2504966.14
N=7147653.05
1-12"x45° BEND
INSTALL:
Δ 42°53'26"
STA. 216+91.39
RSCJ 1973-01-018
STA. 117+90.77 =
E=2504945.33
N=7147675.21
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 216+75.80
RSCJ 1973-01-018
STA. 117+60.37 =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING 8" WATER
STA. 115+35.36
(FIELD VERIFY)
EXISTING GAS
STA. 114+79.12
(FIELD VERIFY)
EXISTING GAS
STA. 117+70.48PRIVATE DRIVEFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 71
Item 6.
GATE
BARBWIRE FENCE
BARBWIRE FENCE
WIRE FENCES88°11'25.3"E
277.27
OM FRONTIERS ESTATES,
LLC D20170629000854270
D.R.C.C.T.
134.44 ACRES PROPOSED WATER EASEMENT
PARCEL 10
220+00
PT 219+65.47PC 218+41.83PT 217+41.83 118+00 119+00 120+00 121+00 122+00
675 675
680 680
685 685
690 690
695 695
700 700
705 705
710 710
TOP 692.47TOP 693.62TOP 694.76TOP 695.06TOP 693.51+1.14%-1.54%ANCKLGKLGBCFWL-27 STA 118+00 TO STA 122+50FM 1461 WATERLINE PLAN & PROFILECIVIL45PVI EL=695.54PVI STA. 120+68.461-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 120+75.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 27.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 27.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 27.dgnProject:1461_WL - Plan 27Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-27
447
0
447
118+00
119+00
120+00
121+00 122+00
SCJ 1973-01-018 STA. 221+46.97RMATCHLINE WL STA. 122+50 =SCJ 1973-01-018 STA. 217+00.74RMATCHLINE WL STA. 118+00 =7.5'7.5'PROP 12" WL PROPOSED ROW
FUTURE EOP
VOLUME 4265, PAGE 1983
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
EXISTING ROW
E=2505243.27
N=7147644.29
DEFLECT 2 PIPE JOINTS
Δ 2°12'38"
STA. 219+65.34
RSCJ 1973-01-018
STA. 120+68.35 =
E=2505251.68
N=7147670.73
LOCATION:
FIRE HYDRANT
E=2505251.87
N=7147644.35
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 219+71.98
RSCJ 1973-01-018
STA. 120+75.00 =
D.R.C.C.T
NO. D20170629000854270
15' WATER EASEMENT
PROP WATER �
EX GROUND AT
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 72
Item 6.
WM
FHTBOX ATT
WIRE FENCEWM
N89°35'56.4"E
S46°53'42.4"E
N89°35'56.4"E
436.53
84.25
75.24
V
OM FRONTIERS ESTATES,
LLC D20170629000854270
D.R.C.C.T.
134.44 ACRESPROPOSED WATER EASEMENT
PARCEL 10 PC 223+15.47WM
123+00 124+00 125+00 126+00 127+00
665 665
670 670
675 675
680 680
685 685
690 690
695 695
700 700
TOP 691.97TOP 690.43TOP 688.89TOP 672.01 TOP 676.12+0.10%
-1.54%-19.96%
+13.95%ANCKLGKLGBCFWL-28 STA 122+50 TO STA 127+00FM 1461 WATERLINE PLAN & PROFILECIVIL46TOC=672.55STA. 126+50.00TOC=672.50
STA. 125+98.00
PVI ELEV 672.00
PVI STA 125+86.40
PVI ELEV 672.08
PVI STA 126+74.47
PVI EL=688.81PVI STA. 125+04.881-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 124+90.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 28.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 28.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 28.dgnProject:1461_WL - Plan 28Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
7.3'(AWWA C900 DR-18) BY BORE
52 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
348 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY OPEN CUT
50 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-28
314
0
314
123+00 124+00 125+00
126+00
127+00SCJ 1973-01-018 STA. 225+49.96RMATCHLINE WL STA. 127+00 =SCJ 1973-01-018 STA. 221+46.97RMATCHLINE WL STA. 122+50 =E=2505682.39
N=7147647.36
1-12"x45° BEND
INSTALL:
Δ 42°53'26"
STA. 223+98.00
RSCJ 1973-01-018
STA. 125+04.88 =
E=2505816.53
N=7147590.30
1-12"x45° BEND
INSTALL:
Δ 43°56'43"
STA. 225+22.37
RSCJ 1973-01-018
STA. 126+64.37 =
CONCRETE DRIVEWAY
REPLACE 12 SY 6"
PROP 12" WL
7.5'PROPOSED ROW
FLOWE=2505533.49
N=7147646.32
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 222+53.93
RSCJ 1973-01-018
STA. 123+56.96 =
FUTURE EOP
VOLUME 4265, PAGE 1989
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2505671.66
N=7147675.22
LOCATION:
FIRE HYDRANT
E=2505671.86
N=7147647.29
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 223+83.79
RSCJ 1973-01-018
STA. 124+90.00 =
E=2505741.29
N=7147589.78
1-12"x45° BEND
INSTALL:
Δ 43°56'43"
STA. 224+52.43
RSCJ 1973-01-018
STA. 125+89.13 =
E=2505751.12
N=7147589.85
BEGIN 24" CASING
STA. 224+60.64
RSCJ 1973-01-018
STA. 125+98.00 =
CASING BY BORE
PROP 52 LF 24" STEEL E=2505804.12
N=7147590.22
END 24" CASING
STA. 225+08.66
RSCJ 1973-01-018
STA. 126+50.00 =
TXDOT CULVERT 5
FUTURE PROP.
PROP WATER �
EX GROUND AT
FL=680.14
PROP. 2-8'x7' RCB
PROP. TXDOT CULVERT 5PRIVATE DRIVEFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18).
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 73
Item 6.
GUARD RAIL
TBOX FH
GATETBOX
TBOX
TPANEL
TBOX
N44°35'56.4"E
N78°32'01.0"E
N89°32'22.0"E
132.50
176.88
51.32
OM FRONTIERS ESTATES,
LLC D20170629000854270
D.R.C.C.T.
134.44 ACRES
PROPOSED WATER EASEMENT
PARCEL 10
LOT 33, BLOCK A
AMBERWOOD FARMS
PHASE ONE
CABINET K, SLIDE 515
P.R.C.C.T. PT 228+18.89PC 226+15.86MATCHLINE STA. 127+00.0000
127+00 128+00 129+00 130+00 131+00
670 670
675 675
680 680
685 685
690 690
695 695
700 700
705 705
TOP 677.79TOP 685.55TOP 688.40TOP 690.26TOP 695.54+15.83%
+1.86%
+7.52%ANCKLGKLGBCFWL-29 STA 127+00 TO STA 131+50FM 1461 WATERLINE PLAN & PROFILECIVIL47PVI EL=685.60PVI STA. 127+49.16PVI EL=692.84PVI STA. 130+11.531-FH ASSEMBLY (S)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 130+00.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 29.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 29.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 29.dgnProject:1461_WL - Plan 29Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-29
450
0
450
127+00
128+00
129+00
130+00
131+00STA. 225+49.96SCJ 1973-01-018 RMATCHLINE WL STA. 127+00 = RSCJ 1973-01-018 STA. 229+82.85MATCHLINE WL STA. 131+50 =E=2505910.18
N=7147684.77
1-12"x45° BEND
INSTALL:
Δ 33°56'5"
STA. 226+25.33
RSCJ 1973-01-018
STA. 127+96.87 =
PROP 12" WL
AND BE PROTECTED
GAS MARKER TO REMAIN
E=2506082.92
N=7147719.81
WATER LINE
BEGIN 8" BYPASS
1-12"x22.5° BEND
INSTALL:
Δ 22°50'00"
STA. 228+06.40
RSCJ 1973-01-018
STA. 129+73.75 =22'22'PROPOSED ROW
EXISTING WATER LINE
PLUG AND ABANDON
FUTURE EOP
THIS SHEET)
SAME TRENCH (SEE NOTE 3
LF 12" EXISTING WATER IN
REMOVE AND REPLACE 179
VOLUME 4265, PAGE 1989
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2506106.23
N=7147709.66
LOCATION:
FIRE HYDRANT
E=2506106.12
N=7147719.99
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 228+32.98
RSCJ 1973-01-018
STA. 130+00.00 =
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING GAS
STA. 129+32.50
(FIELD VERIFY)
EXISTING TELE
STA. 131+12.58
(FIELD VERIFY)
EXISTING FIBER
STA. 131+11.20
(FIELD VERIFY)
EXISTING TELE
STA. 130+86.39
(FIELD VERIFY)
EXISTING CABLE
STA. 130+84.44
(FIELD VERIFY)
EXISTING GAS
STA. 130+61.18
(FIELD VERIFY)
EXISTING GAS
STA. 127+73.73
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATER LINE IS UNDER
TXDOT PROPOSED PAVING PER TXDOT
ROADWAY DESIGN MANUAL (4.10.18)
AND EXISTING WATER LINE NEEDS TO
BE LOWERED TO PROVIDE ADEQUATE
COVER OF NEW SECTION.
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 74
Item 6.
RCP 18" FL
718.29
SV X2 S SCB
FH
SV X2
WMS
SCB X3
S
S
WROUGHT IRON FENCE
WMWMWM
N89°32'22.0"E
S41°10'43.8"E N89°37'01.7"E
465.82 17.33 123.26
LOT 33, BLOCK A
AMBERWOOD FARMS
PHASE ONE
CABINET K, SLIDE 515
P.R.C.C.T.
230+00
WM
132+00 133+00 134+00 135+00 136+00
690 690
695 695
700 700
705 705
710 710
715 715
720 720
725 725
TOP 703.70TOP 707.65TOP 710.47TOP 713.30TOP 716.12+5.76%
+2.82%ANCKLGKLGBCFWL-30 STA 131+50 TO STA 136+00FM 1461 WATERLINE PLAN & PROFILECIVIL48
TOC=715.12
STA. 135+45.00
1-8" GV (S)1-12" GV (E)1-12"x8" TEEINSTALL:STA. 135+33.311-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 135+24.00PVI EL=705.90PVI STA. 132+38.19SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 30.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 30.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 30.dgnProject:1461_WL - Plan 30Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
395 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY BORE
55 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-30
440
0
440
132+00 133+00 134+00 135+00
136+00
RSCJ 1973-01-018 STA. 234+22.56MATCHLINE WL STA. 136+00 =SCJ 1973-01-018 STA. 229+82.85RMATCHLINE WL STA. 131+50 =PROPOSED ROW
PRIVATE POND
E=2506640.42
N=7147701.42
BEGIN 24" CASING
STA. 233+67.56
RSCJ 1973-01-018
STA. 135+45.00 =
PROP 12" WL
14.5'5'E=2506623.21
N=7147701.32
10 LF 8" PVC
1-8" GV (S)
1-12" GV (E)
1-12"x8" TEE
INSTALL:
WATER LINE
EXISTING 8"
CONNECT TO
STA. 233+58.61
RSCJ 1973-01-018
STA. 135+33.31 =
E=2505533.49
N=7147646.32
RECONNECTION
REPLACEMENT AND
1-2" WATER METER
INSTALL:
STA. 233+60.03
RSCJ 1973-01-018
STA. 123+35.29 =
THIS SHEET)
SAME TRENCH (SEE NOTE 3
LF 12" EXISTING WATER IN
REMOVE AND REPLACE 338
VOLUME 4265, PAGE 1992
TOWN OF PROSPER
15' WATERLINE EASEMENT
EXISTING ROW
E=2506599.55
N=7147723.96
WATER LINE
END 8" BYPASS
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 233+23.87
RSCJ 1973-01-018
STA. 134+90.89 =
E=2506619.86
N=7147701.30
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 233+43.57
RSCJ 1973-01-018
STA. 135+21.00 =
E=2506625.82
N=7147700.38
LOCATION:
FIRE HYDRANT
E=2506625.82
N=7147701.33
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 233+46.56
RSCJ 1973-01-018
STA. 135+24.00 =
CASING BY BORE
PROP 55 LF 24" STEEL
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING 8" WATER
STA. 135+33.31
(FIELD VERIFY)
EXISTING 6" ELEC
STA. 132+86.73 EXISTING 12" WATER AMBERWOOD LNFM 1461/FRONTIER PKWY AMBERWOOD LNREASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION.
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 75
Item 6.
RCP 18" FL
720.09
SV X2
RCP 18" FL
FH
WROUGHT IRON FENCE
N89°37'01.7"E
N89°15'51.9"E S89°36'03.4"E
117.81
238.85 74.57
V
V
V
LOT 1, BLOCK A
AMBERWOOD FARMS
PHASE ONE
CABINET K, SLIDE 515
P.R.C.C.T.
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 12
BLOCK A
COLLIN GREEN, 41.286 AC
CABINET F, SLIDE 541
D.R.C.C.T.
235+00
WM
136+00 137+00 138+00 139+00 140+00
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
TOP 721.78TOP 723.61TOP 716.12TOP 718.12TOP 719.95+2.82%
+1.83%
+2.28%ANCKLGKLGBCFWL-31 STA 136+00 TO STA 140+50FM 1461 WATERLINE PLAN & PROFILECIVIL49TOC=716.97STA. 136+10.00PVI EL=716.61PVI STA. 136+17.39PVI EL=724.41PVI STA. 140+43.72SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 31.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 31.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 31.dgnProject:1461_WL - Plan 31Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
(AWWA C900 DR-18) BY OPEN CUT
440 LF 12" PVC WATER LINE
(AWWA C900 DR-18) BY BORE
10 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-31
255
447
192
136+00 137+00 138+00
139+00
140+00
SCJ 1973-01-018 STA. 234+22.56RMATCHLINE WL STA. 136+00 =SCJ 1973-01-018 STA. 238+69.72RMATCHLINE WL STA. 140+50 =PROPOSED ROW
E=2506711.37
N=7147701.82
END 24" CASING
STA. 234+32.56
RSCJ 1973-01-018
STA. 136+05.00 =
PROP 12" WL
5'CASING BY BORE
PROP 5 LF 24" STEEL
CONCRETE ROADWAY
REPLACE 24 SY 6"
BE PROTECTED IN PLACE
POWER POLE TO REMAIN AND
FUTURE EOP
VOLUME 4265, PAGE 1992
TOWN OF PROSPER
10' WATERLINE EASEMENT
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
EXISTING ROW
EXISTING ROW
E=2506996.87
N=7147696.79
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 237+18.93
RSCJ 1973-01-018
STA. 139+00.00 =
PROP WATER �
EX GROUND AT COLLIN GREEN DRFM 1461/FRONTIER PKWY AMBERWOOD LNREASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION
AND CONFLICT WITH FUTURE
STORM PIPE AND INLET.
DISPLACEMENT FROM EXISTING
WATER EASEMENT.
Page 76
Item 6.
141+00 142+00 143+00 144+00 145+00
710 710
715 715
720 720
725 725
730 730
735 735
740 740
745 745
TOP 725.69TOP 727.97TOP 730.26TOP 732.54TOP 734.82+2.28%
WOOD FENCE
WOOD FENCE
N89°42'46.0"E N89°42'40.7"E N89°40'30.2"E
219.09 69.61 115.82
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 14
BLOCK A
COLLIN GREEN, 41.286 AC
CABINET F, SLIDE 541
D.R.C.C.T.
240+00
ANCKLGKLGBCFWL-32 STA 140+50 TO STA 145+00FM 1461 WATERLINE PLAN & PROFILECIVIL501-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 141+00.001-8" GV (S)1-12" GV (E)1-12"x8" TEEINSTALL:STA. 140+50.89SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 32.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 32.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 32.dgnProject:1461_WL - Plan 32Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-32
450
0
450
141+00
142+00 143+00 144+00 145+00
SCJ 1973-01-018 STA. 243+18.91RMATCHLINE WL STA. 145+00 =SCJ 1973-01-018 STA. 238+69.72RMATCHLINE WL STA. 140+50 =PROPOSED ROW
E=2507195.16
N=7147715.22
LOCATION:
FIRE HYDRANT
E=2507195.16
N=7147715.22
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 239+18.92
RSCJ 1973-01-018
STA. 141+00.00 =
PROP 12" WL
E=2507088.72
N=7147697.31
10 LF 8" PVC PIPE
1-8" GV (S)
1-12" GV (E)
1-12"x8" TEE
INSTALL:
STA. 238+72.54
RSCJ 1973-01-018
STA. 140+50.89 =
FUTURE EOP
THIS SHEET)
SAME TRENCH (SEE NOTE 3
LF 12" EXISTING WATER IN
REMOVE AND REPLACE 429
E=2507165.91
N=7147715.08
WATER LINE
BEGIN 8" BYPASS
STA. 238+89.68
RSCJ 1392-03-015
STA 140+70.76 =
VOLUME 607, PAGE 400
TOWN OF PROSPER
10' WATERLINE EASEMENT
EXISTING ROW
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PROP WATER �
EX GROUND AT
(FIELD VERIFY)
EXISTING 8" WATER
STA. 140+50.89
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION
AND CONFLICT WITH FUTURE
STORM PIPE AND INLET.
Page 77
Item 6.
P I 2 4 5 +5 4 .7 6
PC 2 4 6 +9 5 .4 1
RCP 18" FL
744.67
FH
WM
745.54
WOOD FENCE
WOOD FENCE
745.77
RCP 18" FL
745.84
FH
TBOX
S89°45'07.8"E
N89°19'33.8"E
S89°42'52.2"E
81.60
252.57
220.36
V
V
V
MAITRI PARTNERS, LLC
D2023000005559 D.R.C.C.T.
1.172 ACRESPC 246+95.41245+54.76245+00
WM
145+00 146+00 147+00 148+00 149+00
720 720
725 725
730 730
735 735
740 740
745 745
750 750
755 755
TOP 734.88TOP 737.16TOP 739.44TOP 738.30TOP 736.52+2.28%-1.78%734.82737.10739.38738.35736.57ANCKLGKLHBCFWL-33 STA 145+00 TO STA 149+50FM 1461 WATERLINE PLAN & PROFILECIVIL51PVI EL=739.80PVI STA. 147+18.521-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 147+00.001-8" GV (S)1-12" GV (E)1-12"x8" TEEINSTALL:STA. 145+56.88SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 33.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 33.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 33.dgnProject:1461_WL - Plan 33Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-33
450
0
450
145+00 146+00 147+00 148+00 149+00
SCJ 1973-01-018 STA. 243+18.91RMATCHLINE WL STA. 145+00 =SCJ 1973-01-018 STA. 247+69.60RMATCHLINE WL STA. 149+50 =E=2507795.64
N=7147720.48
LOCATION:
FIRE HYDRANT
E=2507795.13
N=7147718.61
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 245+18.91
RSCJ 1973-01-018
STA. 147+00.00 =
E=2507971.06
N=7147706.62
JOINTS
DEFLECT 2 PIPE
Δ 2°46'85"
STA. 246+28.96
RSCJ 1973-01-018
STA. 148+09.45 =
PROP 12" WL
E=2507642.54
N=7147706.09
10 LF 8" PVC WL
1-8" GV (S)
1-12" GV (E)
1-12"x8" TEE
INSTALL:
WATER LINE
EXISTING 8"
CONNECT TO
STA. 243+75.80
RSCJ 1973-01-018
STA. 145+56.88 =
CONCRETE ROADWAY
REPLACE 29 SY 6" CONCRETE ROADWAY
REPLACE 11 SY 6"
PROPOSED ROW
FUTURE EOP
THIS SHEET)
SAME TRENCH (SEE NOTE 3
LF 12" EXISTING WATER IN
REMOVE AND REPLACE 450
VOLUME 607, PAGE 400
TOWN OF PROSPER
10' WATERLINE EASEMENT
EXISTING ROW
E=2508035.89
N=7147708.76
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 247+58.61
RSCJ 1973-01-018
STA. 149+41.10 =
PROP WATER �
EX GROUND AT
EXISTING 12" WATER
(FIELD VERIFY)
EXISTING WATER
STA. 145+56.88MEADOW GREEN STPRIVATE DRIVEFM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION
AND CONFLICT WITH FUTURE
STORM PIPE AND INLET.
Page 78
Item 6.
PT 250+21.04
RCP 18" FL
733.95
BBGOAL
735.04
WM
RCP 18" FL
738.07
TBOX
RCP 18" FL
738.31
RCP 18" FL
740.01
740.27
WM
RCP 18" FL
741.86
FH
RCP 18" FL
742.64
RCP 18" FL
742.79RCP 18" FL
743.28
TBOX
WM
S89°49'20.3"E
388.37
V
V
CONSTRUCTION EASEMENT
PROPOSED TEMPORARY
PARCEL 17
NANCY CASHON
D20090601000664970
D.R.C.C.T.
2.6 ACRESPT 250+21.04250+00
PC 249+08.23PT 248+08.23WMWM
150+00 151+00 152+00 153+00 154+00
715 715
720 720
725 725
730 730
735 735
740 740
745 745
750 750
TOP 734.79TOP 733.01TOP 731.23TOP 729.45TOP 727.67-1.78%ANCKLGKLGBCFWL-34 STA 149+50 TO STA 154+00FM 1461 WATERLINE PLAN & PROFILECIVIL521-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 151+00.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 34.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 34.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 34.dgnProject:1461_WL - Plan 34Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-34
131
450
319
150+00
151+00
152+00 153+00 154+00
SCJ 1973-01-018 STA. 252+19.78RMATCHLINE WL STA. 154+00 =SCJ 1973-01-018 STA. 247+69.60RMATCHLINE WL STA. 149+50 =PROPOSED ROW
E=2508198.71
N=7147724.66
LOCATION:
FIRE HYDRANT
E=2508198.69
N=7147718.47
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 249+15.95
RSCJ 1973-01-018
STA. 151+00.00 =
PROP 12" WL
CONCRETE ROADWAY
REPLACE 25 SY 6"
E=2508436.17
N=7147713.32
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 251+59.90
RSCJ 1973-01-018
STA. 153+40.12 =
E=2508205.93
N=7147714.20
WITH REDUCER
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 249+27.47
RSCJ 1973-01-018
STA. 151+11.12 =
GRAVEL DRIVEWAY
REPLACE 10 SY
GRAVEL ROADWAY
REPLACE 202 SY
ASPHALT ROADWAY
REPLACE 22 SY
FUTURE EOP
THIS SHEET)
SAME TRENCH (SEE NOTE 3
LF 12" EXISTING WATER IN
REMOVE AND REPLACE 450
VOLUME 607, PAGE 400
TOWN OF PROSPER
10' WATERLINE EASEMENT
EXISTING ROW
PROP WATER �
EX GROUND AT
EXISTING 12" WATER
FM 1461/FRONTIER PKWY
REASON FOR DISPLACEMENT:
EXISTING WATERLINE NEEDS TO BE
LOWERED TO PROVIDE ADEQUATE
COVER FROM THE NEW SECTION
AND CONFLICT WITH FUTURE
STORM PIPE AND INLET.
Page 79
Item 6.
STORAGE BLDG.
FLFLFLFL
FH
TBOX
TOP
TOP TOPTOPRCP 24" FL
732.61
RCP 24" FL
732.67
STORAGE BLDG.
CONCRETE
FH
EWM TOPTOPWVWV
WTRWTR
12" PE
R R
E
C
OR
DS 10" PER RECORDS2.5" PER RECORDS
WM
S88°16'37.3"E
N45°13'04.8"E S89°49'00.7"E
S44°48'55.6"E
20.53
12.27 295.86
124.73
V
PROSPER SELF STORAGE
LOT 1, BLOCK A , 4.174
ACRES
D2016004010004040
P.R.C.C.T
255+00
WM
154+00 155+00 156+00 157+00 158+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
TOP 727.67TOP 725.89TOP 724.11TOP 722.33TOP 724.30-1.78%+3.53%ANCKLGKLGBCFWL-35 STA 154+00 TO STA 158+50FM 1461 WATERLINE PLAN & PROFILECIVIL53
TOC=723.28
STA. 156+82.74
TOC=722.51STA. 157+22.74PVI EL=721.81PVI STA. 157+29.431-FH ASSEMBLY (N)1-12" GV (E)1-12"x6" TEEINSTALL:STA. 155+00.001-FH ASSEMBLY (N)1-12" GV (SE)1-12"x6" TEEINSTALL:STA. 158+00.00SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 35.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 35.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 35.dgnProject:1461_WL - Plan 35Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'
N
5'(AWWA C900 DR-18) BY OPEN CUT
450 LF 12" PVC WATER LINE
6' MIN. COVERSheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-35
433
0
433
154+00
155+00 156+00 157+00 158+00SCJ 1973-01-018 STA. 252+19.78RMATCHLINE WL STA. 154+00 =STA. 257+74.04SCJ 1973-01-018 RMATCHLINE WL STA. 158+50 =E=2508838.39
N=7147724.58
1-12"x45° BEND
INSTALL:
45°00'00"Δ
STA. 255+63.02
RSCJ 1973-01-018
STA. 157+46.84 =
PROP 12" WL
TXDOT CULVERT 6
FUTURE PROP.
PROP 12" WLE=2508542.53
N=7147725.53
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 252+67.16
RSCJ 1973-01-018
STA. 154+50.98 =18'18'FLOWCASING BY OPEN CUT
PROP 40 LF 24" STEEL
E=2508607.11
N=7147725.36
RECONNECTION
REPLACEMENT AND
1-1" WATER METER
INSTALL:
STA. 253+32.46
RSCJ 1973-01-018
STA. 155+16.28 =5'E=2508595.12
N=7147727.01
LOCATION:
FIRE HYDRANT
E=2508595.11
N=7147725.36
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 253+16.18
RSCJ 1973-01-018
STA. 155+00.00 =
CONCRETE ROADWAY
REPLACE 17 SY
EXISTING WATER LINE
PLUG AND ABANDON
FUTURE EOP
EXISTING ROW
E=2508529.87
N=7147712.96
WATER LINE
END 8" BYPASS
1-12"x45° BEND
INSTALL:
Δ 45°00'00"
STA. 252+58.48
RSCJ 1973-01-018
STA. 154+38.71 =
DRAINAGE EASEMENT
E=2508771.12
N=7147724.79
BEGIN 24" CASING
STA. 254+98.92
RSCJ 1973-01-018
STA. 156+82.74 =
E=2508810.67
N=7147724.65
END 24" CASING
STA. 255+38.92
RSCJ 1973-01-018
STA. 157+22.74 =
E=2508883.41
N=7147689.35
LOCATION:
FIRE HYDRANT
E=2508878.37
N=7147684.34
1-FH ASSEMBLY
1-12" GV (E)
1-12"x6" TEE
INSTALL:
STA. 256+00.64
RSCJ 1973-01-018
STA. 158+00.00 =
VOLUME 666, PAGE 570
TOWN OF PROSPER
EASEMENT
10' WATERLINE
(FIELD VERIFY)
EXISTING FIBER
STA. 157+60.25
(FIELD VERIFY)
EXISTING FIBER
STA. 158+03.22
PROP WATER �
EX GROUND AT FL=727.58
PROP. 5'x3' RCB
PROP. TXDOT CULVERT 6
EXISTING 12" WATER N CUSTER RDFM 1461/FRONTIER PKWY
Page 80
Item 6.
STORAGE BLDG.
RCP 24" FL
732.95
RCP 24" FL
732.97
WR.IR.FENCEWIRE FENCE
12" P
E
R
R
E
C
OR
DS
WMWM
S00°12'59.0"E9.36 HAGGARD RHEA MILLS, LLC
D20100610000588740,PT 258+41.80 159+00
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
TOP 727.15+3.52%ANCKLGKLGBCFWL-36 STA 158+50 TO ENDFM 1461 WATERLINE PLAN & PROFILECIVIL54(FIELD VERIFY)PROP TOP=727.15EX TOP=728.00 +/-1-12" GV (N)INSTALL:CONNECT TO EX 12" WLSTA. 158+80.93SEQ.
SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.PRP22659SEP 2025DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAME1461_WL - Plan 36.dgnIf not one inch on this sheet, adjust scale.Bar is one inch on original drawing.TEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.Date:Plotter:$ACCOUNT$3/3/2026J:\Workspaces\FNI_ORD\Configuration\WorkSpaces\Texas DOT Standards 2023\TxDOT\Pltcfg\pdf-c -FNI.pltcfg08180N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 36.dgn0.16666633 ' / in.Plot Scale:MicroStation V8 User:Date: 3/3/2026 User:08180 File:$ACCOUNT$Office:Office:N:\IF\Drawings\TxDOT SUA Sheets\3. Demo + P&P\1461_WL - Plan 36.dgnProject:1461_WL - Plan 36Model:FM 1461 WATER LINE RELOCATIONTOWN OF PROSPER, TEXAS FITTINGS, 6" PVC PIPE, AND LEAD PIPE.
10. BID ITEM 29 INCLUDES THE HYDRANT, ALL
AND "CHRISTIE FARMS OFFSITE WATER".
CHANDLER CIRCLE TO WILSON CREEK"
BUILTS "12 INCH WATER LINE FROM
9. EXISTING 12" WATER SHOWN PER AS-
CONSTRUCTING ONE HALF AT A TIME.
THROUGHTOUT CONSTRUCTION BY
ALL DRIVES AND CROSS STREETS
8. CONTRACTOR SHALL MAINTAIN ACCESS TO
CONSTRUCTION.
MUST BE MAINTAINED DURING
7. EXISTING SERVICES AND FIRE PROTECTION
BEING FINALIZED BY COSERV.
6. PROPOSED GAS LINE LOCATIONS ARE STILL
(BLUE).
ALL 8" WATER SHALL BE AWWA C900 DR-14
SHALL BE AWWA C900 DR-18 (BLUE) AND
5. UNLESS OTHERWISE NOTED, ALL 12" WATER
BY REMOVE AND REPLACE.
ALL SECTIONS OF PIPE TO BE INSTALLED
ALL TIMES DURING CONSTRUCTION FOR
4. FIRE PROTECTION MUST BE MAINTAINED AT
TO BEING IN SERVICE.
ACCORDANCE WITH AWWA C651 PRIOR
3. WATER LINES MUST BE DISINFECTED IN
-STA. 140+70.76 - STA. 154+38.71
-STA. 129+73.75 - STA. 134+90.89
-STA. 80+35.22- STA. 88+46.66
-STA. 23+96.33- STA. 46+24.97
AT LOCATIONS BELOW:
WATER CONNECTIONS DURING CONSTRUCTION
REQUIREMENTS. INSTALL 8" TEMPORARY
SEE SPECIFICATION 01 35 00 FOR OUTAGE
IS TO BE MAINTAINED DURING CONSTRUCTION.
PIPELINE IS BEING REPLACED. WATER SERVICE
SERVICES FOR AREAS THAT THE EXISTING
2. CONTRACTOR SHALL INSTALL AND MAINTAIN
OF CONSTRUCTION.
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING
1. CONTRACTOR SHALL VERIFY LOCATION AND
NOTES:
LEGEND:
1-800-DIG-TESS
CONSTRUCTION CONTACT
48 HOURS PRIOR TO
OVERHEAD UTILITIES IN THE AREA.
EXISTING UNDERGROUND AND
CAUTION!!!TXDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.NOT FOR CONSTRUCTION9/12/2025111348ADAM CROSS, P.E.EXISTING 12" WATER LINE
PROPOSED 12" WATER LINE
PROPOSED TXDOT ROW
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING TXDOT ROW
ABANDONED WATERLINE
N
VERTICAL SCALE
40'20'0 10'
HORIZONTAL SCALE
8'0 4'6' MIN. COVER31
Sheets
Reimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced
Non-Reimbursable Length of Existing Line
Total Length of Existing Line
WL-36
30
0
30
SCJ 1973-01-018 STA. 257+74.04RMATCHLINE WL STA. 158+50 =
E=2508926.34
N=7147625.30
1-12" GV (N)
INSTALL:
EX 12" WL (NW)
CUT AND PLUG
EX 12" WL
CONNECT TO
A. 256+51.35ST
RSCJ 1973-01-018
STA. 158+80.93 =
E=2508926.30
N=7147636.09
1-12"x45° BEND
INSTALL:
45°00'00"Δ
STA. 256+51.28
RSCJ 1973-01-018
STA. 158+71.57 =18'EXISTING WATER LINE
PLUG AND ABANDON
EXISTING ROW
ABANDON 10" WATER LINE
PUBLIC WORKS PRIOR TO
COORDINATE WITH PROSPER
(FIELD VERIFY)
EXISTING TELE
STA. 158+74.59
EX GROUND AT �N CUSTER RDFM 1461/FRONTIER PKWY
Page 81
Item 6.
Page 82
Item 6.
Page 83
Item 6.
Page 84
Item 6.
Page 85
Item 6.
Page 86
Item 6.
Page 87
Item 6.
Page 88
Item 6.
RSCJ 1973-01-018/ Utility ID U00026000
FM 1461/ Frontier Pkwy 12" Water Line Improvements
Town of Prosper
100%
ITEM UNIT UNIT PRICE
IN KIND
QUANTITY IN KIND TOTAL BETTERMENT QUANTITY BETTERMENT TOTAL
A
1 PCT 351,000.00$ 1 351,000$ 0 -$
2 LF 6.00$ 13893 83,358$ 0 -$
3 STA 1,296.18$ 158 204,550$ 0 -$
4 STA 380.21$ 158 60,000$ 0 -$
5 MO 25,000.00$ 6 150,000$ 0 -$
6a EA 2,100.00$ 22 46,200$ 0 -$
6b EA 2,100.00$ -6 (12,600)$ 0 -$
7 LF 65.00$ 4940 321,100$ 0 -$
8 LF 12.66$ 7900 100,000$ 0 -$
9 LF 15.00$ 8960 134,400$ 0 -$
10 EA 1,000.00$ 9 9,000$ 0 -$
11 EA 1,500.00$ 15 22,500$ 0 -$
12 LF 55.00$ 181 9,955$ 0 -$
13 LF 50.00$ 187 9,350$ 0 -$
14 LF 60.00$ 356 21,360$ 0 -$
15 LF 175.00$ 60 10,500$ 0 -$
16 SY 40.00$ 1191 47,640$ 0 -$
17 SY 8.00$ 390 3,120$ 0 -$
18 SY 35.00$ 45 1,575$ 0 -$
19 LF 200.00$ 137 27,400$ 0 -$
20 LF 190.00$ 13770 2,616,300$ 0 -$
21 LF 200.00$ 667 133,400$ 0 -$
22 LF 300.00$ 1344 403,200$ 0 -$
23 LF 150.00$ 123 18,450$ 0 -$
24 LF 670.00$ 135 90,450$ 0 -$
25 LF 740.00$ 667 493,580$ 0 -$
26 EA 7,500.00$ 3 22,500$ 0 -$
27 EA 10,000.00$ 47 470,000$ 0 -$
28 EA 3,000.00$ 8 24,000$ 0 -$
29 LF 131.98$ 4925 650,000$ 0 -$
30 EA 5,000.00$ 9 45,000$ 0 -$
31 EA 8,715.00$ 33 287,595$ 0 -$
32 EA 9,000.00$ 11 99,000$ 0 -$
33 SY 5.00$ 18700 93,500$ 0 -$
34 SY 150.00$ 102 15,300$ 0 -$
35 SY 200.00$ 340 68,000$ 0 -$
36 SY 80.00$ 614 49,120$ 0 -$
37 SY 70.00$ 32 2,240$ 0 -$
38 SY 70.00$ 259 18,130$ 0 -$
39 EA 1,500.00$ 14 21,000$ 0 -$
40 EA 2,000.00$ 1 2,000$ 0 -$
41 EA 2,500.00$ 1 2,500$ 0 -$
42 EA 400.00$ 2 800$ 0 -$
43 LF 80.00$ 428 34,240$ 0 -$
44 SY 1.50$ 60600 90,900$ 0 -$
7,351,613$
-$
7,351,613$
B
B-1 SF $15.00 22300 $334,500
B-2 SF $7.50 35700 $267,750
$602,250
C
C-1 $52,060 See page 61 for breakdown following this page
D
D-1 EA $399,900
$8,405,823.00
$0.00
$8,405,823.00
0.00%
-$
89.69%
7,539,071.58$
866,751.42$
*
Line Item Must be Buy America compliant in accordance with
TxDOT/FHWA guidance letter dated October 3,2019
1
All project components which will need to be Buy America
compliant include but are not limited to rebar for concrete, iron
fittings, vaults, meters, valves, pipe, and pipeline appurtenances.
2
6 Fire hydrants during construction were able to be salvaged and
reused by the Town of Prosper, and those 6 were deducted from
the reimbursement request and not quantified.
BF ANC
DESCRIPTION1
PRP22659
Estimated Construction Cost
Remove and Reset Irrigation
Remove Exist. Fire Hydrant
Remove Existing Water Pipe (4" - 12")
Remove, Salvage, and Reinstall Wrought Iron Fence
Abandon and Grout Existing 12" Water Line
Abandon Existing Valve
Remove and Replace Stone Wall (3-5 ft)
12" DR-18 PVC Water Line by Open Cut
Concrete Driveway Replacement (6" Thick)*
12" DR-14 Fusible PVC Water Line by Directional Drilling
Gravel Driveway (6" Thick)
1" Meter Replacement and Reconnection
6" Concrete Sidewalk/Shared Use Path*
Sodding
2" Meter Replacement and Reconnection
Trench Safety System
Mobilization (5%)
Storm Water Pollution Prevention Plan and Implementation
Site\ROW Preparation
4/28/2026
1140
ANC
FNI PROJECT NO.
PROJECT TITLE DATE
CLIENT GROUP
% OF SUBMITTAL PM
ESTIMATOR QC CHECKED BY
FM 1461 12" Water Line Project
RCSJ No./ Utility ID DATE 4/28/2026
Traffic Control
24" Steel Casing by Open Cut*
24" Steel Casing by Bore*
2" CAV Assembly*
12'' Gate Valve*
8" Gate Valve*
Temporary 8"Water Line Service
Temporary FH Assemblies with Valve
Fire Hydrant Assembly with Valve*
8" DR-14 PVC Water Line By Open Cut
Remove Existing Valve
Remove and Replace Wire Fence*
Remove Concrete Driveway/Roadway/Sidewalk
Remove and Replace Wooden Fence
Remove, Store, and Reinstall Pipe Fence
12" DR-18 PVC Water Line (Carrier Pipe within Steel Encased Bore)
Remove Gravel Driveway
Remove Asphalt Driveway
Salvage, and Deliver Exist. Fire Hydrant (TxDOT Credit 2)
See page 59-60 for breakdown following this page
Seeding
Total In Kind Cost
Total Betterment Cost (A)
Total Cost (In Kind + Betterment) (B)
Betterment Credit Percentage (A/B)
Total Cost x Betterment Credit Percentage
Total Cost to Town of Prosper
Composite Eligibility Ratio (CER)
Total TxDOT Reimbursement (B-(B*(A/B))*CER)
Estimated Reimbursement Summary Information
LAND SUBTOTAL
ESTIMATED TOWN OF PROSPER ENGINEERING, ADMINSTRATIVE & INSPECTION COSTS
FREESE AND NICHOLS PROFESSIONAL SERVICE COSTS
TOWN OF PROSPER ENGINEERING, ADMINSTRATIVE & INSPECTION COSTS
TEMPORARY CONSTRUCTION EASEMENTS
Connection to Existing Water Line
NOTES
Concrete Pavement Replacement (6" Thick)*
Capital Improvement Sign
Temporary Fencing
FREESE AND NICHOLS PROFESSIONAL SERVICE COSTS
Asphalt Driveway (2" Type D, 4" Type B)
Furnish and Install New 1" Service Line and Meter
SUBTOTAL
BETTERMENT TOTAL
REIMBURSABLE COST*
LAND ACQUISITION
UTILITY EASEMENTS
Page 89
Item 6.
Freese and Nichols, Inc.Town of Prosper Project Fee Summary Project Fee Summary Project Fee SummaryFrontier Pkwy Water Line7/7/2022Detailed Cost BreakdownTasks Labor Expenses Subconsultants TotalClayton Barnard Mitchell Sawtelle Robert Martin Jim Baddaker Alan Hutson Jane Jenks Michael Votaw Richard Aldredge Wes Wiegreffe Melissa Kinzer Brian King Derek GiananPM DE CAD QC QA CA ES QC ES Lead ES Support ES GIS ARCH scheduler$246 $161 $180 $246 $281 $131 $246 $210 $134 $134 $184 $174-$ -$ -$ -$ BasicConcept Design-$ -$ -$ -$ BasicGeneral and PM323358,394$ 35518893$ -$ 9,287$ BasicInternal kickoff1111151,114$ 543$ -$ 1,157$ BasicExternal kickoff2461,136$ 651$ -$ 1,187$ BasicObtain and Review Data416203,524$ 20170$ -$ 3,694$ BasicAccess Letters66966$ 651$ -$ 1,017$ BasicDevelop Alignment options2624325,778$ 32272$ -$ 6,050$ BasicField review464142,670$ 14119$ -$ 2,789$ BasicUtility coordination meeting22492$ 217$ -$ 509$ BasicDevelop roll plot24608414,957$ 84714$ -$ 15,671$ BasicDevelop OPCC28101,780$ 1085$ -$ 1,865$ BasicQA/QC444123,092$ 12102$ -$ 3,194$ BasicSubmit to Town4481,364$ 868$ -$ 1,432$ BasicReview meeting224814$ 434$ -$ 848$ -$ -$ -$ -$ BasicFinal Design-$ -$ -$ -$ BasicGeneral and PM121133,251$ 1310041,265$ -$ 4,516$ BasicPrepare 60% Plans42412014827,506$ 1481,258$ -$ 28,764$ BasicIncorporate TxDOT, franchise 812203,586$ 20170$ -$ 3,756$ Basic Spec TOC 1 2 3 591$ 3 26$ -$ 616$ Basic OPCC 6 6 1,005$ 6 51$ -$ 1,056$ Basic Midpoint QA/QC 4 6 4 14 3,727$ 14 119$ -$ 3,846$ Basic Design submittal 8 12 20 3,586$ 20 170$ -$ 3,756$ Basic Review Meeting 2 4 6 1,181$ 6 51$ -$ 1,232$ Basic Prepare 90% Plans 4 48 160 212 39,012$ 2121,802$ -$ 40,814$ Basic Prepare Technical Specs 2 16 18 3,191$ 18 153$ -$ 3,344$ Basic Final QA/QC Constructability 4 12 4 20 5,262$ 20 170$ -$ 5,432$ Basic 90% Design Submittal 16 32 48 8,669$ 48 408$ -$ 9,077$ Basic Review meeting 2 4 6 1,181$ 6 51$ -$ 1,232$ Basic Prepare final Plans 2 24 80 106 19,506$ 106 901$ -$ 20,407$ -$ -$ -$ -$ BasicBid Phase-$ -$ -$ -$ Basic General and PM 2 2 512$ 2 786.5 921$ -$ 1,433$ Basic Bid Notification and Advertisement -$ -$ -$ -$ Basic Manage Bidder Questions 2 12 14 2,521$ 14 119$ -$ 2,640$ Basic Bid Processing -$ -$ -$ -$ Basic Bid Recomendation -$ -$ -$ -$ Basic Construction Documents / Conform 12 8 20 3,507$ 20 170$ -$ 3,677$ Basic Issue Construction Documents -$ -$ -$ -$ -$ -$ -$ -$ BasicConstruction Phase-$ -$ -$ -$ Basic General and PM 6 1 7 1,716$ 7 545.5 687$ -$ 2,403$ Basic Preconstruction Meeting 2 2 4 847$ 4 34$ -$ 881$ Basic Project Administration -$ -$ -$ -$ Basic Site Visits (Monthly) -$ -$ -$ -$ Basic Submittal Review and Manage 2 40 8 50 8,299$ 50 425$ -$ 8,724$ Basic CO / FO Issue and Manage -$ -$ -$ -$ Basic Substantial Inspection -$ -$ -$ -$ Basic Final Inspection -$ -$ -$ -$ Basic Record Drawings 4 16 20 3,665$ 20 170$ -$ 3,835$ Basic Project Close out 4 4 1,023$ 4 34$ -$ 1,057$ -$ -$ -$ -$ Special TxDOT Coordination -$ -$ -$ -$ Special Coordination Meetings 16 16 32 6,772$ 32 761 1,147$ -$ 7,920$ Special UIR Submittal 2 4 6 12 2,305$ 12 102$ -$ 2,407$ Special UIR Re-submittal 2 4 4 10 1,930$ 10 85$ -$ 2,015$ Special SUA Cost 12 12 2,009$ 12 102$ -$ 2,111$ Special SUA easements 2 8 10 1,851$ 10 85$ -$ 1,936$ Special SUA submittal 6 24 16 46 8,549$ 46 391$ -$ 8,940$ Special SUA resubmittal 4 16 12 32 5,949$ 32 272$ -$ 6,221$ -$ -$ -$ -$ Special Easement Research -$ -$ -$ -$ Special PM Coordination 2 2 492$ 2 53 78$ -$ 570$ Special Sub work -$ -$ 7,200 8,280$ 8,280$ -$ -$ -$ -$ Special Boundary Survey -$ -$ -$ -$ Special PM Coordination 2 2 492$ 2 18.5 38$ -$ 530$ Special Sub work -$ -$ 19,800 22,770$ 22,770$ -$ -$ -$ -$ Special Topographical Survey -$ -$ -$ -$ Special PM Coordination/ QC 2 2 4 852$ 4 1248$ -$ 900$ Special Sub Work -$ -$ 70,000 80,500$ 80,500$ -$ -$ -$ -$ Special Easement Documents -$ -$ -$ -$ Special PM Coordination/ QC 2 2 4 814$ 4 97146$ -$ 960$ Special Sub work -$ -$ 9,600 11,040$ 11,040$ -$ -$ -$ -$ Special SUE -$ -$ -$ -$ Special PM Coordination 1 2 3 568$ 3 33 63$ -$ 631$ Special Level A -$ -$ 13,500 15,525$ 15,525$ Special PM Coordination 1 2 3 568$ 3 26$ -$ 594$ Special Level B -$ -$ 10,000 11,500$ 11,500$ -$ -$ -$ -$ Special Environmental Services -$ -$ -$ -$ Special Compile info 2 2 2 6 956$ 6 51$ -$ 1,007$ Special Conduct site visit 8 8 16 2,752$ 16 50 511.5 753$ -$ 3,505$ Special Prepare tech memo 1 16 6 23 4,410$ 23 196$ -$ 4,606$ Special THC coordination 12 12 2,208$ 12 102$ -$ 2,310$ Special Project team coordination 2 1 4 2 9 1,846$ 9 77$ -$ 1,923$ -$ -$ -$ -$ -$ -$ -$ -$ 150 385 589 23 13 8 2 30 12 8 12 5 1,237 1,237 50 - - - - - - - 4,340 106,600$ 23,500$ -$ $ 37,756 $ 64,084 $ 109,678 $ 5,835 $ 3,743 $ 1,090 $ 492 $ 6,300 $ 1,608 $ 1,072 $ 2,208 $ 884 234,750$ 10,515$ 29$ -$ -$ -$ -$ -$ -$ -$ 4,991$ 15,535$ 122,590$ 27,025$ -$ 149,615$ 399,900$ Basic Services201,200 Special Services198,700 Total Project399,900 Basic ServicesSpecial ServicesTotal Project198,700$ 399,900$ 201,200$ Basic Services201,200 Special Services198,700 Total Project399,900 Total EffortTotal HoursTotal Labor EffortTotal Expense EffortTotal Sub EffortTech Charge Miles Meals Hotel OtherB&W (sheet) Color (sheet)Lg Format - Glossy/Mylar - B&W (sq. ft.)Total EffortTotal Hours / QuantityBinding (each)Lg Format - Bond - B&W (sq. ft.)Phase Task Task DescriptionBasic or Special1519 CobbFendley Sub Name 31 of 1 T:\3.0 DESIGN\3.02 Design-Reg_Legal\SUA\Reimbursements\Attachment 4 - Consulting Engineer Invoice\Fee Spreadsheet - 1461 WL-7-7-2022 4/4/2025Page 90Item 6.
6136 Frisco Square Blvd., Suite 375 + Frisco, Texas 75034 + 972-624-9201 + FAX 817-735-7491
www.freese.com
ATTACHMENT CO
Hourly Rate
Professional 1 134
Professional 2 161
Professional 3 184
Professional 4 210
Professional 5 246
Professional 6 281
Construction Manager 1 107
Construction Manager 2 139
Construction Manager 3 164
Construction Manager 4 203
CAD Technician/Designer 1 113
CAD Technician/Designer 2 148
CAD Technician/Designer 3 180
Corporate Project Support 1 109
Corporate Project Support 2 131
Corporate Project Support 3 174
Intern / Coop 66
Senior Advisor 175
Rates for In-House Services and Equipment
Mileage Bulk Printing and Reproduction Equipment
Standard IRS Rates B&W Color Valve Crew Vehicle (hour) $75
Small Format (per copy) $0.10 $0.25 Pressure Data Logger (each) $200
Technology Charge Large Format (per sq. ft.) Water Quality Meter (per day) $100
$8.50 per hour Bond $0.25 $0.75 Microscope (each) $150
Glossy / Mylar $0.75 $1.25 Pressure Recorder (per day) $100
Vinyl / Adhesive $1.50 $2.00 $275
Coating Inspection Kit (per day) $275
Mounting (per sq. ft.) $2.00 Flushing / Cfactor (each) $500
Binding (per binding) $0.25 Backpack Electrofisher (each) $1,000
Survey Grade Standard
Drone (per day) $200 $100
GPS (per day) $150 $50
OTHER DIRECT EXPENSES:
These ranges and/or rates will be adjusted annually in February. Last updated 2021.
5022021
Position
Other direct expenses are reimbursed at actual cost times a multiplier of 1.15. They include outside printing and
reproduction expense, communication expense, travel, transportation and subsistence away from the FNI office. For
other miscellaneous expenses directly related to the work, including costs of laboratory analysis, test, and other work
required to be done by independent persons other than staff members, these services will be billed at a cost times a
multipler of 1.15. For Resident Representative services performed by non-FNI employees and CAD services performed In-
house by non-FNI employees where FNI provides workspace and equipment to perform such services, these services will
be billed at cost times a multiplier of 2.0. This markup approximates the cost to FNI if an FNI employee was performing
the same or similar services.
Compensation to FNI for Basic Services in Attachment SC shall be the lump sum of Two Hundred One Thousand Two
Hundred Dollars ($201,200).
Compensation to FNI for Special Services in Attachment SC shall be computed on the basis of the following Schedule of
Charges, but shall not exceed One Hundred Ninety Eight Thousand Seven Hundred Dollars ($198,700).
If FNI sees the Scope of Services changing so that Additional Services are needed, including but not limited to those
services described as Additional Services in Attachment SC, FNI will notify OWNER for OWNER's approval before
proceeding. Additional Services shall be computed based on the following Schedule of Charges.
COMPENSATION
Ultrasonic Thickness Guage (per day)
Page 91
Item 6.
Employee Unit Quantity Rate Costs
Engineering Costs
Project Manager Hrs 200 50.00$ 10,000.00$
Transportation Miles 100 0.70$ 70.00$
Engineer Total 10,070.00$
Inspection Costs
Senior Inspector Hrs 675 62.00$ 41,850.00$
Transportation Miles 200 0.70$ 140.00$
41,990.00$
52,060.00$
Town of Prosper FM 1461/Frontier Pkwy 12” Water Line Relocation
Inspection Total
Town of Prosper Total
Page 92
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 6
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “B”
Accounting Method
Actual Cost Method of Accounting
The utility accumulates cost under a work order accounting procedure prescribed by the
Federal or State regulatory body and proposes to request reimbursement for actual
direct and related indirect costs.
Lump Sum Method of Accounting
The Utility proposed to request reimbursement based on an agreed lump sum amount
supported by a detailed cost analysis.
Page 93
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 7
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “C”
Schedule of Work
Estimated Start Date (mm/dd/yyyy): 08/04/2025, subject to physical work restrictions
prior to the issuance of environmental clearance as required by the provisions of this
agreement. (If construction will be joint bid and included in the highway contract, enter
the project let date.)
Estimated Duration (number of days): 291
Estimated Completion Date (mm/dd/yyyy): 05/22/2026
Page 94
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 8
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “D”
Statement Covering Contract Work
Construction Contract: Complete form ROW-U-48 and ROW-U-48-1 if applicable.
Utility performing with their own forces (timesheets will be required at the time of billing).
Utility will use outside forces to perform the adjustment, complete attached ROW-U-48
or ROW-U-48-1 (joint bid).
Engineering Contract:
Utility performing with their own forces (timesheets will be required at the time of billing).
Utility will use consultant contract (continuing contract rate sheets or fee schedule will
be required).
TxDOT will procure a utility engineering consultant.
Page 95
Item 6.
STP 2B20(312)
Page 96
Item 6.
Freese and Nichols, Inc.Town of Prosper Project Fee Summary Project Fee Summary Project Fee SummaryFrontier Pkwy Water Line7/7/2022Detailed Cost BreakdownTasks Labor Expenses Subconsultants TotalClayton Barnard Mitchell Sawtelle Robert Martin Jim Baddaker Alan Hutson Jane Jenks Michael Votaw Richard Aldredge Wes Wiegreffe Melissa Kinzer Brian King Derek GiananPM DE CAD QC QA CA ES QC ES Lead ES Support ES GIS ARCH scheduler$246 $161 $180 $246 $281 $131 $246 $210 $134 $134 $184 $174-$ -$ -$ -$ BasicConcept Design-$ -$ -$ -$ BasicGeneral and PM323358,394$ 35518893$ -$ 9,287$ BasicInternal kickoff1111151,114$ 543$ -$ 1,157$ BasicExternal kickoff2461,136$ 651$ -$ 1,187$ BasicObtain and Review Data416203,524$ 20170$ -$ 3,694$ BasicAccess Letters66966$ 651$ -$ 1,017$ BasicDevelop Alignment options2624325,778$ 32272$ -$ 6,050$ BasicField review464142,670$ 14119$ -$ 2,789$ BasicUtility coordination meeting22492$ 217$ -$ 509$ BasicDevelop roll plot24608414,957$ 84714$ -$ 15,671$ BasicDevelop OPCC28101,780$ 1085$ -$ 1,865$ BasicQA/QC444123,092$ 12102$ -$ 3,194$ BasicSubmit to Town4481,364$ 868$ -$ 1,432$ BasicReview meeting224814$ 434$ -$ 848$ -$ -$ -$ -$ BasicFinal Design-$ -$ -$ -$ BasicGeneral and PM121133,251$ 1310041,265$ -$ 4,516$ BasicPrepare 60% Plans42412014827,506$ 1481,258$ -$ 28,764$ BasicIncorporate TxDOT, franchise 812203,586$ 20170$ -$ 3,756$ Basic Spec TOC 1 2 3 591$ 3 26$ -$ 616$ Basic OPCC 6 6 1,005$ 6 51$ -$ 1,056$ Basic Midpoint QA/QC 4 6 4 14 3,727$ 14 119$ -$ 3,846$ Basic Design submittal 8 12 20 3,586$ 20 170$ -$ 3,756$ Basic Review Meeting 2 4 6 1,181$ 6 51$ -$ 1,232$ Basic Prepare 90% Plans 4 48 160 212 39,012$ 2121,802$ -$ 40,814$ Basic Prepare Technical Specs 2 16 18 3,191$ 18 153$ -$ 3,344$ Basic Final QA/QC Constructability 4 12 4 20 5,262$ 20 170$ -$ 5,432$ Basic 90% Design Submittal 16 32 48 8,669$ 48 408$ -$ 9,077$ Basic Review meeting 2 4 6 1,181$ 6 51$ -$ 1,232$ Basic Prepare final Plans 2 24 80 106 19,506$ 106 901$ -$ 20,407$ -$ -$ -$ -$ BasicBid Phase-$ -$ -$ -$ Basic General and PM 2 2 512$ 2 786.5 921$ -$ 1,433$ Basic Bid Notification and Advertisement -$ -$ -$ -$ Basic Manage Bidder Questions 2 12 14 2,521$ 14 119$ -$ 2,640$ Basic Bid Processing -$ -$ -$ -$ Basic Bid Recomendation -$ -$ -$ -$ Basic Construction Documents / Conform 12 8 20 3,507$ 20 170$ -$ 3,677$ Basic Issue Construction Documents -$ -$ -$ -$ -$ -$ -$ -$ BasicConstruction Phase-$ -$ -$ -$ Basic General and PM 6 1 7 1,716$ 7 545.5 687$ -$ 2,403$ Basic Preconstruction Meeting 2 2 4 847$ 4 34$ -$ 881$ Basic Project Administration -$ -$ -$ -$ Basic Site Visits (Monthly) -$ -$ -$ -$ Basic Submittal Review and Manage 2 40 8 50 8,299$ 50 425$ -$ 8,724$ Basic CO / FO Issue and Manage -$ -$ -$ -$ Basic Substantial Inspection -$ -$ -$ -$ Basic Final Inspection -$ -$ -$ -$ Basic Record Drawings 4 16 20 3,665$ 20 170$ -$ 3,835$ Basic Project Close out 4 4 1,023$ 4 34$ -$ 1,057$ -$ -$ -$ -$ Special TxDOT Coordination -$ -$ -$ -$ Special Coordination Meetings 16 16 32 6,772$ 32 761 1,147$ -$ 7,920$ Special UIR Submittal 2 4 6 12 2,305$ 12 102$ -$ 2,407$ Special UIR Re-submittal 2 4 4 10 1,930$ 10 85$ -$ 2,015$ Special SUA Cost 12 12 2,009$ 12 102$ -$ 2,111$ Special SUA easements 2 8 10 1,851$ 10 85$ -$ 1,936$ Special SUA submittal 6 24 16 46 8,549$ 46 391$ -$ 8,940$ Special SUA resubmittal 4 16 12 32 5,949$ 32 272$ -$ 6,221$ -$ -$ -$ -$ Special Easement Research -$ -$ -$ -$ Special PM Coordination 2 2 492$ 2 53 78$ -$ 570$ Special Sub work -$ -$ 7,200 8,280$ 8,280$ -$ -$ -$ -$ Special Boundary Survey -$ -$ -$ -$ Special PM Coordination 2 2 492$ 2 18.5 38$ -$ 530$ Special Sub work -$ -$ 19,800 22,770$ 22,770$ -$ -$ -$ -$ Special Topographical Survey -$ -$ -$ -$ Special PM Coordination/ QC 2 2 4 852$ 4 1248$ -$ 900$ Special Sub Work -$ -$ 70,000 80,500$ 80,500$ -$ -$ -$ -$ Special Easement Documents -$ -$ -$ -$ Special PM Coordination/ QC 2 2 4 814$ 4 97146$ -$ 960$ Special Sub work -$ -$ 9,600 11,040$ 11,040$ -$ -$ -$ -$ Special SUE -$ -$ -$ -$ Special PM Coordination 1 2 3 568$ 3 33 63$ -$ 631$ Special Level A -$ -$ 13,500 15,525$ 15,525$ Special PM Coordination 1 2 3 568$ 3 26$ -$ 594$ Special Level B -$ -$ 10,000 11,500$ 11,500$ -$ -$ -$ -$ Special Environmental Services -$ -$ -$ -$ Special Compile info 2 2 2 6 956$ 6 51$ -$ 1,007$ Special Conduct site visit 8 8 16 2,752$ 16 50 511.5 753$ -$ 3,505$ Special Prepare tech memo 1 16 6 23 4,410$ 23 196$ -$ 4,606$ Special THC coordination 12 12 2,208$ 12 102$ -$ 2,310$ Special Project team coordination 2 1 4 2 9 1,846$ 9 77$ -$ 1,923$ -$ -$ -$ -$ -$ -$ -$ -$ 150 385 589 23 13 8 2 30 12 8 12 5 1,237 1,237 50 - - - - - - - 4,340 106,600$ 23,500$ -$ $ 37,756 $ 64,084 $ 109,678 $ 5,835 $ 3,743 $ 1,090 $ 492 $ 6,300 $ 1,608 $ 1,072 $ 2,208 $ 884 234,750$ 10,515$ 29$ -$ -$ -$ -$ -$ -$ -$ 4,991$ 15,535$ 122,590$ 27,025$ -$ 149,615$ 399,900$ Basic Services201,200 Special Services198,700 Total Project399,900 Basic ServicesSpecial ServicesTotal Project198,700$ 399,900$ 201,200$ Basic Services201,200 Special Services198,700 Total Project399,900 Total EffortTotal HoursTotal Labor EffortTotal Expense EffortTotal Sub EffortTech Charge Miles Meals Hotel OtherB&W (sheet) Color (sheet)Lg Format - Glossy/Mylar - B&W (sq. ft.)Total EffortTotal Hours / QuantityBinding (each)Lg Format - Bond - B&W (sq. ft.)Phase Task Task DescriptionBasic or Special1519 CobbFendley Sub Name 31 of 1 T:\3.0 DESIGN\3.02 Design-Reg_Legal\SUA\Reimbursements\Attachment 4 - Consulting Engineer Invoice\Fee Spreadsheet - 1461 WL-7-7-2022 4/4/2025Page 97Item 6.
6136 Frisco Square Blvd., Suite 375 + Frisco, Texas 75034 + 972-624-9201 + FAX 817-735-7491
www.freese.com
ATTACHMENT CO
Hourly Rate
Professional 1 134
Professional 2 161
Professional 3 184
Professional 4 210
Professional 5 246
Professional 6 281
Construction Manager 1 107
Construction Manager 2 139
Construction Manager 3 164
Construction Manager 4 203
CAD Technician/Designer 1 113
CAD Technician/Designer 2 148
CAD Technician/Designer 3 180
Corporate Project Support 1 109
Corporate Project Support 2 131
Corporate Project Support 3 174
Intern / Coop 66
Senior Advisor 175
Rates for In-House Services and Equipment
Mileage Bulk Printing and Reproduction Equipment
Standard IRS Rates B&W Color Valve Crew Vehicle (hour) $75
Small Format (per copy) $0.10 $0.25 Pressure Data Logger (each) $200
Technology Charge Large Format (per sq. ft.) Water Quality Meter (per day) $100
$8.50 per hour Bond $0.25 $0.75 Microscope (each) $150
Glossy / Mylar $0.75 $1.25 Pressure Recorder (per day) $100
Vinyl / Adhesive $1.50 $2.00 $275
Coating Inspection Kit (per day) $275
Mounting (per sq. ft.) $2.00 Flushing / Cfactor (each) $500
Binding (per binding) $0.25 Backpack Electrofisher (each) $1,000
Survey Grade Standard
Drone (per day) $200 $100
GPS (per day) $150 $50
OTHER DIRECT EXPENSES:
These ranges and/or rates will be adjusted annually in February. Last updated 2021.
5022021
Position
Other direct expenses are reimbursed at actual cost times a multiplier of 1.15. They include outside printing and
reproduction expense, communication expense, travel, transportation and subsistence away from the FNI office. For
other miscellaneous expenses directly related to the work, including costs of laboratory analysis, test, and other work
required to be done by independent persons other than staff members, these services will be billed at a cost times a
multipler of 1.15. For Resident Representative services performed by non-FNI employees and CAD services performed In-
house by non-FNI employees where FNI provides workspace and equipment to perform such services, these services will
be billed at cost times a multiplier of 2.0. This markup approximates the cost to FNI if an FNI employee was performing
the same or similar services.
Compensation to FNI for Basic Services in Attachment SC shall be the lump sum of Two Hundred One Thousand Two
Hundred Dollars ($201,200).
Compensation to FNI for Special Services in Attachment SC shall be computed on the basis of the following Schedule of
Charges, but shall not exceed One Hundred Ninety Eight Thousand Seven Hundred Dollars ($198,700).
If FNI sees the Scope of Services changing so that Additional Services are needed, including but not limited to those
services described as Additional Services in Attachment SC, FNI will notify OWNER for OWNER's approval before
proceeding. Additional Services shall be computed based on the following Schedule of Charges.
COMPENSATION
Ultrasonic Thickness Guage (per day)
Page 98
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 9
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “E”
Utility Joint Use Agreement – (ROW-U-JUA) and/or
RULIS Permit
Utility Joint Use Agreement (ROW–U–JUA)
Plans with joint use area highlighted are included.
RULIS Permit Number: 00002/20250711/409266/548519/UP
The utility should obtain an approved permit before the start of
construction inside of the highway right of way.
Quitclaim will be submitted at the Final Billing
Page 99
Item 6.
Date:07-31-2025
Application/Permit
No.:00002/20250711/409266/548519/UP
District:Dallas
UTILITY PERMIT APPROVAL
TO:Heischman Dani el
Town of Prosper
250 W First
Prosper,75078
Highway Control
Section
Maintenance
Section County
FM1461-K: From milepost 586-0.497 To milepost 588+0.335 1973-01 Collin
FM1461-K: From the intersecti on SH 289 At the intersection FM
2478 1973-01 Collin
Schedule D ates: from 07/31/2025 to 01/31/2026
TxDOT offers no objecti on to the locati on on the right-of-way of your proposed utility installation, as described by Notice of
Proposed Utili ty Installati on No. 00002/20250711/409266/548519/UP dated
07/14/2025 and accompanying documentation, except as noted below.
APPROVED WITH NO LANE C LOSURE APPLICANT MUST FILL OUT A PERMIT NOTIFICATION AND NOTIFY
CHRIS.DAC US@TXD OT.GOV 48hrs before star ng work. Approved. The proposed u lity work is not in conflict with
TxDOT construc on project. TXD OT standard TCP 1-1 is required to do this work, only txdot tcps are allowed on txdot
roads, it must be submi ted and approved prior to construc on. Extra cau on should be taken when boring under TxDOT’s
road to make sure not to damage the road. Temporary and construc on entrances are not part of the u lity permi ng
process and must be appli ed for separately. Please contact TxDOT COLLIN COUNTY MAINTENANCE SUPERVISOR
Derick Davis@972-547-2326. It i s understood that it is the responsibility of the u lity owner to contact TxDOT 48 hrs prior
to the start of construc on using the RULIS System and by email or phone call to the area office U lity Coordinator. It is
also the owners responsibi lity to contact TxDOT once the construc on is complete. SHOULD THIS INSTALLATION
RESULT IN CONFLIC T WITH FUTURE C ONSTRUCTION, YOU WILL BE REQUIRED TO REMOVE AND RELOCATE
THE FACILITIES, I.E. FIBER/C OPPER LINES/POLES, PIPE/CONDUIT, HANDHOLES, MANHOLES, CABINETS,
CHECK VALVES, METERS, ETC . MUST BE PLACED IN COORDINATION WITH THE NEW PROPOSED/FUTURE,
FINAL GRADES/ELEVATIONS, ROW LIMITS, AND OTHER UTILITIES AT YOUR EXPENSE.
Special Provisions:
You are required to noti fy TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection
and coordinati on of workdays and traffi c control plans. Use the RULIS website for the 48-hour notification. DO NOT start
construction unti l you have coordi nated the construction start date and inspection with TxDOT. You are also required to
keep a copy of this Approval and any approved amendments at the job site.
When installi ng utili ty li nes on controlled-access highways, access for serving this installation shall be limited to access via
(a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right-
of-way lines, connecti ng only to intersecti ng roads; from any one or all of which entry may be made to the outer portion of the
highway ri ght-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the
through-traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public
except, however, if an emergency occurs and usual means of access for routine service operations will not permit the
immediate acti on requi red by the Utili ty Installation Owner in making emergency repairs as required for the safety and
welfare of the publi c, the Uti lity Owners shall have a temporary right of access to and from the through-traffic roadways and
ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility
Installati on Owner when such repai rs are i ni tiated and adequate provision is made by the Utility Installation Owner for the
conveni ence and safety of hi ghway traffi c.
The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum
inconveni ences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the
requi rements as set forth herein, the State may take such action as it deems appropriate to compel compliance.
SME - Utility Coordinator Review
Utili ty Permit Approval - Permit number: 00002/20250711/409266/548519/UP
D ate of Approval: 07-31-2025
1/2Page 100
Item 6.
Review Answer:Require Addi ti onal Information
Response text: reassigni ng
SME - Utility Coordinator Review
Review Answer:Require Addi ti onal Information
Response text: Please include your TC Ps.
SME - Utility Coordinator Review
Review Answer:Recommend Approval
Response text: APPROVED WITH NO LANE CLOSURE
APPLICANT MUST FILL OUT A PERMIT NOTIFICATION AND NOTIFY CHRIS.DACUS@TXDOT.GOV 48hrs before
star ng work.
Approved. The proposed u li ty work i s not in conflict with TxDOT construc on project. TXDOT standard TCP 1-1 is
required to do this work, only txdot tcps are allowed on txdot roads, it must be submited and approved prior to
construc on. Extra cau on should be taken when boring under TxDOT’s road to make sure not to damage the road.
Temporary and construc on entrances are not part of the u lity permi ng process and must be applied for separately.
Please contact TxDOT C OLLIN C OUNTY MAINTENANCE SUPERVISOR Derick Davis@972-547-2326. It is understood
that it is the responsi bili ty of the u li ty owner to contact TxDOT 48 hrs prior to the start of construc on using the RULIS
System and by email or phone call to the area office U lity Coordinator. It is also the owners responsibility to contact
TxD OT once the construc on is complete.
SHOULD THIS INSTALLATION RESULT IN CONFLICT WITH FUTURE CONSTRUCTION, YOU WILL BE REQUIRED
TO REMOVE AND RELOCATE THE FAC ILITIES, I.E. FIBER/COPPER LINES/POLES, PIPE/CONDUIT, HANDHOLES,
MANHOLES, CABINETS, C HEC K VALVES, METERS, ETC. MUST BE PLACED IN COORDINATION WITH THE NEW
PROPOSED/FUTURE, FINAL GRAD ES/ELEVATIONS, ROW LIMITS, AND OTHER UTILITIES AT YOUR EXPENSE.
SME ATTACHMENTS:
Included attachments:
SME Answers Summary 3058204.pdf
SME Answers Summary 3052053.pdf
SME Answers Summary 3050953.pdf
Utili ty Permit Approval - Permit number: 00002/20250711/409266/548519/UP
D ate of Approval: 07-31-2025
2/2Page 101
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 10
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “F”
Eligibility Ratio
Eligibility Ratio established: 89.69 %
Non-interstate Highway (Calculations attached)
Interstate Highway
Toll Road
SP2125 Approved Application (100%)
Minute Order #:
Master Utility Agreement
ROW Utility Manual Chapter 8, Section 2
In developing the ratio, line length or number of poles is restricted to facilities located
within the existing and proposed highway right of way. Facilities located outside the
existing and proposed right of way limits will not be used in developing the ratio.
Please see example of eligibility ratio calculations below.
Plan Sheet or
Page#
In Easement
(Eligible)
Existing # of Poles
or LF
In Public ROW
(Ineligible)
Existing # of Poles
or LF
1 0 0
2 84 22
3 90 385
4 238 96
Totals 412 503
Total Existing # of Poles or LF (Eligible) 412
Total Existing # of Poles or LF (Ineligible) 503
Total Existing # of Poles or LF 915
Total Existing # of Poles or LF (Eligible)
divided by the Total Existing # of Poles or LF 45.03%
Page 102
Item 6.
Plan Sheet or
Page #
In Easement
(Eligible)
Existing # of Poles
or LF
In Public ROW
(Ineligible)
Existing # of Poles
or LF
WL-1 480 0
WL-2 450 0
WL-3 450 0
WL-4 450 0
WL-5 450 0
WL-6 450 0
WL-7 450 0
WL-8 450 0
WL-9 450 0
WL-10 450 0
WL-11 441 0
WL-12 53 426
WL-13 237 213
WL-14 450 0
WL-15 450 0
WL-16 450 0
WL-17 450 0
WL-18 450 0
WL-19 450 0
WL-20 450 0
WL-21 450 0
WL-22 441 0
WL-23 443 0
WL-24 456 0
WL-25 450 0
WL-26 442 0
WL-27 447 0
WL-28 314 0
WL-29 450 0
WL-30 440 0
WL-31 255 192
WL-32 450 0
WL-33 450 0
WL-34 131 319
WL-35 0 433
WL-36 0 30
Totals 14030 1613
14030
1613
15643
89.69%
Total Existing # of Poles or LF (Eligible)
Total Existing # of Poles or LF (Ineligible)
Total Existing # of Poles or LF
Total Existing # of Poles or LF (Eligible)
Town of Prosper FM 1461 12" Water Line Relocation
RCSJ: 1973-01-018
U00026000
Eligibility Ratio Calculations
Page 103
Item 6.
12" Line To Be Relocated (FM 1461)Sheets WL-1 WL-2 WL-3 WL-4 WL-5 WL-6 WL-7 WL-8 WL-9 WL-10 WL-11 WL-12 WL-13 WL-14 WL-15 WL-16 WL-17 WL-18 WL-19 WL-20 WL-21 WL-22 WL-23 WL-24 WL-25 WL-26 WL-27 WL-28 WL-29 WL-30 WL-31 WL-32 WL-33 WL-34 WL-35 WL-36 TotalReimbursable Length of Existing Line (Btwn Ex. & Prop. ROW) to be replaced 480 450 450 450 450 450 450 450 450 450 441 53 237 450 450 450 450 450 450 450 450 441 443 456 450 442 447 314 450 440 255 450 450 131 0 0 14030Non-Reimbursable Length of Existing Line 0 0 0 0 0 0 0 0 0 0 0 426 213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 192 0 0 319 433 30 1613Total Length of Existing Line 480 450 450 450 450 450 450 450 450 450 441 479 450 450 450 450 450 450 450 450 450 441 443 456 450 442 447 314 450 440 447 450 450 450 433 30 15643Individual Eligibility Ratio (%) 89.69%Town of Prosper FM 1461 12" Water Line RelocationEligibility Ratio CalculationsU00026000RCSJ: 1973-01-018Page 104Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 11
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “G”
Betterment Calculation and Estimate
Elective Betterment Ratio established: %
Calculation is attached and the justification is included below
A betterment and an in-kind estimate are included
Forced Betterment
To comply with regulated industry standards, laws, and
regulations. (Supporting documentation required)
To comply with published current design practice followed by the
utility in its own work. (Supporting documentation required)
Due to proposed roadway design. (Provide explanation below)
Not Applicable
A statement explaining Elective and/or Forced Betterment:
Page 105
Item 6.
Form ROW-U-35 (Rev. 03/24)
Page 12
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “H”
Proof of Property Interest
Supporting documentation of compensable property interest that establishes
reimbursement eligibility as referenced in Texas Transportation Code §203.092.
Property interest documented through applicable affidavits and required
attachments.
ROW-U-Affidavit
The roadway improvement project is designated as an Interstate Highway project;
therefore, no supporting documentation of compensable interest is required. Supporting
documentation for existing easements is required for easement replacement.
Toll Road (Supporting documentation of compensable property interest required if
more than 50% eligibility ratio is applied)
SP2125
Master Utility Agreement
Page 106
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020183 (P1)
Blue Star Land, LP
TxDOT ROW Station Number(s)
100+65.59 to 109+08.44
Easement Instrument Number
19971029000921180
Easement Volume and Page Number
Volume 4029, Page 1820
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Robert L. Taylor
Page 107
Item 6.
Page 108
Item 6.
Page 109
Item 6.
Page 110
Item 6.
Page 111
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020185 (P3)
Meritage Homes of Texas LLC
TxDOT ROW Station Number(s)
109+08.44 to 125+38.09
Easement Instrument Number
19971029000921180
Easement Volume and Page Number
Volume 4029, Page 1820
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Robert L. Taylor
Page 112
Item 6.
Page 113
Item 6.
Page 114
Item 6.
Page 115
Item 6.
Page 116
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020191 (P9)
Kevin & Emilee Fulton
TxDOT ROW Station Number(s)
125+38.09 to 128+14.31
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 117
Item 6.
Page 118
Item 6.
Page 119
Item 6.
Page 120
Item 6.
Page 121
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020192 (P10)
David & Donna Fenley
TxDOT ROW Station Number(s)
128+14.31 to 130+32.11
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 122
Item 6.
Page 123
Item 6.
Page 124
Item 6.
Page 125
Item 6.
Page 126
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020195 (P13)
John III & Sandra Foley
TxDOT ROW Station Number(s)
130+32.11 to 132+35.18
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 127
Item 6.
Page 128
Item 6.
Page 129
Item 6.
Page 130
Item 6.
Page 131
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
(P14)
Highland Meadows
TxDOT ROW Station Number(s)
132+35.18 to 133+15.18
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 132
Item 6.
Page 133
Item 6.
Page 134
Item 6.
Page 135
Item 6.
Page 136
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020197 (P15)
Anthony Louis & Courtney Ferrari
TxDOT ROW Station Number(s)
133+15.18 to 136+18.07
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 137
Item 6.
Page 138
Item 6.
Page 139
Item 6.
Page 140
Item 6.
Page 141
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020199 (P17)
Robert & Julie Menhart
TxDOT ROW Station Number(s)
136+18.07 to 140+32.39
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 142
Item 6.
Page 143
Item 6.
Page 144
Item 6.
Page 145
Item 6.
Page 146
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020201 (P19)
Faraz & Sarah Paul
TxDOT ROW Station Number(s)
140+32.39 to 145+26.14
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 147
Item 6.
Page 148
Item 6.
Page 149
Item 6.
Page 150
Item 6.
Page 151
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020204 (P22)
Christian Assembly of God
TxDOT ROW Station Number(s)
145+26.14 to 147+26.98
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 152
Item 6.
Page 153
Item 6.
Page 154
Item 6.
Page 155
Item 6.
Page 156
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020206 (P24)
Christian Assembly of God
TxDOT ROW Station Number(s)
147+26.98 to 150+44.57
Easement Instrument Number
19971029000921160
Easement Volume and Page Number
Volume 4029 Page 1813
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
FFF Preston Hills III, Ltd
by FFF Properties, Inc.
Page 157
Item 6.
Page 158
Item 6.
Page 159
Item 6.
Page 160
Item 6.
Page 161
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020210 (P28)
RL White Living Trust & Patricia
Frank
TxDOT ROW Station Number(s)
162+2.17 to 163+37.07
Easement Instrument Number
19971029000921150
Easement Volume and Page Number
Vol 4029 Pg 1810
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Randy L. White
Page 162
Item 6.
Page 163
Item 6.
Page 164
Item 6.
Page 165
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020213 (P31)
Jianming He & Cynthia Zheng
TxDOT ROW Station Number(s)
163+37.07 to 171+15.98
Easement Instrument Number
19971029000921170
Easement Volume and Page Number
Vol 4029 Pg 1817
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Steve Hansen
Page 166
Item 6.
Page 167
Item 6.
Page 168
Item 6.
Page 169
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020214 (P32 & 32E)
Da’Hood Trust
TxDOT ROW Station Number(s)
171+15.98 to 179+28.80
Easement Instrument Number
19971029000921200
Easement Volume and Page Number
Vol 4029 Pg 1827
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Gladwin W. Bithell and Winona
Bithell
Page 170
Item 6.
Page 171
Item 6.
Page 172
Item 6.
Page 173
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020215 (P33)
Michael D. Rogers & Krista M.
Rogers
TxDOT ROW Station Number(s)
179+28.80 to 183+01.32
Easement Instrument Number
19971029000921220
Easement Volume and Page Number
Vol 4029 Pg 1834
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Neal C. Small, Trustee
Page 174
Item 6.
Page 175
Item 6.
Page 176
Item 6.
Page 177
Item 6.
Page 178
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020216 (P34)
William F. Givens & Beverly D.
Givens
TxDOT ROW Station Number(s)
183+01.32 to 184+91.00
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 179
Item 6.
Page 180
Item 6.
Page 181
Item 6.
Page 182
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
(P35)
Gentle Creek
TxDOT ROW Station Number(s)
184+91.00 to 185+87.01
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 183
Item 6.
Page 184
Item 6.
Page 185
Item 6.
Page 186
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020220 (P38)
James Stiglets & Carley Stiglets
TxDOT ROW Station Number(s)
185+87.01 to 187+77.87
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 187
Item 6.
Page 188
Item 6.
Page 189
Item 6.
Page 190
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020267 (P39)
Edmond L. Peters & Joyce L. Peters
TxDOT ROW Station Number(s)
187+77.87 to 189+52.87
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 191
Item 6.
Page 192
Item 6.
Page 193
Item 6.
Page 194
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020269 (P41)
James David Latimer
TxDOT ROW Station Number(s)
189+52.87 to 191+27.87
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 195
Item 6.
Page 196
Item 6.
Page 197
Item 6.
Page 198
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020270 (42)
Ursula J. Ballard
TxDOT ROW Station Number(s)
191.27.87 to 193+02.88
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 199
Item 6.
Page 200
Item 6.
Page 201
Item 6.
Page 202
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020271 (P44)
Danny Paul Malone & Stacia Malone
TxDOT ROW Station Number(s)
193+02.88 to 194+83.14
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 203
Item 6.
Page 204
Item 6.
Page 205
Item 6.
Page 206
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020222 (P45)
Scott M. Zuehl & Christy Jo Zuehl
TxDOT ROW Station Number(s)
194+83.14 to 199+67.5
Easement Instrument Number
19971029000921190
Easement Volume and Page Number
Vol 4029 Pg 1824
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Prosper Land Company LLC
Page 207
Item 6.
Page 208
Item 6.
Page 209
Item 6.
Page 210
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020224 (P47)
Prosper Twin Creek Partners, LP
TxDOT ROW Station Number(s)
199+67.5 to 208+39.04
Easement Instrument Number
19981005001105610
Easement Volume and Page Number
Vol 4265 Pg 1980
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Suzann Vince
Page 211
Item 6.
Page 212
Item 6.
Page 213
Item 6.
Page 214
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020230 (P53)
Prosper Twin Creek Partners, LP
TxDOT ROW Station Number(s)
208+39.04 to 214+64.14
Easement Instrument Number
19981005001105620
Easement Volume and Page Number
Vol 4265 Pg 1983
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Goodie Goodie Drive In, Inc.
Page 215
Item 6.
Page 216
Item 6.
Page 217
Item 6.
Page 218
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020274 (P57)
Arshad Niaz
TxDOT ROW Station Number(s)
214+64.14 to 216+75.69
Easement Instrument Number
19981005001105630
Easement Volume and Page Number
Vol 4265 Pg 1986
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Paul L. Furr
Page 219
Item 6.
Page 220
Item 6.
Page 221
Item 6.
Page 222
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020275 (P58)
OM Frontier Estates LLC
TxDOT ROW Station Number(s)
216+75.69 to 229+19.55
Easement Instrument Number
19981005001105640
Easement Volume and Page Number
Vol 4265 Pg 1989
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Clarence G Furr
Page 223
Item 6.
Page 224
Item 6.
Page 225
Item 6.
Page 226
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020280 (P63)
Amberwood Farms HOA, Inc.
TxDOT ROW Station Number(s)
229+19.55 to 235+72.30
Easement Instrument Number
19981005001105650
Easement Volume and Page Number
Vol 4265 Pg 1992
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Amberwood Farm, LTD
Page 227
Item 6.
Page 228
Item 6.
Page 229
Item 6.
Page 230
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020237 (P71)
QSI Partners, LLC
TxDOT ROW Station Number(s)
245+80.20 to 248+04.29
Easement Instrument Number
20080324000343420
Easement Volume and Page Number
--/--/--
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Dana Litchford
Page 231
Item 6.
Page 232
Item 6.
Page 233
Item 6.
Page 234
Item 6.
Page 235
Item 6.
Page 236
Item 6.
Page 237
Item 6.
Page 238
Item 6.
Page 239
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020239 (P73)
Nancy Ann Cashon
TxDOT ROW Station Number(s)
248+04.29 to 249+38.41
Easement Instrument Number
200712030016115 0
Easement Volume and Page Number
--/--/--
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Duane Cashon
38.
Page 240
Item 6.
Page 241
Item 6.
Page 242
Item 6.
Page 243
Item 6.
Page 244
Item 6.
Page 245
Item 6.
Page 246
Item 6.
Page 247
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
P00020239 (P73)
Nancy Ann Cashon
TxDOT ROW Station Number(s)
249+38.41 to 252+73.02
Easement Instrument Number
20071203001611570
Easement Volume and Page Number
--/--/--
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Geneeva Cashon
Page 248
Item 6.
Page 249
Item 6.
Page 250
Item 6.
Page 251
Item 6.
Page 252
Item 6.
Page 253
Item 6.
Page 254
Item 6.
Page 255
Item 6.
TxDOT Highway
FM1461
TxDOT RCSJ#
1973-01-018
TxDOT U#
U00026000
TxDOT Parcel
(P75(E))
Prosper Self Storage
TxDOT ROW Station Number(s)
252+73.02 to 255+42.58
Easement Instrument Number
20071203001611560
Easement Volume and Page Number
--/--/--
Prior Property Right: Affidavit
Easement for Property Owner
Easement Grantor
Mike Hayes
Page 256
Item 6.
Page 257
Item 6.
Page 258
Item 6.
Page 259
Item 6.
Page 260
Item 6.
Page 261
Item 6.
Page 262
Item 6.
Page 263
Item 6.
Page 264
Item 6.
March 25, 2026
Texas Department of Transportation – Dallas District Utilities
c/o Irene Dominguez, Utility Coordinator
4777 East Highway 80
Mesquite, TX 75150
RE: Exception to SUA Policy Report
District: Dallas
County: Collin
Highway: FM 1461 Limits: From SH 289 to West of CO Rd 166
Federal Project: STP2B20(312)
CCSJ: 1973-01-015 ROWCSJ: 1973-01-018
Utility: Town of Prosper
Utility ID U00026000
Utility Permit No.: 00002/20250711/409266/548519/UP
The Town of Prosper hereby requests the following Exception(s) to Policy for Utility
Accommodation as described below:
Introduction:
The "Preliminary Utility Activities" project phase in utility coordination establishes a point in time
by which eligible costs for preliminary utility activities (i.e. utility investigations to determine the
necessity for required utility adjustments, design of utility relocation plans, and ordering materials
that require extended lead times) may be incurred. However, no physical adjustment of an eligible
utility facility can commence until appropriate agreement is executed. Prior to incurring any costs
for the actual adjustment of any utility facility, the project must have the appropriate authority to
proceed in addition to an executed utility agreement or date of eligibility.
Existing/Proposed Conditions:
The Town has an existing 12-inch water line that runs along the south side of the project from SH
289 (Preston Road) to Old Custer Road (formally FM 2478).
Requested Exception(s) to Policy:
1. What provisions of the Utility Accommodation Rules (UAR) and/or ROW Utilities
Manual cannot be met?
a. Reimbursement agreement was not executed prior to construction.
2. Why can’t the requirements be met?
a. To stay ahead of the TxDOT issued all clear date of June 2026, the Town’s
construction project was initiated while coordination was on-going.
Page 265
Item 6.
3. What provisions can be met?
a. All others
4. Brief description of alternative(s) considered that meet compliance, and the
reason(s) for eliminating each alternative:
a. Alternative 1:
i. N/A
b. Alternative 2:
i. N/A
5. What are the percentage and total dollar differences between the proposed
relocation cost vs. the relocation cost necessary to obtain compliance for each
alternative listed above?
a. Alternative 1:
i. N/A
b. Alternative 2:
i. N/A
6. What project delay and consequences would result in meeting the requirements for
each alternative listed above?
a. Alternative 1:
i. N/A
b. Alternative 2:
i. N/A
Exception, if granted, will not adversely affect:
1. Any highway appurtenances (structures, roadway, lighting, storm sewer etc.).
2. Safety, design, construction, operation, maintenance or stability of the roadway facility.
3. Operation of traffic lanes due to emergency repair, service or maintenance of Utility.
4. Present use or future expansion of the roadway. Any alternative location would be contrary
to the public interest.
5. Facility has the required vertical and horizontal clearances set out in the UAR.
Short narrative of why you feel this exception to policy should be approved.
While the eligibility ratio and Standard Utility Agreement details were being worked out, the Town
performed the project in good faith based upon previous documentation from TxDOT that prior
property rights had been received and determined to be acceptable (see attachment). This was
done to allow adequate time to be completed ahead of the revised TxDOT “All Clear” date of June
2026, which was in place when construction began.
Regards,
Lindy M. Higginbotham, P.E.
Senior Engineer, Capital Projects
Page 266
Item 6.
Page 267
Item 6.
Page 1 of 1
To: Mayor and Town Council
From: David Hoover, AICP, Director of Development Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Planned Development Ordinance for Mitchell Addition
Town Council Meeting – June 9, 2026
Strategic Visioning Priority: Ensure the Town's Commercial Corridors are Ready for
Development
Agenda Item:
Consider and act upon an Ordinance for a Planned Development for an Indoor Golf Simulator
Facility on a part of Block 2 of the Mitchell Addition, on 0.2± acre, located on the west side of
Coleman Street and 120± feet north of Fifth Street. (ZONE-25-0009)
Description of Agenda Item:
On April 28, 2026, the Town Council approved the proposed rezoning request by a vote of 6-0
(Councilmember Ray absent). An ordinance has been prepared accordingly.
Budget Impact:
There is no budgetary impact affiliated with this item.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form
and legality.
Attached Documents:
1. Ordinance
2. Ordinance Exhibits
Town Staff Recommendation:
Town Staff recommend the Town Council approve an Ordinance for a Planned Development for
an Indoor Golf Simulator Facility on a part of Block 2 of the Mitchell Addition, on 0.2± acre, located
on the west side of Coleman Street and 120± feet north of Fifth Street.
Proposed Motion:
I move to approve/deny an Ordinance for a Planned Development for an Indoor Golf Simulator
Facility on a part of Block 2 of the Mitchell Addition, on 0.2± acre, located on the west side of
Coleman Street and 120± feet north of Fifth Street.
PLANNING
Page 268
Item 7.
TOWN OF PROSPER, TEXAS ORDINANCE NO. 2026-XX
AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER,
TEXAS, AMENDING THE ZONING ORDINANCE BY REZONING A TRACT OF
LAND CONSISTING OF 0.23 ACRES MORE OR LESS, BEING A PART OF
BLOCK 2 OF THE MITCHELL ADDITION, SITUATED IN THE COLLIN COUNTY
SCHOOL LAND SURVEY, ABSTRACT 147, TOWN OF PROSPER, COLLIN
COUNTY TEXAS, FROM SINGLE FAMILY-15 (SF-15) TO PLANNED
DEVELOPMENT-137 (PD-137); PROVIDING FOR A PENALTY FOR THE
VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING
AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF
THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE
CAPTION HEREOF.
WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”) has
investigated and determined that the Zoning Ordinance should be amended; and
WHEREAS, the Town of Prosper, Texas (“Prosper”) has received a request (Case ZONE-
25-0009) from Jimit Patel and Christa Patel (“Applicants”), to rezone 0.23 acres of land, more or
less, situated in the Collin County School Land Survey, Abstract 147, in the Town of Prosper,
Collin County, Texas, and being more particularly described in Exhibit “A-1” and Exhibit “A-2”,
attached hereto and incorporated herein for all purposes; and
WHEREAS, the Town Council has investigated into and determined that the facts
contained in the request are true and correct; and
WHEREAS, all legal notices required for rezoning have been given in t he manner and
form set forth by law, and public hearings have been held on the proposed rezoning and all other
requirements of notice and completion of such zoning procedures have been fulfilled; and
WHEREAS, the Town Council has further investigated into and determined that it will be
advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth
below.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
PROSPER, TEXAS, THAT:
SECTION 1
Findings Incorporated. The findings set forth above are incorporated into the body of this
Ordinance as if fully set forth herein.
SECTION 2
Amendment to the Town’s Zoning Ordinance. The Town’s Zoning Ordinance is amended
as follows: The zoning designation of the below described property containing 0.23 acres of land,
more or less, in the Collin County School Land Survey, Abstract No. 147, Town of Prosper, Collin
County, Texas, and all streets, roads, and alleyways contiguous and/or adjacent thereto are
hereby zoned as Planned Development-52 and being more particularly described in Exhibit “A-1”
and Exhibit “A-2”, attached hereto and incorporated herein for all purposes as if set forth verbatim.
Page 269
Item 7.
Case No. ZONE-25-0009 Ordinance No. 2026-__, Page 2
The development plans, standards, and uses for the Property in this Planned
Development District shall conform to, and comply with (1) the Development Standards, attached
hereto as Exhibit C; (2) the Conceptual Plan, attached hereto as Exhibit D; (3) the Development
Schedule, attached hereto as Exhibit E; (4) the Conceptual Elevations, attached hereto as Exhibit
F; (5) the Open Space Plan, attached hereto as Exhibit G, all of which are incorporated herein for
all purposes as if set forth verbatim.
1. Approval of a Development Agreement, including, but not limited to, architectural
building materials.
Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted
and shall be filed and maintained as follows:
a. One (1) copy shall be filed with the Town Secretary and retained as an original record
and shall not be changed in any manner.
b. One (1) copy shall be filed with the Building Official and shall be maintained up to date
by posting thereon all changes and subsequent amendments for observation, issuing
building permits, certificates of compliance and occupancy, and enforcing the zoning
ordinance. Reproduction for information purposes may from time-to-time be made of
the official zoning district map.
SECTION 3
No Vested Interest/Repeal. No developer or property owner shall acquire any vested
interest in this Ordinance or in any other specific regulations contained herein. Any portion of this
Ordinance may be repealed by the Town Council in the manner provided for by law.
SECTION 4
Unlawful Use of Premises. It shall be unlawful for any person, firm, or corporation to make
use of said premises in some manner other than as authorized by this Ordinance, and shall be
unlawful for any person, firm, or corporation to construct on said premises any building that is not
in conformity with the permissible uses under this Zoning Ordinance.
SECTION 5
Penalty. Any person, firm, corporation, or business entity violating this Ordinance or any
provision of Prosper’s Zoning Ordinance, as amended, shall be deemed guilty of a misdemeanor,
and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars
($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate
offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from
filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it
pursuant to local, state, and federal law.
SECTION 6
Severability. Should any section, subsection, sentence, clause, or phrase of this
Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is
expressly provided that all remaining portions of this Ordinance shall remain in full force and
effect. Prosper hereby declares that it would have passed this Ordinance, and each section,
Page 270
Item 7.
Case No. ZONE-25-0009 Ordinance No. 2026-__, Page 3
subsection, clause, or phrase thereof irrespective of the fact that any one or more sections,
subsections, sentences, clauses, and phrases be declared unconstitutional or invalid.
SECTION 7
Savings/Repealing Clause. Prosper’s Zoning Ordinance, as amended, shall remain in full
force and effect, save and except as amended by this or any other Ordinance. All provisions of
any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict;
but such repeal shall not abate any pending prosecution for violation of the repealed ordinance,
nor shall the appeal prevent a prosecution from being commenced for any violation if occurring
prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in
full force and effect.
SECTION 8
Effective Date. This Ordinance shall become effective from and after its adoption and
publications as required by law.
DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE
TOWN OF PROSPER, TEXAS, ON THE 9TH DAY OF JUNE, 2026.
______________________________
David F. Bristol, Mayor
ATTEST:
_________________________________
Michelle Lewis Sirianni, Town Secretary
APPROVED AS TO FORM AND LEGALITY:
_________________________________
Terrence S. Welch, Town Attorney
Page 271
Item 7.
DESCRIPTION OF
0.231 ACRES OR 10,077 SQ FT.
Exhibit A-1
0.231 ACRE TRACT
BEING PART OF BLOCK 2, MITCHELL
ADDITION,
SITUATED IN THE COLLIN COUNTY
SCHOOL LAND SURVEY,
ABSTRACT NO. 147,
TOWN OF PROSPER, COLLIN COUNTY,
TEXAS
5/18/2023
Page 272
Item 7.
N 03°36'16" W 72.13'N 89°09'46" E 140.30'S 00°24'36" E 73.72'S 89°52'01" W 136.28'42.7'20.4'6.0'12.5'36.7'32.9'PART OF BLOCK 2,MITCHELL ADDITIONVOL. 107, PG. 588 P.R.C.C.T.0.231 ACRESOR 10,077 SQ. FEET21.3'
18.0'SINGLE STORYFRAME DWELLINGWOODDECKBRICK
CONCRETEPADCONCRETEPADCONCRETEPAD
GRAVELDRIVEWAYASPHAL
T ASPHAL
T
98.71' (TIE)
S 0°03'00" E
1/2" IRON ROD
FOUND1/2" IRON RODFOUND1/2" IRON RODFOUNDPOINT IN TREE2.5" GALVANIZED POSTBEARS S 03°36'16" E, 0.97'PLATTED 10' ALLEYN . C O L E M A N S T R E E T
(V A R I A B L E W I D T H R I G H T -O F -W A Y - V O L . 5 8 1 6 , P G . 2 4 4 3 P .R .C .C .T .)
(P R E S C R I P T I V E R I G H T -O F -W A Y - I N S T . 2 0 0 9 0 7 2 1 0 0 0 9 1 5 8 9 0 R .P .R .C .C .T . (1 0 .g .))36.4'37.0'LOT 3RMITCHELL ADDITIONVOL. 5816, PG. 2443 P.R.C.C.T.(CALL: WEST 131.5')(CALL: EAST 131.5')(CALL: N O RTH 72.5')
(CALL: SOUTH 72.5')
JAMES R IC HAR D SARTIN E T UXINST. #19 9 6 0 2 1 3 0 0 0117320 &INST. # 20110803000814390O.P.R.C .C.T.MANUEL PARGA & LINDIA PARGAVOL. 4956, 5994O.P.R.C.C.T.1/2" IRON RODFOUNDDEED LINE (PEREZ)POINT OF BEGINNING1/2" SQUARE TUBING FOUNDN(83): 7137363.98'E(83): 2487533.21'LOT 2RN 42°27'59" W13.38' (TIE)LIBRADO PEREZ ET UX.VOL. 1088, PG. 625 D.R.C.C.T.COLLIN COUNTY SCHOOL LAND SURVEY,ABSTRACT NO.
147COVERED
ENTRY
35' BUILDING LINE AREA OF DISCREPANCY502 SQ. FEETAREA OF DISCREPANCY6 SQ. FEET0.4'9.0'4.9'AREA OF DISCREPANCY60 SQ. FEET1.2'AREA OF DISCREPANCY13 SQ. FEET0.3'ELECTRICMETERFIREHYDRANTWATERVALVEGASMETERWATERMETERDEED LINE (SARTIN)6.1'1/2" SQUARE TUBINGFOUNDPROJECT NO. 230530PREPARED FORCAPITAL TITLE - PLANOSURVEY PLAT OFA 0.231 ACRE TRACT,BEING PART OF BLOCK 2, MITCHELL ADDITION,SITUATED IN THE COLLIN COUNTY SCHOOL LAND SURVEY, ASBTRACT NO. 147,TOWN OF PROSPER, COLLIN COUNTY, TEXASVOLUME 107, PAGE 588 P.R.C.C.T.To: FIRST NATIONAL TITLE INSURANCE COMPANY, CAPITAL TITLE, JIMIT PATEL, CHRISTINA PATEL, ENDEAVOR CAPITAL, LLC, LIBRADO PEREZAND MARIA PEREZ, The undersigned does hereby certify that the field notes hereon represent the results of a survey made on the ground under my directionand supervision and that the property legally described hereon is correct and that there are no visible discrepancies, conflicts, encroachments, overlapping ofimprovements, easements or right-of -way, except as shown hereon, the lines and dimensions of said property being as indicated. This survey is based ondeeds, easements and/or recorded plats and other records when furnished by the client or the clients representative, as well as significant and visiblemonuments found on the subject property and adjacent properties, field measurements and evidence of boundaries found on the ground. However, thiscertification is not a representation of warranty of title or guarantee of ownership. This survey was performed exclusively for the above mentioned parties. USEOF THIS SURVEY FOR ANY OTHER PURPOSE OR BY OTHER PARTIES SHALL BE AT THEIR RISK AND THE UNDERSIGNED IS NOT RESPONSIBLEFOR ANY LOSS RESULTING THEREFROM.I HEREBY STATE THAT THIS SURVEY WASPERFORMED UNDER MY DIRECT SUPERVISIONSURVEY DATE: 05-18-2023GARRETT JAMES SMELKERREGISTERED PROFESSIONAL LAND SURVEYORTEXAS REGISTRATION NO. 6870NOTES:1.) BEARINGS, COORDINATES, DISTANCE AND AREA SHOWN HEREON ARE GRIDBASED ON THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE,U.S. SURVEY FOOT, AS DETERMINED BY GPS OBSERVATIONS USING THEALLTERRA CENTRAL VRS NETWORK.2.) THIS SURVEY IS BASED ON OWNERSHIP AND EASEMENT INFORMATIONPROVIDED BY CLIENT, SURVEYOR DID NOT ABSTRACT SUBJECT TRACT ANDTHERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES THAT AFFECT THESUBJECT TRACT THAT ARE NOT SHOWN HEREON.3.) ADDRESS OF SUBJECT PARCEL: 207 N COLEMAN ST, PROSPER, TX 750784.) SUBJECT TRACT LIES WITHIN FLOOD ZONE 'X' OF THE FEDERAL EMERGENCYMANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS ACCORDING TO MAPNUMBER 48085C0235J EFFECTIVE ON 06/02/2009.5.) INSTRUMENT OF RECORD: DEED RECORDED IN VOLUME 1088, PAGE 625 OF THEDEED RECORDS OF COLLIN COUNTY, TEXAS ON DECEMBER 29, 1977.Research of Easements by this Surveyor was limited to a Title Policy Prepared by First NationalTitle Insurance Company, GF No. 23-735867-WB, Effective Date: April 26, 2023, 8:00 am andIssued May 3, 2023, 8:00 am.Schedule B item:10.e. Right of Way Easement executed by R.L. Mitchell etux to Texas Power and LightCompany, dated June 8, 1936, filed October 9, 1936, recorded in Volume 305, Page 555, RealProperty Records, Collin County, Texas.DOES APPEAR TO AFFECT (BLANKET IN NATURE)10.f. Right of Way Easement executed by Mrs. Anna Gregory to Texas Power and Light Company,dated June 8, 1936, filed October 9, 1936, recorded in Volume 305, Page 547, Real PropertyRecords, Collin County, Texas.DOES NOT APPEAR TO AFFECT10.g.Terms and provisions of Quitclaim Deed Agreement by and between Rick Perry,Governor of the State of Texas and Town of Prosper, Texas dated July 10, 2009, filed July 21,2009, recorded in CC#20090721000915890, Real Property Records, Collin County, Texas.AS SHOWN ON SURVEYSCALE: 1" =020'402020 10TBPELS FIRM# 101946632012 E. Randol Mill Rd, Suite 213Arlington, Texas 76011(817) 948-2667Info@americanmeridianllc.comLEGAL DESCRIPTION:BEING A 0.231 ACRE TRACT OF LAND SITUATED IN THE COLLIN COUNTY SCHOOLLAND SURVEY, ABSTRACT NUMBER 147, COLLIN COUNTY, TEXAS AND BEING ALL OFTHAT TRACT CONVEYED TO LIBRADO PEREZ ET UX IN VOLUME 1088, PAGE 625 OFTHE DEED RECORDS OF COLLIN COUNTY,TEXAS AND BEING A PART OF BLOCK 2 OFTHE MITCHELL ADDITION RECORDED IN VOLUME 107, PAGE 588 OF THE PLATRECORDS OF COLLIN COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS:BEGINNING AT A 1/2" SQUARE TUBING FOUND IN THE WEST LINE OF NORTHCOLEMAN STREET (A VARIABLE WIDTH RIGHT-OF-WAY) FOR THE SOUTHEASTCORNER OF SAID 0.231 ACRE TRACT, ALSO BEING THE NORTHEAST CORNER OF LOT3R OF THE MITCHELL ADDITION, AN ADDITION TO THE TOWN OF PROSPER, COLLINCOUNTY, TEXAS AS RECORDED IN VOLUME 5816, PAGE 2443 OF THE PLAT RECORDSOF COLLIN COUNTY, TEXAS AND HAVING A TEXAS COORDINATE SYSTEM OF 1983,NORTH CENTRAL ZONE, U.S. SURVEY FOOT GRID COORDINATE VALUE OFN: 7137363.98, E: 2487533.21 FEET FOR REFERENCE, FROM WHICH A 1/2" SQUARETUBING FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 3R BEARS S 00°03'00" E,A DISTANCE OF 98.71 FEET;THENCE FROM SAID POINT OF BEGINNING, DEPARTING THE WEST LINE OF NORTHCOLEMAN STREET, S 89°52'01" W, PASSING THE NORTHWEST CORNER OF SAID LOT3R AT A DISTANCE OF 134.08 FEET AND CONTINUING IN ALL A DISTANCE OF 136.28FEET TO A 1/2" IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID 0.231 ACRETRACT, ALSO BEING THE SOUTHEAST CORNER OF A TRACT OF LAND CONVEYED TOJAMES SARTIN ET UX UNDER INSTRUMENT NUMBER 19960213000117320 OF THEOFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS;THENCE, GENERALLY WITH A WOOD FENCE, N 03°36'16" W, PASSING A 2.5"GALVANIZED POST AT A DISTANCE OF 71.16 FEET AND CONTINUING IN ALL ADISTANCE OF 72.13 FEET TO A POINT IN A TREE IN THE SOUTH LINE OF A 10 FOOTALLEY FOR THE NORTHWEST CORNER OF SAID 0.231 ACRE TRACT, ALSO BEING THENORTHEAST CORNER OF SAID SARTIN TRACT, FROM WHICH A 1/2" IRON ROD FOUNDIN THE NORTH LINE OF SAID 10 FOOT ALLEY BEARS N 42°27'59" W, A DISTANCE OF13.38 FEET;THENCE, WITH THE SOUTH LINE OF SAID 10 FOOT ALLEY, N 89°09'46" E, A DISTANCEOF 140.30 FEET TO A 1/2" IRON ROD FOUND IN THE WEST LINE OF NORTH COLEMANSTREET FOR THE NORTHEAST CORNER OF SAID 0.231 ACRE TRACT, ALSO BEING THESOUTHEAST CORNER OF SAID 10 FOOT ALLEY, FROM WHICH A 1/2" IRON ROD FOUNDFOR THE NORTHEAST CORNER OF SAID 10 FOOT ALLEY BEARS N 00°24'36" W, ADISTANCE OF 10.00 FEET;THENCE, WITH THE WEST LINE OF NORTH COLEMAN STREET, S 00°24'36" E, ADISTANCE OF 73.72 FEET TO THE POINT OF BEGINNING, CONTAINING 0.231 ACRES OR10,077 SQ. FEET OF LAND, MORE OR LESS.05/18/2023TextExhibit A-2Zone 25-0009Prepared: 5/8/2023Page 273Item 7.
Zone 25-0009
Exhibit B
Le3er of Intent – Proposed Development
Owners: Christa and Jimit Patel
Address: 207 N Coleman St. Prosper TX, 77078
Current Zoning: Residential Single Family (SF-15)
Proposed Zoning: Recreational
Reference: 207 N. Coleman St Prosper, TX 75078
Project Description:
Owners (Christa and Jimit) purchased the home to bring a business to the Prosper downtown to
contribute to the Prosper downtown charm.
The current home will be renovated, and additional square footage will be added to the home.
Proposal: Renovate, and add to the existing structure to create a golf simulator business.
• Business Model
o Patrons purchase a monthly membership to access the building.
§ They can book the time they would like to use the bays.
§ Booking will be done via Trackman software (Trackman is the golf simulator) on an
app or website.
§ Time before and after will be factored in for the booking to ensure parking is not a
concern.
§ Once the member books a time, they will be sent a code to access the building, the
code is only valid for the time they have a reservation and will not be able to access
the building outside those times – thus further alleviating any parking concerns as
we would only have 4 members at a time (if fully booked) – Access provided an
access control panel.
o Members will not be able to bring friends, hence alleviating the concerns of having more
than one person at a bay.
§ This will be regulated by a signed membership contract.
• 4 simulator bays
o Each take about 500 Sq ft of space.
• Bathroom/Office/Hallway and Entry space to contribute to about 800 Sq ft.
Building: 2,992 Sq Ft
Proposed uses: Recreational
Parking: 6 parking spots (1.5 parking spaces per golf simulator)
Submitted by:
Christa and Jimit Patel
Page 274
Item 7.
ZONE 25-0009
Exhibit C
Development Standards
This tract shall develop under the regulation of the Downtown Retail (DTR) District as outlined in the
Town’s Zoning Ordinance as it exists or may be amended with the following conditions:
1.0 Permitted Uses
1.1 The permitted land use within this Planned Development District is as follows:
• Golf Simulator
o Business Model
§ Patrons purchase a monthly membership to access the building
§ They can book the time they would like to use the bays
§ Booking will be done via Trackman software (Trackman is the golf
simulator) on an app or website.
§ Time before and after will be factored in for the booking to ensure
parking is not a concern
§ Once the member books a time, they will be sent a code to access the
building, the code is only valid for the time they have a reservation and
will not be able to access the building outside those times – thus further
alleviating any parking concerns as we would only have 4 members at a
time (if fully booked) – Access provided an access control panel,
pictured below (Image A)
o 4 simulator bays
§ Each take about 500 Sq ft of space
o Bathroom/Office/Hallway and Entry space to contribute to about 800 Sq ft
2.0 Open Space
2.1 The open space requirements within this Planned Development District are as follows:
• 7% of open space required
• Open Space Plan provided to show how this would be calculated
3.0 Architectural Standards
3.1 The architectural standards within this Planned Development District are as follows:
• Exterior elevations shall be submitted to the Planning Division and are subject to the approval of
the Director of Development Services or his/her designee. All construction must have an
approved facade plan before issuance of a building permit.
• The primary building material will be fiber cement siding.
• Awnings will be architectural materials that complement the building such as metal roof or
shingle.
• Color will be Sherwin Williams Cascades or similar (See Color and Inspiration on Exhibit F)
Page 275
Item 7.
Image A:
Pin Pad for Door Access
Page 276
Item 7.
N 80°09'46" E 140.30'N03°36'16"W 72.13'S 89°52'01"W 136.28'S 00°24'36"E 73.72'
OH
NORTH COLEMANSTREETFIREHYDRANTWATERVALVE5' MEDIAN85' ROW8' X 22'PARALELLPARKING(TYPICAL)8' X 22'PARALELLPARKING(TYPICAL)10'SIDEWALK10'SIDEWALK10'SIDEWALK8' X 22'PARALELLPARKING(TYPICAL)8' X 22'PARALELLPARKING(TYPICAL)5'-0"SETBACK 5'SETBACK5' SETBACK68'5'9'-1034"20'24'20'PROPOSEDBUILDING2860 SQFT5 FEET REQUIREDLANDSCAPE PERIMETERPARKINGSPOTDRIVEWAYDRIVEWAYLANDSCAPE AREASITE DATA SUMMARY TABLECURRENT ZONING: A (Single Family - 15)PROPOSED ZONING: Planned DevelopmentPROPOSED USE: Golf SimulatorLOT AREA = 10,077.10 Sq FtGROSS BUILDING AREA = 2860 Sq FtBUILDING HEIGHT = 33’-1.5” (1 Story)LOT COVERAGE = 69.45 %FLOOR AREA RATIO = 69.45 %PARKING REQUIRED (1.5 Space per Simulator Bay) = 6 SpacesPARKING PROVIDED = 6 SpacesHANDICAP PARKING SPACES REQUIRED = 1 SpaceHANDICAP PARKING SPACES PROVIDED = 1 SpaceIMPERVIOUS SURFACE AREA = 6767 Sq FtOPEN SPACE PROVIDED = 1117.4 Sq FtLANDSCAPE AREA = 1961.4 Sq FtOPEN SPACE REQUIRED= 7% - 705 SQFTEXISTING 10' ALLEY5'FIRE LANE5 FEETREQUIREDLANDSCAPEPERIMETER5 FEET REQUIRED LANDSCAPE PERIMETER 5 FEET REQUIREDLANDSCAPE PERIMETER5 FEETREQUIREDLANDSCAPEPERIMETER22'17'-113 4"9'22'62'-214"18'-11"
3'-1014"5'-014"12'-112"87'-10"10'-1012"5'-812"5'LANDSCAPE AREA20' 15' WIDE DRIVE24'5'-112"5' FUTURE ALLEY WAYFUTURE USE2'5'6'
20' RIGHT OF WAY CENTERED ON EXISTING ALLEY
VARIABLE WIDTH RIGHT OF WAYLANDSCAPEAREA252 SQFTOPEN SPACE: 7% - 705 SQFTLANDSCAPE AREA (OPEN SPACE) PROVIDED: 11.09% - 1117.4 SQFTPROJECT LOCATIONNORTH SIDE (213 Coleman): A (Residential Single-family)EAST SIDE (100/102 Coleman): B (Residential Duplex)EAST SIDE (103 Coleman): F1 (Commercial - Real)SOUTH SIDE (203 Coleman): F1 (Commercial - Real)SOUTHWEST (112 Fifth): A (Residential Single-family)WEST (206 Main): A (Residential Single-family)NORTHWEST (208 Main): A (Residential Single-family)05ft10ft20ft15'-234"15'24' DRIVEWAY14'-11"2'EXHIBIT DZONE-25-00090.231 ACRE TRACTBEING PART OF BLOCK 2,MITCHELL ADDITION,SITUATED IN THE COLLINCOUNTY SCHOOL LAND SURVEY,ABSTRACT NO. 147,TOWN OF PROSPER, COLLINCOUNTY, TEXAS22'PARKINGSPOTPARKINGSPOTPARKINGSPOTADA PARKINGSPOT9'8'8'9'9'8'-113 4"4'-51 4"
44'PARKINGSPOTACCESSIBLE ROUTE TOBUILDING5'LANDSCAPEAREA5'LANDSCAPEAREA85.6 SQFTPROPERTYLINEPROPERTY LINEPROPERTY LINEPROPERTYLINEADA RAMPSETBACKSETBACKSETBACKSETBACK203 COLEMAN ST.206MAINST.213 COLEMAN ST.FEBRUARY 2026DATESCALEDRAWINGNOTES-All dimensions to be checked on siteprior to construction or fabrication ofany element.-Dimensions given for reference only-It is responsibility of the generalcontractor to feld verify location ofhouse prior construction-Site Plan is draw as accurate aspossible. It is recommended that a civilengineer verufy lot dimensions andhouse location-This drawing is to be read inconjunction with all consultantsinformation.-Elements of services are indicated forcoordination purposes.-For full services layouts refer toServices Engineer's drawings andspecification.207 N Coleman St, Prosper, TX 75078
A1SITE PLAN 1″ = 10′ ″SITE DATA SUMMARY TABLE CURRENT ZONING: Residential Single Family (SF-15)PROPOSED ZONING: Planned Development PROPOSED USE: Golf SimulatorLOT AREA = 10,077 SQFTGROSS BUILDING AREA = 2,992 SQFTBUILDING HEIGHT = 33’1.5” (1 Story)LOT COVERAGE = 29.7%FLOOR AREA RATIO = 0.297:1PARKING REQUIRED (1.5 Space per Simulator Bay) = 6 SpacesPARKING PROVIDED = 6 SpacesHANDICAP PARKING SPACES REQUIRED = 1 SpaceHANDICAP PARKING SPACES PROVIDED = 1 SpaceIMPERVIOUS SURFACE AREA = 6767 SQFTOPEN SPACE REQUIRED = 7% - 705 SQFTOPEN SPACE PROVIDED = 11.09% - 1,117.4 SQFTLANDSCAPE AREA = 1961.1 SQFT OPEN SPACE REQUIRED = 7% - 705 SQFTOPEN SPACE PROVIDED = 11.09% - 1,117.4 SQFTOPEN SPACE AREAOPEN SPACE AREA85.6 SQFTOPEN SPACE AREA252 SQFTPROPOSED BUILDING 2,992 SQFTCONCEPTUAL PLANPage 277Item 7.
ZONE 25-0009
Exhibit E
Development Schedule
After the zoning approval, we anticipate the following development timeline:
3 months – Development Plan and Building Plan Approvals
4-6 months – Construction
12 months – Complete Project
We are eager to get this development moving quickly to add to the Prosper downtown charm
and bring in Prosper residents and residents from neighboring towns to explore and engage in
all of what Prosper has to offer.
Page 278
Item 7.
PG.1
Page 279
Item 7.
PG.2
Page 280
Item 7.
PG.3
Page 281
Item 7.
PG.4
Page 282
Item 7.
Text
TextTextText
TextTextTextTextTextTextText
Color Inspiration for Building (Sherwin Williams -Cascades or Similiar)
Shingle Color Options:
PG.5
COLOR
INSPIRATION
Page 283
Item 7.
Text
TextTextText
TextTextTextTextTextTextText
CONCEPTUAL
FLOOR PLAN
PG.6
Page 284
Item 7.
OPEN SPACE1117.4 SQFTLANDSCAPING1961.1 SQFTPROPOSEDBUILDING2860 SQFTPARKINGSPOTDRIVEWAYFIRE LANEPROPERTY LINEPROPERTY LINEPROPERTYLINEPROPERTYLINEPARKINGSPOTPARKINGSPOTPARKINGSPOTADA PARKINGSPOTSIDEWALKNORTH COLEMANSTREET5' MEDIAN8' X 22'PARALELLPARKING(TYPICAL)10'SIDEWALK10'SIDEWALK8' X 22'PARALELLPARKING(TYPICAL)8' X 22'PARALELLPARKING(TYPICAL)EXHIBIT DZONE-25-00090.231 ACRE TRACTBEING PART OF BLOCK 2,MITCHELL ADDITION,SITUATED IN THE COLLINCOUNTY SCHOOL LAND SURVEY,ABSTRACT NO. 147,TOWN OF PROSPER, COLLINCOUNTY, TEXAS05ft10ft20ftPARKINGSPOTADA RAMPFEBRUARY 2026DATESCALEDRAWINGNOTES-All dimensions to be checked on siteprior to construction or fabrication ofany element.-Dimensions given for reference only-It is responsibility of the generalcontractor to feld verify location ofhouse prior construction-Site Plan is draw as accurate aspossible. It is recommended that a civilengineer verufy lot dimensions andhouse location-This drawing is to be read inconjunction with all consultantsinformation.-Elements of services are indicated forcoordination purposes.-For full services layouts refer toServices Engineer's drawings andspecification.207 N Coleman St, Prosper, TX 75078
A2OPEN SPACE PLAN 1″ = 10′ ″ EXHIBIT GZONE-25-00090.231 ACRE TRACTBEING PART OF BLOCK 2, MITCHELL ADDITION, SITUATED IN THE COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 147, TOWN OF PROSPER, COLLIN COUNTY, TEXASPage 285Item 7.
Page 1 of 2
To: Mayor and Town Council
From: David Hoover, AICP, Director of Development Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Development Agreement for Mitchell Addition
Town Council Meeting – June 9, 2026
Strategic Visioning Priority: Ensure the Town's Commercial Corridors are Ready for
Development
Agenda Item:
Consider and act upon authorizing the Town Manager to execute a Development Agreement
between Christa Patel and Jimit Patel and the Town of Prosper relative to a part of Block 2 of the
Mitchell Addition, on 0.2± acre, located on the west side of Coleman Street and 120± feet north of
Fifth Street. (DEVAGRE-26-0004)
Description of Agenda Item:
On April 28, 2026, the Town Council approved the proposed rezoning request by a vote of 6-0
(Councilmember Ray absent). A Development Agreement has been prepared accordingly.
Budget Impact:
There is no budgetary impact affiliated with this item.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form
and legality.
Attached Documents:
1. Development Agreement
Town Staff Recommendation:
Town Staff recommend the Town Council authorize the Town Manager to execute a Development
Agreement between Christa Patel and Jimit Patel and the Town of Prosper relative to a part of
Block 2 of the Mitchell Addition, on 0.2± acre, located on the west side of Coleman Street and
120± feet north of Fifth Street.
PLANNING
Page 286
Item 8.
Page 2 of 2
Proposed Motion:
I move to approve authorizing the Town Manager to execute a Development Agreement between
Christa Patel and Jimit Patel and the Town of Prosper relative to a part of Block 2 of the Mitchell
Addition, on 0.2± acre, located on the west side of Coleman Street and 120± feet north of Fifth
Street.
Page 287
Item 8.
Page 288
Item 8.
Page 289
Item 8.
Page 290
Item 8.
Page 291
Item 8.
Page 292
Item 8.
Page 293
Item 8.
Page 294
Item 8.
Page 295
Item 8.
Page 296
Item 8.
Page 297
Item 8.
Page 298
Item 8.
Page 299
Item 8.
Page 300
Item 8.
Page 1 of 11
To: Mayor and Town Council
From: David Hoover, AICP, Director of Development Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Planned Development for Bella Prosper
Town Council Meeting – June 9, 2026
Strategic Visioning Priority: 3. Commercial Corridors are ready for Development
Agenda Item:
Conduct a Public Hearing and consider and act upon a request to rezone 61.7± acres from
Agricultural and Planned Development-71 to a Planned Development allowing for Mixed-Use
Development, located on the south side of First Street and 1,550± feet east of Legacy Drive.
(ZONE-24-0025)
Description of Agenda Item:
The purpose of this request is to rezone the property from Agricultural and Planned Development-
71 to a Planned Development allowing for mixed-use development. The Planned Development
establishes two subdistricts, Neighborhood and Retail, with residential uses in one and commercial
uses in the other. In the Neighborhood Subdistrict, the intent is to construct a maximum of 86
townhomes units. In the Retail Subdistrict, the intent is to have various commercial uses including
childcare, hotel, office, restaurant, and retail.
Background:
On May 6, 2025, the Planning & Zoning Commission held a work session regarding this case.
Additionally, on May 13, 2025, the Town Council held a work session regarding this case. The
applicant made the following modifications to the proposal following the work sessions:
Reduced the number of multifamily dwellings from 550 to 435.
Reduced the number of townhome units from 94 to 88.
Added curvilinear streets within the townhome section.
Removed second hotel to accommodate more restaurants and retail near amphitheater.
Reconfigured assisted living building and full-service hotel to face the amphitheater area.
PLANNING
Page 301
Item 9.
Page 2 of 11
On November 11, 2026, the Town Council tabled this case to February 24, 2026. The applicant
made the following modifications to the proposal following the meeting:
Reduction of the number of multifamily dwellings from 435 to 271.
o Increase of amount of retail required along First Street prior to development of
multifamily from 50,000 square feet to 62,550 square feet.
o Developing multifamily in Phase Four instead of Phase Two.
o Replacement of two multifamily buildings with an office park area.
Increase of the number of townhome units from 88 to 116.
Removal of the assisted living component.
On February 24, 2026, the Town Council tabled this case to June 9, 2026. The applicant has made
the following modifications to the proposal following the meeting:
Reduction of the number of multifamily dwellings from 271 to zero.
Decrease of the number of townhome units from 116 to 86.
o Decrease of the amount of retail required along First Street prior to development of
townhomes from 62,550 square feet to 60,950 square feet.
Future Land Use Plan:
The Future Land Use Plan recommends the Dallas North Tollway District.
The Dallas North Tollway District recommends the most intense land uses within the Town.
Mixed-use development containing a mixture of office, retail, and residential uses is
encouraged.
Dallas North Tollway Vision Plan:
This property is located within the Prairie Neighborhood subdistrict. In this area of the subdistrict,
higher density single-family uses within an amenitized and walkable community layout based on
a well landscaped street grid with pedestrian connections throughout is envisioned.
Zoning:
The property is zoned Agricultural and Planned Development-71.
Compatibility:
This zoning change would not be out of character with the existing area due to compatibility with
the surrounding properties. The adjacent vacant property to the east is a Planned Development
(PD-41) that allows for mixed-use development. The adjacent vacant property to the south is also
in a Planned Development (PD-71); however, this property will be rezoned in the future due to part
of its boundary being included in the proposed rezoning request. Additionally, the adjacent vacant
property shares the same Future Land Use designation as the property in the proposed rezoning
request; therefore, it should ultimately develop in a similar fashion. Lastly, the residential
subdivision to the north, Star Trail, is not directly adjacent to the property as it is separated by a
thoroughfare, First Street. The proposed zoning change is compatible with the current zoning
districts and Future Land Use Plan designations of immediately adjacent property and the impact
of residential adjacency concerns to the subdivision to the north is mitigated by the thoroughfare
between the properties.
Page 302
Item 9.
Page 3 of 11
The zoning and land use of the surrounding properties are as follows:
Zoning Current Land Use Future Land Use Plan
Subject
Property
Agricultural and
Planned Development-71 Vacant Dallas North Tollway
District
North Planned Development-66
(Star Trail) Single-Family Residential Medium Density
Residential
East Planned Development-41
(Multifamily) Vacant Dallas North Tollway
District
South Planned Development-71
(Single Family-10) Vacant Dallas North Tollway
District
West Commercial Community Center
(Children’s Hunger Fund)
Retail & Neighborhood
Services
NEIGHBORHOOD SUBDISTIRCT
District Regulations:
The Neighborhood Subdistrict allows for residential use within this Planned Development. The
Neighborhood Subdistrict has standards for townhome development.
Townhome District
In comparison with the Zoning Ordinance standards, the front setback for townhomes will be
reduced by five feet from 25 feet to 20 feet while the rear setback will be increased by five feet
from 20 feet to 25 feet. Additionally, the maximum height for townhomes will be increased by five
feet from 40 feet to 45 feet and the maximum lot coverage will be increased by 15% from 55% to
70%.
The district regulations for townhomes within the Planned Development compared to the
regulations in the Townhome District in the Zoning Ordinance are shown below.
Proposed Regulations
(Townhome District)
Townhome District
Regulations (Zoning
Ordinance)
Maximum Permitted
Density
Units Per Acre:
10
Units Per Acre:
10
Size of Yards Front:
20’
Side:
0’ (Unit to Unit)
10’ (End of Structure)
15’ (Adj. to Side Street)
20’ (Structure to Structure)
Rear:
25’
Front:
25’
Side:
0’ (Unit to Unit)
10’ (End of Structure)
15’ (Adj. to Side Street)
20’ (Structure to Structure)
Rear:
20’
Page 303
Item 9.
Page 4 of 11
Size of Lots Area:
2,500 SF
Width:
20’
Depth:
100’
Area:
2,500 SF
Width:
20’
Depth:
100’
Minimum Dwelling Area Size:
1,000 SF
Size:
1,000 SF
Maximum Height Stories:
3 (Max. of 45’)
Stories:
2.5 (Max. of 40’)
Lot Coverage Maximum:
70%
Maximum:
55%
Minimum Usable Open
Space
Minimum:
20%
Minimum:
20%
Uses:
The list of permitted uses within the Neighborhood Subdistrict of this Planned Development is
shown below.
By Right:
o Amenity Center
o Park or Playground
o Townhome (Single Family Dwelling, Attached)
Open Space:
The open space standards within the Neighborhood Subdistrict of this Planned Development
require a minimum of 20% open space for townhomes, and it must be located within the townhome
area. Additionally, each open space area is required to be a minimum of 10,000 square feet.
RETAIL SUBDISTRICT
District Regulations:
The Retail Subdistrict allows for commercial uses within this Planned Development. The Retail
Subdistrict has standards for office, retail, and service development.
Retail District
In comparison with the Zoning Ordinance standards, the floor area ratio for retail buildings will be
increased from 0.4:1 to 0.8:1. Also, full-services hotels will be permitted to exceed the maximum
building height of two stories and will be set at a maximum of eight stories. The other regulations
listed for full-service hotels match the requirements set forth in the Zoning Ordinance.
Page 304
Item 9.
Page 5 of 11
The district regulations for the Retail District within the Planned Development compared to the
regulations in the Retail District in the Zoning Ordinance are shown below.
Proposed Regulations
(Retail District)
Retail District Regulations
(Zoning Ordinance)
Size of Yards Front:
30’ (20’ on Street E-E)
Side:
0’ (Attached, Separate Lots)
15’ (Adj. to Commercial)
30’ (Adj. to Thoroughfare)
30’ (1-Story Adj. to Res.)
60’ (2-Story Adj. to Res.)
Rear:
0’ (Attached, Separate Lots)
15’ (Adj. to Commercial)
30’ (1-Story Adj. to Res.)
60’ (2-Story Adj. to Res.)
Front:
30’
Side:
0’ (Attached, Separate Lots)
15’ (Adj. to Commercial)
30’ (Adj. to Thoroughfare)
30’ (1-Story Adj. to Res.)
60’ (2-Story Adj. to Res.)
Rear:
0’ (Attached, Separate Lots)
15’ (Adj. to Commercial)
30’ (1-Story Adj. to Res.)
60’ (2-Story Adj. to Res.)
Size of Lots Area:
10,000 SF
Width:
100’
Depth:
100’
Area:
10,000 SF
Width:
100’
Depth:
100’
Maximum Height Stories:
2 (Max. of 40’)
Stories:
2 (Max. of 40’)
Lot Coverage Maximum:
40%
Maximum:
40%
Floor Area Ratio Maximum:
0.8:1
Maximum:
0.4:1
Office District
In comparison with the Zoning Ordinance standards, the maximum height for offices will be
increased from two stories to three stories for offices located on Tract 7 and six stories for offices
located on Tract 6.
The district regulations for the Office District within the Planned Development compared to the
regulations in the Office District in the Zoning Ordinance are shown below.
Proposed Regulations
(Office District)
Office District Regulations
(Zoning Ordinance)
Size of Yards Front:
30’
Side:
10’ (Adj. to Commercial)
25’ (1-Story Adj. to Res.)
40’ (2-Story Adj. to Res.)
Front:
30’
Side:
10’ (Adj. to Commercial)
25’ (1-Story Adj. to Res.)
40’ (2-Story Adj. to Res.)
Page 305
Item 9.
Page 6 of 11
Rear:
10’ (Adj. to Commercial)
25’ (1-Story Adj. to Res.)
40’ (2-Story Adj. to Res.)
Rear:
10’ (Adj. to Commercial)
25’ (1-Story Adj. to Res.)
40’ (2-Story Adj. to Res.)
Size of Lots Area:
7,000 SF
Width:
70’
Depth:
100’
Area:
7,000 SF
Width:
70’
Depth:
100’
Maximum Height Stories:
3 to 6
Stories:
2 (Max. of 40’)
Lot Coverage Maximum:
30%
Maximum:
30%
Floor Area Ratio Maximum:
0.5:1
Maximum:
0.5:1
Uses:
The list of permitted uses within the Retail Subdistrict of this Planned Development is shown
below.
By Right:
o Administrative, Medical, or Professional Office
o Alcoholic Beverage Sales
o Antique Shop
o Assisted Care or Living Facility
o Automobile Paid Parking Lot/Garage
o Automobile Parking Lot/Garage
o Bank, Savings and Loan, or Credit Union
o Beauty Salon/Barber Shop (Incidental Use)
o Big Box
o Business Service
o Catering
o Child Care Center, Incidental
o Farmer’s Market
o Food Truck Park (Special Events Only)
o Furniture, Home Furnishings and Appliance Store
o Governmental Office
o Gymnastics/Dance Studio
o Health/Fitness Center
o Hotel, Full Service
o House of Worship
o Insurance Office
o Meeting/Banquet/Reception Facility
o Mobile Food Vendor
o Museum/Art Gallery
o Park or Playground
o Print Shop (Minor)
o Restaurant
o Retail/Service Incidental
Page 306
Item 9.
Page 7 of 11
o Retail Stores and Shops
o School, Private or Parochial
o School, Public
o Theater, Neighborhood
o Theater, Regional
o Veterinarian Clinic and/or Kennel, Indoor
o Wireless Communications and Support Structures
By Specific Use Permit:
o Commercial Amusement, Indoor
o Restaurant (Drive-Through)
Landscaping and Open Space:
In comparison with the Zoning Ordinance standards, enhancements have been made regarding
perimeter landscaping, interior landscaping, and building landscaping. Additionally, a minimum of
seven percent of open space is required for each commercial lot in the Retail Subdistrict; however,
it can be incorporated with the entire subdistrict.
The landscaping regulations within the Planned Development compared to the landscaping
regulations in the Zoning Ordinance are shown below.
Perimeter Landscaping
Proposed Regulations
(Development Standards)
District Regulations (Zoning
Ordinance)
Easement Width:
40’
Width:
25’
Trees Easement:
One 4” Caliper every 30 Feet
Easement:
One 3” Caliper every 30 Feet
Shrubs Easement:
20 3-Gallon every 30 Feet
Easement:
15 5-Gallon every 30 Feet
Interior Landscaping
Proposed Regulations
(Development Standards)
District Regulations (Zoning
Ordinance)
Landscaping Per Parking Space:
20 SF
Per Parking Space:
15 SF
Trees Every Parking Space:
One 4” Caliper within 150 Feet
Every Parking Space:
One 3” Caliper within 150
Feet
Building Landscaping
Proposed Regulations
(Development Standards)
District Regulations (Zoning
Ordinance)
Foundation Plantings Building Size:
50,000 SF or Greater
Building Size:
100,000 SF or Greater
Trees Per Square Feet:
One 4” Caliper every 10,000
SF
Per Square Feet:
One 3” Caliper every 10,000
SF
Page 307
Item 9.
Page 8 of 11
Access:
A 26-foot right-of-way section, shown on the Conceptual Plan as Street E-E, will be constructed
through the interior of the Retail Subdistrict to provide frontage for the interior tracts. The required
front setback for buildings along this roadway is proposed to be reduced from 30 feet to 20 feet.
Additionally, no landscape easement or buffer is proposed along this roadway.
Parking:
Parking along the east side of Street E-E, within Tracts 3 and 6, is proposed to be shared amongst
Tracts 1-7. A Property Owner’s Association will be created for this development that will have
language in its governing documents pertaining to these parking spaces. Additionally, both a
parking analysis and shared parking agreement will be required at the time of a site plan for these
tracts.
GENERAL REGULATIONS (BOTH SUBDISTRICTS)
Phasing:
The phasing within this Planned Development is shown below.
Phase 1:
o Tract 1 – Restaurant and Retail
o Tract 2 – Restaurant
o Tract 3 – Retail
o Tract 10 – Restaurant
Phase 2:
o Tract 9 – Townhomes
Mahard Parkway Right-Of-Way Dedication
Townhome Street Dedication
Phase 3:
o Tract 7 – Office
o Tract 8 – Childcare
Phase 4:
o Tract 4 – Office and Retail
o Tract 5 – Office, Restaurant, and Retail
o Tract 6 – Hotel and Office
Triggers:
The triggers within this Planned Development are shown below.
Trigger One:
o A minimum of 60,950 square feet of commercial development will be constructed
prior to the construction of the townhomes.
Trigger Two:
o The full length of Mahard Parkway, as shown on the conceptual plan, will be
constructed with the townhome section.
Architectural Standards:
The architectural standards within this Planned Development are shown below.
Page 308
Item 9.
Page 9 of 11
Building Materials:
o Primary Materials (Min. of 75%)
Brick
Cementitious Panel System (Max. of 35%)
Glazing (Curtain and Window Wall)
Stone (Natural or Manufactured)
o Secondary Materials (Max. of 25%)
Clapboard Siding
Metal Panel Systems
Resin-Impregnated Wood Panel System
Stucco (Three-Coat)
o First Floor of Buildings
Masonry Cladding (Min. of 90%)
Metal Panel Systems
o Office Buildings
Decorative or Enhanced Concrete Tilt Wall (Maximum of 60%)
Primary Materials
Secondary Materials
Building Design:
o Articulation
Articulation will be accentuated by the inclusion of architectural building
features, awnings or canopies, or different building materials and is required
where retail or service uses take place on the first floor of a building and
building façades front both streets and driveways.
o Awnings, Canopies, and Overhangs
Awnings and canopies will be comprised of materials that are
complimentary to the building.
o Doors and Windows
Windows will be transparent on 30% of ground floor façade areas facing
open space or right-of-way and 20% of upper floor façade areas facing right-
of-way.
o Embellishments and Mechanical Equipment
Architectural embellishments and mechanical equipment may extend 20
feet above the building height provided they are setback at a distance equal
to their height or are integral parts of the building façade.
o Entries
Entries will be highlighted using building articulation and entry canopies.
o Façade Composition
Façade compositions will consist of architecturally compatible multi-tenant
storefronts, defined and articulated building entrances, and accentuated
and unique features for “feature buildings” located at the intersection of
streets.
Page 309
Item 9.
Page 10 of 11
o Height
Hotel: Minimum of Four Stories
Office: Minimum of Two Stories
Restaurant/Retail: Minimum of One Story
Townhome: Minimum of Two Stories
o Parking Structures
Parking structures will have horizontal and vertical articulation, clearly
marked entries and exits for vehicles and pedestrians, and architectural
finishes compatible to surrounding buildings if visible from the street.
o Projections
Projections into Fire, Access, Utility, and Drainage Easements (F.A.U.D.E.)
are permitted if there are no encroachments into building setbacks,
extensions over public right-of-way, and extensions over public utilities
located within a fire lane or public utility easement.
o Roof Form
Roofs will be flat or low-pitched (2.5:12 or lower) with parapets.
Thoroughfare Plan:
This property has direct access to First Street, Lovers Lane, and Mahard Parkway.
Parks Master Plan:
The Parks Master Plan does not indicate that a park is needed on the subject property.
Hike & Bike Trail:
The Hike & Bike Trail Master Plan requires a ten-foot hike and bike trail along Lovers Lane.
Additionally, ten-foot hike and bike trails are provided along First Street and Mahard Parkway.
Notification:
Notification was provided as required by the Zoning Ordinance and state law. Staff has not
received any response to the proposed zoning request to date.
Budget Impact:
There is no budgetary impact affiliated with this item.
Attached Documents:
1. Aerial & Zoning Maps
2. Future Land Use Exhibit
3. Exhibit A-1 – Written Metes and Bounds
4. Exhibit A-2 – Boundary Exhibit
5. Exhibit B – Letter of Intent
6. Exhibit C – Development Standards
7. Exhibit D – Conceptual and Phasing Plan
8. Exhibit E – Development Schedule
9. Exhibit F – Elevations
10. Exhibit G – Landscape Plan
11. Draft Development Agreement
12. PowerPoint Slides
Page 310
Item 9.
Page 11 of 11
Town Staff Recommendation:
The proposed zoning request is compliant with the Future Land Use Plan. Additionally, it is
compatible with immediately adjacent properties due to similar zoning districts and Future Land
Use designations. For these reasons, Town Staff recommends approval of the request to rezone
61.7± acres from Agricultural and Planned Development-71 to a Planned Development allowing
for Mixed-Use Development, located on the south side of First Street and 1,550± feet east of
Legacy Drive subject to final approval of the right-of-way section (Street E-E) in the Retail
Subdistrict as shown on the Conceptual Plan.
Planning & Zoning Recommendation:
The Planning & Zoning Commission unanimously recommended approval of this item by a vote of
5-0 at their meeting on September 15, 2025. The Commission supported this item due to
adjustment to the proposal based on feedback from previous work sessions, compliance with the
Future Land Use Plan, and the overall aesthetic quality of the development.
Proposed Motion:
I move to approve/deny the request to rezone 61.7± acres from Agricultural and Planned
Development-71 to a Planned Development allowing for Mixed-Use Development, located on the
south side of First Street and 1,550± feet east of Legacy Drive subject to final approval of the right-
of-way section (Section E-E) in the Retail Subdistrict as shown on the Conceptual Plan.
Page 311
Item 9.
0 610 1,220305
Feet
W FIRST ST
S LEGACY DRFM 1385FISHTRAP RD
LACIM ABLVDUS HIGHWAY 380
FRONTIER PKWY
E FIRST ST
PRESTONRDCOIT RDCUSTER RDLEGACY DRFM423TEELPKWYMAHARD PKWYDALLASNORTHTOLLWAYPROSPER TRL
LOVERS LN
BROADWAY ST
SHAWNEE TRLW FIRST S T
R I C H L A N D BLVDCOLEMAN STPRAIRIE DRIVE
GEE RD HAYS RDPARVIN RD
¯
This map for illustration purposes only
ZONE-24-0025
Bella Prosper
Planned Development Page 312
Item 9.
0 610 1,220305
Feet
PD-14
R
SF-15
PD-41
M PD-20
CC
C
PD-66
SF
PD-66
SF
CC
R
PD-65
SF
A
PD-71
SF-10
A CC
A
PD-41
M
PD-66
SF
W FIRS
T
S
T
S LEGACY DRFM 1385FISHTRAP RD
LACIM ABLVDUS HIGHWAY 380
FRONTIER PKWY
E FIRST ST
PRESTONRDCOIT RDCUSTER RDLEGACY DRFM423TEELPKWYMAHARD PKWYDALLASNORTHTOLLWAYPROSPER TRL
LOVERS LN
BROADWAY ST
SHAWNEE TRLW FIRST S T
R I C H L A N D BLVDCOLEMAN STPRAIRIE DRIVE
GEE RD HAYS RDPARVIN RD
¯
This map for illustration purposes only
ZONE-24-0025
Bella Prosper
Planned Development Page 313
Item 9.
Future Land Use Exhibit
Page 314
Item 9.
ZONE 24-0025
EXHIBIT A-1: WRITTEN METES AND BOUNDS
BEING a tract of land situated in the Collin County School Land Survey, Abstract No. 147, Town
of Prosper, Collin County, Texas, and being all of a called 48.090 acre tract of land described in
a Special Warranty Deed with Vendor’s Lien to Prosper Prairie LLC, as recorded in Instrument
No. 2023000090239 of the Official Public Records of Collin County, Texas, being all of a called
6.217 acre tract of land described as Tract 1 and all of a called 5.875 acre tract of land
described as Tract 2 in a Special Warranty Deed with Vendor’s Lien to PTP Retail Holdings
LLC, as recorded in Instrument No. 2023000113173 of the Official Public Records of Collin
County, Texas, and being a portion of a called 1.686-acre tract of land described in a Right of
Way Deed to Town of Prosper, Texas, recorded in Instrument No. 20220209000224300, said
Official Public Records, same being a portion of First Street (Country Road No. 3), a variable
width right of way, and being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod found for the southwest corner of said 48.090 acre tract,
common to the northwest corner of a called 11.859 acre tract of land as described in a deed to
Mahard Resorts LLC, as recorded in Instrument No. 2023000090178 of the Official Public
Records of Collin County, Texas, same being on the easterly line of a called 78.483 acre tract of
landas described in a Special Warranty Deed with Vendor’s Lien to Legacy and First LP, as
recorded in Instrument No. 20200618000919920 of the Official Public Records of Collin County,
Texas;
THENCE North 00°05'43" East, along the westerly line of said 50.02 acre tract and the easterly
line of said 78.483 acre tract, passing at a distance of 1331.33 feet the southwest corner of said
1.686 acre tract on the southerly right of way line of said First Street, and continuing along the
same course, along the westerly line of said 1.686 acre tract and crossing said First Street, for a
total distance of 1378.32 feet to a point for corner in the centerline of said First Street, and at the
beginning of a non-tangent curve to the right with a radius of 1,190.00 feet, a central angle of
15°11'21", and a chord bearing and distance of North 81°17'10" East, 314.55 feet, from which, a
1/2 iron rod with busted plastic cap found for the northwest corner of said 1.686 acre tract bears
North 00°05’43” East, 44.60 feet;
THENCE in an easterly direction departing the westerly line of 1.686 acre tract, along the
centerline of said First Street and crossing said 1.686 acre tract, with said non-tangent curve to
the right, an arc distance of 315.47 feet to a point for corner on the northerly line of said 1.686
acre tract and the southerly line of a called 1.325 acre tract of land described in a Right of Way
Deed to Town of Prosper, Texas, as recorded in Instrument No. 20211228002596420 of the
Official Public Records of Collin County, Texas;
THENCE North 89°26'15" East, along the northerly line of said 1.686 acre tract and the
southerly line of said 1.325 acre tract, and continuing along the centerline of said First Street, a
distance of 1210.98 feet to 1/2 inch iron rod found for the northeast corner of said 1.686 acre
tract, common to the southeast corner of said 1.325 acre tract, the southwest corner of a called
1.377 acre tract of land described in a Right of Way Deed to Town of Prosper, Texas, as
recorded in Instrument No. 20211228002596590 of the Official Public Records of Collin County,
Page 315
Item 9.
Texas, and the northwest corner of a called 1.377 acre tract of land described in a Right of Way
Deed to Town of Prosper, Texas, as recorded in Instrument No. 20211015002111910 of the
Official Public Records of Collin County, Texas;
THENCE South 00°00'23" East, departing the centerline of said First Street, along the easterly
line of said 1.686 acre tract, the easterly line of said 48.090 acre tract, the easterly line of said
Tract 2, the westerly line of said 1.377 acre tract and the westerly line of a called 188.635 acre
tract of land described in a Trustee's Deed and Bill of Sale to M.A.H.G. Partnership, as recorded
in Instrument No. 20100601000545080 of the Official Public Records of Collin County, Texas, a
distance of 1943.66 feet to the southeast corner of said Tract 2, from which, a 1/2 inch iron rod
with plastic cap stamped “RPLS 6677” found for witness bears South 77°06’ East, a distance of
0.24 feet;
THENCE South 89°22'36" West, departing the westerly line of said 188.635 acre tract and along
the southerly line of said Tract 2, a distance of 19.32 feet to a point at the beginning of a tangent
curve to the right with a radius of 505.00 feet, a central angle of 05°32'47", and a chord bearing
and distance of North 87°51'01" West, 48.87 feet;
THENCE in a westerly direction continuing along the southerly line of said Tract 2, with said
tangent curve to the right, an arc distance of 48.89 feet to a point for corner;
THENCE North 85°04'37" West, continuing along the southerly line of said Tract 2 and along
the southerly line of said Tract 1, a distance of 484.73 feet to a point at the beginning of a
tangent curve to the left with a radius of 595.00 feet, a central angle of 05°32'47", and a chord
bearing and distance of North 87°51'01" West, 57.58 feet;
THENCE in a westerly direction continuing along the southerly line of said Tract 1, with said
tangent curve to the left, an arc distance of 57.60 feet to a point for corner;
THENCE South 89°22'36" West, continuing along the southerly line of said Tract 1, a distance
of 130.29 feet to a point for corner;
THENCE North 86°48'19" West, continuing along the southerly line of said Tract 1, a distance of
150.32 feet to a point for corner;
THENCE South 89°22'35" West, continuing along the southerly line of said Tract 1, a distance
of 222.35 feet to a point for the southwest corner of said Tract 1, being on the easterly line of a
called 11.859 acre tract of land described in a deed to Mahard Resorts LLC, as recorded in
Instrument No. 2023000090178 of the Official Public Records of Collin County, Texas;
THENCE North 03°10'52" East, along the westerly line of said Tract 1 and the easterly line of
said 11.859 acre tract, a distance of 287.00 feet to a point at the beginning of a non-tangent
curve to the right with a radius of 580.00 feet, a central angle of 17°41'25", and a chord bearing
and distance of North 12°54'09" East, 178.37 feet;
THENCE in a northerly direction continuing along the westerly line of said Tract 1 and the
easterly line of said 11.859 acre tract, with said non-tangent curve to the right, an arc distance
Page 316
Item 9.
of 179.08 feet to the northwest corner of said Tract 1, common to the northeast corner of said
11.859 acre tract, being on the southerly line of aforesaid 48.090 acre tract;
THENCE South 89°26'39" West, along the southerly line of said 48.090 acre tract and the
northerly line of said 11.859 acre tract, a distance of 468.79 feet to the POINT OF BEGINNING
and containing 61.743 acres (2,689,531 square feet) of land, more or less.
Bearing system based on the south line of Prosper Center Block B, Lot 1R and 2 as recorded in
Doc. No. 2016-241 P.R.D.C.T.
03/04/2025
_______________________________________
Sylviana Gunawan
Registered Professional Land Surveyor No. 6461
Kimley-Horn and Associates, Inc.
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
Ph. 972-335-3580
sylviana.gunawan@kimley-horn.com
Page 317
Item 9.
REMAINDER OF
CALLED 188.635 ACRES
M.A.H.G. PARTNERSHIP
INST. NO. 20100601000545080
O.P.R.C.C.T.
CURRENT ZONING:
PD-41
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
REMAINDER OF
CALLED 240.153 ACRES
BLUE STAR ALLEN LAND, L.P.
INST. NO. 20110630000676920
O.P.R.C.C.T.
CALLED 23.9975 ACRES
EGL PROSPER LP
INST. NO. 20190206000128160
O.P.R.C.C.T.
CORRECTED BY
INST. NO. 20190207000131970
O.P.R.C.C.T.
REMAINDER OF
CALLED 269.506 ACRES
BLUE STAR ALLEN LAND, L.P.
INST. NO. 20111230001411880
O.P.R.C.C.T.
1/2" IRF
AND
PKF BEARS
N 89°47'53" E 11.52'
5/8" IRF
1/2" IRF
BEARS N 89°27' E, 4.96'
COLLIN COUNTY SCHOOL LAND SURVEY
ABSTRACT NO. 147
W. FIRST ST. (COUNTY ROAD NO. 3)
(VARIABLE WIDTH R.O.W.) (NO RECORD FOUND)
45' COUNTY OF COLLIN
RIGHT-OF-WAY EASEMENT
INST. NO. 94-0008783
L.R.C.C.T.
20' TOWN OF PROSPER
WATER EASEMENT
INST. NO.
20190408000370230
O.P.R.C.C.T.
1/2" IRFC
(BUSTED CAP)
REMAINDER OF
CALLED 78.483 ACRES
LEGACY & FIRST LP
INST. NO. 20200618000919920
O.P.R.C.C.T.
CURRENT ZONING:
C
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
REMAINDER OF
CALLED 60.841 ACRES
PROSPER PRAIRIE LLC
INST. NO. 2023000089513,
O.P.R.C.C.T.
1/2" IRF
1/2" IRFC
(BUSTED CAP)
BEARS N 72°59' E 0.70'
CALLED 11.859 ACRES
MAHARD RESORTS LLC
INST. NO. 2023000090178
O.P.R.C.C.T.
CURRENT ZONING:
PD-71 (SF-10)
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CALLED 6.217 ACRES
PTP RETAIL HOLDINGS LLC
INST. NO. 2023000113173,
O.P.R.C.C.T.
CURRENT ZONING:
PD-71 (SF-10)
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CALLED 5.875 ACRES
PTP RETAIL HOLDINGS LLC
INST. NO. 2023000113173,
O.P.R.C.C.T.
CURRENT ZONING:
PD-71 (SF-10)
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CALLED 1.686 ACRES
TOWN OF PROSPER, TEXAS
INST. NO. 20220209000224300
O.P.R.C.C.T.
N89°26'15"E 1210.98'S0°00'23"E1943.66'S89°26'39"W 468.79'N0°05'43"E1378.32'REMAINDER OF PARCEL 1
CALLED 100.849 ACRES
BLUE STAR ALLEN LAND LP
INST. NO. 20110630000676920
O.P.R.C.C.T.
CURRENT ZONING:
PD-66-SF
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
100 YEAR FLOODPLAIN
CURRENT ZONING:
PD-66-SF
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
100 YEAR FLOODPLAIN
CURRENT ZONING:
PD-66-SF
CURRENT ZONING:
R
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
20' TOWN OF PROSPER
WATER EASEMENT
INST. NO.
20220209000224310
O.P.R.C.C.T.
50' ENERGY TRANSFER
FUEL LP EASEMENT
INST. NO. 2006-0001078
O.P.R.C.C.T.
APPROXIMATE
LIMIT OF
ZONE "A" AS
SCALED FROM
F.I.R.M.
APPROXIMATE
LIMIT OF
ZONE "A" AS
SCALED FROM
F.I.R.M.
CALLED 48.090 ACRES
PROSPER TOLLWAY PALAZZOS LLC
INST. NO. 2023000090239
O.P.R.C.C.T.
CURRENT ZONING:
AGRICULTURAL
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
45.00'
2,508' TO THE
WESTERLY RIGHT OF
WAY LINE OF DALLAS
NORTH TOLLWAY
1/2" IRF
1/2" IRFC
"RPLS 6677"
BEARS S 43°21' W 0.33'
1/2" IRFC
"RPLS 6677"
BEARS S 65°01' W 0.22'
1/2" IRFC
"RPLS 6677"1/2" IRFC
"RPLS 6677"
1/2" IRFC
"RPLS 6677"
1/2" IRFC
"RPLS 6677"
1/2" IRFC
"RPLS 6677"
1/2" IRFC
"RPLS 6677"
1/2" IRFC
"RPLS 6677"
BEARS S 77°06' E 0.24'
S89°22'36"W
19.32'
∆=5°32'47"
R=505.00'
L=48.89'
CB=N87°51'01"W
C=48.87'
N85°04'37"W 484.73'
∆=5°32'47"
R=595.00'
L=57.60'
CB=N87°51'01"W
C=57.58'
S89°22'36"W
130.29'
N86°48'19"W
150.32'S89°22'35"W 222.35'N3°10'52"E287.00'∆=17°41'25"
R=580.00'
L=179.08'
CB=N12°54'09"E
C=178.37'
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CURRENT LAND USE:
AGRICULTURAL
CURRENT ZONING:
PD-71 (SF-10)
60
5
610
606
607608609611612
61361
0
610
61
5
6
0
8
6
0
8
60
9
60
9
60
9
60
9 611611
612 6126
1
3
614
61
6
61
7
618
P.O.B.
50' ENERGY TRANSFER
FUEL LP EASEMENT
INST. NO. 2006-0001077
O.P.R.C.C.T.
CALLED 10.5374 ACRES
CHILDREN'S HUNGER FUND
INST. NO. 2024000030996
O.P.R.C.C.T.
CURRENT ZONING:
C
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CALLED 1.325 ACRES
TOWN OF PROSPER, TEXAS
INST. NO. 20211228002596420
O.P.R.C.C.T.
CALLED 0.143 ACRES
TOWN OF PROSPER, TEXAS
INST. NO. 20211228002596440
O.P.R.C.C.T.
REMAINDER OF
CALLED 10.60 ACRES
BLUE STAR ALLEN LAND, L.P.
INST. NO. 20190130000090120
O.P.R.C.C.T.
CALL
E
D
5.
3
3
2
A
C
R
E
S
TOWN
O
F
P
R
O
S
P
E
R,
TEXA
S
INST.
N
O.
20211
2
2
8
0
0
2
5
9
6
4
3
0
O.P.R.
C.
C.
T.
61.743 ACRES
2,689,531 SQ. FT.45.0'45.0'45.0'45.0'N0°05'43"E
44.60'
∆=15°11'21"
R=1190.00'
L=315.47'
CB=N81°17'10"E
C=314.55'1331.33'46.99'CALLED 1.377 ACRES
TOWN OF PROSPER, TEXAS
INST. NO. 20211015002111910
O.P.R.C.C.T.
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CALLED 1.377 ACRES
TOWN OF PROSPER, TEXAS
INST. NO. 20211228002596590
O.P.R.C.C.T.
STATE PLANE COORDINATES:
N:7,134,460.03
E:2,478,112.03
STATE PLANE COORDINATES:
N:7,133,954.23
E:2,479,636.38
STATE PLANE COORDINATES:
N:7,135,897.89
E:2,479,636.16
STATE PLA
N
E
C
O
O
R
D
I
N
A
T
E
S
:
N:7,135,83
8
.
3
5
E:2,478,114
.
3
3
ZONE-24-0025
EXHIBIT A-2: BOUNDARY EXHIBIT
61.743 ACRES
COLLIN COUNTY SCHOOL LAND SURVEY,
ABSTRACT NO. 147
TOWN OF PROSPER,
COLLIN COUNTY, TEXAS
DWG NAME: K:\FRI_SURVEY\063222312-STANDRIDGE 50 ACRES\DWG\063222312-STANDRIDGE 50 ACRES-PD EXHIBIT A.DWG PLOTTED BY GUNAWAN, SYLVIANA 3/4/2025 3:22 PM LAST SAVED 1/23/2025 3:36 PM
Scale Drawn by
SG1" = 100'
Checked by Date Project No.Sheet No.
Frisco, Texas 75034
6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580
FIRM # 10193822
KHA 08/12/2025 068303300 1 OF 1
GRAPHIC SCALE IN FEET
0100 50 100 200
1" = 100' @ 24X36
NORTH
OWNER:
PROSPER TOLLWAY PALAZZOS LLC
8105 Rasor Blvd., Suite 299
Plano, Texas 75024
469-982-4300
Contact: Naseem Shaik
OWNER:
PTP Retail Holdings LLC
8105 Rasor Blvd., Suite 299
Plano, Texas 75024
469-982-4300
Contact: Naseem Shaik
N.T.S.VICINITY MAP
NORTH
FRISCO
PROSPER
380 COUNTYLINEROADDALLAS NORTH TOLLWAYFISHTRAP
W. FIRST TEEL PKWYLEGACYPR
A
I
R
I
E
SITE
NOTES:
According to Federal Emergency Management Agency's Flood
Insurance Rate Map No. 48085C0230J, for Collin County, Texas and
incorporated areas, dated June 02, 2009, this property is located
within Zone X (unshaded) defined as "Areas determined to be outside
the 0.2% annual chance floodplain" and Zone A defined as "Special
flood hazard areas (SFHAs) subject to inundation by the 1% annual
chance flood (No 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.
Bearing system based on the south line of Prosper Center Block B,
Lot 1R and 2 as recorded in Doc. No. 2016-241 P.R.D.C.T.
I
L
OETATS SAX
ETF
D S U R V E YORL
A
N E S S ALP
ROF O NR E G ISTERE
D
SYLVIANA GUNAWAN
6461
SYLVIANA GUNAWAN
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6461
6160 WARREN PKWY., SUITE 210
FRISCO, TEXAS 75034
PH. 972-335-3580
sylviana.gunawan@kimley-horn.com
LEGEND
BOUNDARY LINE
EASEMENT LINE
PROPERTY LINE
IRON ROD FOUNDIRF
IRON ROD FOUND WITH CAPIRFC
IRON ROD SET WITH CAPIRSC
NOT TO SCALENTS
CONTROLLING MONUMENT(C.M.)
DEED RECORDS OF
COLLIN COUNTY, TEXASD.R.C.C.T.
MAP RECORDS OF
COLLIN COUNTY, TEXASM.R.C.C.T.
OFFICIAL PUBLIC RECORDS
OF COLLIN COUNTY, TEXASO.P.R.C.C.T.
FOUNDFND.
RIGHT OF WAYR.O.W.
DESCRIPTION OF SURVEYED PROPERTY:
BEING a tract of land situated in the Collin County School Land Survey, Abstract No. 147, Town of Prosper,
Collin County, Texas, and being all of a called 48.090 acre tract of land described in a Special Warranty
Deed with Vendor's Lien to Prosper Prairie LLC, as recorded in Instrument No. 2023000090239 of the
Official Public Records of Collin County, Texas, being all of a called 6.217 acre tract of land described as
Tract 1 and all of a called 5.875 acre tract of land described as Tract 2 in a Special Warranty Deed with
Vendor's Lien to PTP Retail Holdings LLC, as recorded in Instrument No. 2023000113173 of the Official
Public Records of Collin County, Texas, and being a portion of a called 1.686-acre tract of land described in
a Right of Way Deed to Town of Prosper, Texas, recorded in Instrument No. 20220209000224300, said
Official Public Records, same being a portion of First Street (Country Road No. 3), a variable width right of
way, and being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod found for the southwest corner of said 48.090 acre tract, common to the
northwest corner of a called 11.859 acre tract of land as described in a deed to Mahard Resorts LLC, as
recorded in Instrument No. 2023000090178 of the Official Public Records of Collin County, Texas, same
being on the easterly line of a called 78.483 acre tract of landas described in a Special Warranty Deed with
Vendor's Lien to Legacy and First LP, as recorded in Instrument No. 20200618000919920 of the Official
Public Records of Collin County, Texas;
THENCE North 00°05'43" East, along the westerly line of said 50.02 acre tract and the easterly line of said
78.483 acre tract, passing at a distance of 1331.33 feet the southwest corner of said 1.686 acre tract on
the southerly right of way line of said First Street, and continuing along the same course, along the westerly
line of said 1.686 acre tract and crossing said First Street, for a total distance of 1378.32 feet to a point for
corner in the centerline of said First Street, and at the beginning of a non-tangent curve to the right with a
radius of 1,190.00 feet, a central angle of 15°11'21", and a chord bearing and distance of North 81°17'10"
East, 314.55 feet, from which, a 1/2 iron rod with busted plastic cap found for the northwest corner of said
1.686 acre tract bears North 00°05'43” East, 44.60 feet;
THENCE in an easterly direction departing the westerly line of 1.686 acre tract, along the centerline of said
First Street and crossing said 1.686 acre tract, with said non-tangent curve to the right, an arc distance of
315.47 feet to a point for corner on the northerly line of said 1.686 acre tract and the southerly line of a
called 1.325 acre tract of land described in a Right of Way Deed to Town of Prosper, Texas, as recorded in
Instrument No. 20211228002596420 of the Official Public Records of Collin County, Texas;
THENCE North 89°26'15" East, along the northerly line of said 1.686 acre tract and the southerly line of
said 1.325 acre tract, and continuing along the centerline of said First Street, a distance of 1210.98 feet to
1/2 inch iron rod found for the northeast corner of said 1.686 acre tract, common to the southeast corner of
said 1.325 acre tract, the southwest corner of a called 1.377 acre tract of land described in a Right of Way
Deed to Town of Prosper, Texas, as recorded in Instrument No. 20211228002596590 of the Official Public
Records of Collin County, Texas, and the northwest corner of a called 1.377 acre tract of land described in
a Right of Way Deed to Town of Prosper, Texas, as recorded in Instrument No. 20211015002111910 of the
Official Public Records of Collin County, Texas;
THENCE South 00°00'23" East, departing the centerline of said First Street, along the easterly line of said
1.686 acre tract, the easterly line of said 48.090 acre tract, the easterly line of said Tract 2, the westerly line
of said 1.377 acre tract and the westerly line of a called 188.635 acre tract of land described in a Trustee's
Deed and Bill of Sale to M.A.H.G. Partnership, as recorded in Instrument No. 20100601000545080 of the
Official Public Records of Collin County, Texas, a distance of 1943.66 feet to the southeast corner of said
Tract 2, from which, a 1/2 inch iron rod with plastic cap stamped “RPLS 6677” found for witness bears
South 77°06' East, a distance of 0.24 feet;
THENCE South 89°22'36" West, departing the westerly line of said 188.635 acre tract and along the
southerly line of said Tract 2, a distance of 19.32 feet to a point at the beginning of a tangent curve to the
right with a radius of 505.00 feet, a central angle of 05°32'47", and a chord bearing and distance of North
87°51'01" West, 48.87 feet;
THENCE in a westerly direction continuing along the southerly line of said Tract 2, with said tangent curve
to the right, an arc distance of 48.89 feet to a point for corner;
THENCE North 85°04'37" West, continuing along the southerly line of said Tract 2 and along the southerly
line of said Tract 1, a distance of 484.73 feet to a point at the beginning of a tangent curve to the left with a
radius of 595.00 feet, a central angle of 05°32'47", and a chord bearing and distance of North 87°51'01"
West, 57.58 feet;
THENCE in a westerly direction continuing along the southerly line of said Tract 1, with said tangent curve
to the left, an arc distance of 57.60 feet to a point for corner;
THENCE South 89°22'36" West, continuing along the southerly line of said Tract 1, a distance of 130.29
feet to a point for corner;
THENCE North 86°48'19" West, continuing along the southerly line of said Tract 1, a distance of 150.32
feet to a point for corner;
THENCE South 89°22'35" West, continuing along the southerly line of said Tract 1, a distance of 222.35
feet to a point for the southwest corner of said Tract 1, being on the easterly line of a called 11.859 acre
tract of land described in a deed to Mahard Resorts LLC, as recorded in Instrument No. 2023000090178 of
the Official Public Records of Collin County, Texas;
THENCE North 03°10'52" East, along the westerly line of said Tract 1 and the easterly line of said 11.859
acre tract, a distance of 287.00 feet to a point at the beginning of a non-tangent curve to the right with a
radius of 580.00 feet, a central angle of 17°41'25", and a chord bearing and distance of North 12°54'09"
East, 178.37 feet;
THENCE in a northerly direction continuing along the westerly line of said Tract 1 and the easterly line of
said 11.859 acre tract, with said non-tangent curve to the right, an arc distance of 179.08 feet to the
northwest corner of said Tract 1, common to the northeast corner of said 11.859 acre tract, being on the
southerly line of aforesaid 48.090 acre tract;
THENCE South 89°26'39" West, along the southerly line of said 48.090 acre tract and the northerly line of
said 11.859 acre tract, a distance of 468.79 feet to the POINT OF BEGINNING and containing 61.743
acres (2,689,531 square feet) of land, more or less.
Bearing system based on the south line of Prosper Center Block B, Lot 1R and 2 as recorded in Doc. No.
2016-241 P.R.D.C.T.
ENGINEER:
Kimley-Horn and Assoicates, Inc.
6160 Warren Parkway, Suite 210
Frisco, Texas 75034
972-335-3580
Contact : David Upton, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
6160 Warren Parkway, Suite 210
Frisco, Texas 75035
Phone 972-335-3580
Contact: Sylviana Gunawan, RPLS
W. UNIVERSITY
PROPOSED ZONING: PD
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
PROPOSED ZONING: PD
CURRENT LAND USE:
AGRICULTURAL
FUTURE LAND USE:
TOLLWAY DISTRICT &
100 YEAR FLOODPLAIN
PROPOSED ZONING: PD
Page 318
Item 9.
ZONE-24-0025
EXHIBIT B
STATEMENT OF INTENT
Development of Bella Prosper, this Planned Development (PD) District, will follow the
regulations outlined within the Development Standards (Exhibit C) and meet the intent of
the Concept Plan that is attached as Exhibit D and the permitted uses as noted herein.
The Property is shown on the Town’s Future Land Use Map to be within the Dallas North
Tollway District and is a proposed, planned development intended to provide for, and
encourage development of, a cohesive master planned community that allows for the
flexibility of land uses within. The vision for the property is to have a pedestrian oriented
community of compatible mix of residential and commercial land uses. The development
will have an “all-day” environment with an active component morning, afternoon and
evening, through the careful planning of an increased office component, a curated retail
mix, hospitality, and a central water oriented public realm. The central water amenity and
park esplanade is envisioned for both those who live and work within the development and
the Prosper community to use when they dine at the restaurants and shop in the retail. This
will be a development that provides a sense of place to live, work, and play within the Town
of Prosper.
The PD is a district that accommodates planned associations of uses developed as
integral land use units such as retail, restaurants, hotel, office, day care, and residential
townhome units, or any appropriate combination of uses that may be planned, developed,
or operated as integral land use units either by a single owner or a combination of owners.
Additionally, the standards are intended to promote an efficient, pedestrian-access
network that connects the residential and office to the restaurant and retail parcels. The
planned development generally addresses the physical relationship between development
and adjacent properties, public streets, neighborhoods, and the natural environment. This
is accomplished by the following:
• Utilizing the natural drainage-way path that bisects the property as a focal point of
open space and water feature in the heart of the development; and
• Ensuring buildings relate appropriately to surrounding developments and streets
which create cohesive visual identity and attractive street scenes; and
• Ensuring site design promotes efficient pedestrian and vehicle circulation
patterns; and
• Ensuring the creation of high-quality street and sidewalk environments that are
supportive of pedestrian mobility and that are appropriate to the roadway context.
The use provisions define land uses and the siting and character of the improvements and
structures allowed on the land in a manner that encourages a balanced and sustainable
mix of uses. These uses may be combined either vertically in the same building, or
Page 319
Item 9.
horizontally in multiple buildings, or through a combination of the two as depicted on the
Concept Plan.
Page 320
Item 9.
ZONE-24-0025
EXHIBIT C
DEVELOPMENT STANDARDS
Development within this Planned Development (PD) District will conform to the development
standards of its specified subdistrict (Neighborhood or Retail) and will follow the additional
regulations outlined below and meet the intent of the Concept Plan that is attached as Exhibit D
and the permitted uses as noted herein. All proposed land uses are appropriate for the Dallas North
Tollway District and comply with the Town’s Future Land Use Plan.
These planned development regulations will hold precedence over any conflicting regulations
created by any current or future overlay district, design guidelines and/or the Town’s Zoning
Ordinance.
Development Plan
Concept Plan:
A. The Property shall be developed in general accordance with the attached Concept Plan
set forth in Exhibit D. However, the Concept Plan is illustrative in nature and does not
reflect the exact footprint of proposed buildings nor layout of the associated parking.
B. Development Triggers:
a. The residential portion of the development shall have a maximum of 86
townhomes.
b. The full length of Mahard Parkway (60’ ROW), including sidewalks, located
on the Property and as shown on the concept plan, will be built with the
townhome development (phase 2).
c. The commercial development proposed along First Street (phase 1 – 60,950 sf)
must have an approved site plan and commenced construction prior to the
townhomes commencing vertical construction.
d. Notwithstanding the aforementioned, phases 2 through 4 shown on Exhibit D, are
only provided as estimates of development phasing and buildings with associated
parking are fungible within these phases. The market will dictate how development
will occur in phases 2 – 4.
Administrative:
A. Amendments to the Concept Plan shall be classified as major or minor.
a. Minor amendments shall include corrections of distances and dimensions,
adjustments of building configuration and placement within the respective
sub-district, realignment of drives and aisles, layout of parking, adjustments
to open space, landscaping and screening, changes to utilities and service
locations which do not substantially change the original plan. The Director of
Development Services or his/her designee may approve a minor amendment
administratively or if they deem the changes to be a Major Amendment, send
to the Planning and Zoning Commission and Town Council for consideration .
Page 321
Item 9.
b. Major amendments shall include a change in permitted land uses or a ny
modification to development standards outlined herein . Major amendments
will be considered by the Planning & Zoning Commission and Town Council.
1) SECTION 1: NEIGHBORHOOD SUB-DISTRICT
a) Neighborhood Sub-District
i) General Description
The neighborhood sub-district is identified along the western portion of the Property
and contains 86 townhome units. This district is meant to provide the residents of
Prosper a denser residential product with their own amenity center and open space
provided within their district. The neighborhood district has direct access to the
neighboring retail district which is supported by the thoroughfares.
ii) Permitted Uses
The following uses are allowed by right with a maximum of 86 townhomes. Other uses
may be allowed, as allowed within the specific zoning district of the Zoning Ordinance,
or as provided for with the zoning permitted uses of the Planned Development.
b) TH - Townhome District
i) General Description
The Townhome District will provide for development of attached residential dwelling
units in structures accommodating three to six units. This district is a high-density
district, not to exceed ten units per gross acre (10 UPA). The standards in this district
are intended to promote stable, quality multiple occupancy residential development at
increased densities. Other uses, such as parks, trails, open spaces or community gather
spaces, will be provided to maintain a balanced, orderly, convenient and attractive
sense of place for the residents.
(1) Regulations
(a) Maximum Permitted Density: Ten (10) units per acre.
(b) Size of Yards:
(i) Minimum Front Yard — 20 feet.
(ii) Minimum Side Yard — Zero feet for the side of a unit that is attached to
another unit.
1. Ten feet for the side of a unit at the end of the structure; 15 feet on
corner lot adjacent to side street.
2. Each townhome should be constructed on a single lot . No multiple
townhomes on a single lot permitted.
(iii)Minimum Rear Yard — 25 feet.
(c) Size of Lots:
(i) Minimum Lot Area — 2,500 square feet per dwelling unit.
(ii) Minimum Lot Width — 20 feet per dwelling unit.
(iii)Minimum Lot Depth — 100 feet.
(d) Minimum Dwelling Area: 1,000 square feet.
(e) Maximum Height: Forty-five (45) feet (as measured from the finish floor to
the top plate), or three (3) stories .
Page 322
Item 9.
(f) Lot Coverage: 70 percent.
(g) Minimum Open Space: 20 percent. The open space shall be located on the
Townhome development. Open space areas can be less than 20,000 square
feet but not less than 10,000 square feet minimum and an amenity center may
count towards the open space requirement .
2) SECTION 2: RETAIL SUB-DISTRICT
a) Retail District
i) General Description
The Retail District is established to provide locations for various types of general
retail, medical and professional office, a hotel, service uses, and a day care facility.
ii) Development within the Retail District should utilize established landscape and
buffering requirements other than a zero (0) foot buffer along retail sub district
roadways.
iii) Parking along the east side of the retail sub district roadway, within Tracts 3 and 6
shall be dedicated within a Property Owners Association (POA) Lot to be shared
amongst Tracts 1 – 7. A shared parking analysis and agreement will need to be
completed during the site plan stage .
(1) Retail Regulations
(a) Size of Yards:
(i) Minimum Front Yard — 30 feet. (20 feet along Retail Sub-District
Roadway)
(ii) Minimum Side Yard:
1. Fifteen feet adjacent to a nonresidential district. The minimum side
yard setback may be eliminated for attached retail buildings on
separate lots as shown on an approved site plan.
2. Thirty feet for a one story building adjacent to a residential district and
60 feet for a two-story building adjacent to a residential district.
3. Thirty feet adjacent to a street.
(iii)Minimum Rear Yard:
1. Fifteen feet adjacent to a nonresidential district. The minimum side
yard setback may be eliminated for attached retail buildings on
separate lots as shown on an approved site plan.
2. Thirty feet for a one story building adjacent to a residential district and
60 feet for a two-story building adjacent to a residential district.
(b) Size of Lots:
(i) Minimum Size of Lot Area — 10,000 square feet .
(ii) Minimum Lot Width — 100 feet.
(iii)Minimum Lot Depth — 100 feet.
(c) Maximum Height: Two (2) stories with the exception of the retail with office
above building that wraps the parking structure. This building may have the
maximum of six (6) stories.
(d) Lot Coverage: 40 percent.
Page 323
Item 9.
(e) Floor Area Ratio (FAR): Maximum 0.8:1.
(f) Minimum Open Space: Seven (7) percent and can be consolidated with
overall district
(g) Landscape Buffer
(i) Landscape buffer should follow Town Ordinance other than a zero-foot
(0’) buffer along retail sub district roadways .
(2) Hotel Regulations
(a) Hotel, Full Service. Full-Service Hotel developments shall be subject to the
following development standards:
(i) External balconies and walkways shall be set back 200 feet from any
residential zoning district in place at the time of this ordinance’s approval .
(ii) Shall provide management staff on -site 24 hours a day.
(iii)Shall provide at least four amenities from the list below:
1. Indoor/outdoor pool
2. Spa/Sauna
3. Weight Room/Fitness Center
4. Playground
5. Sports Court
6. Game Room
7. Jogging Trail
(iv) Shall provide a full-service restaurant offering three meals a day.
(v) Shall provide a minimum total of 10,000 square feet of meeting /event
space.
(vi) No more than 5% of the total number of guest rooms shall have cooking
facilities.
(vii) All room units must be accessed through an internal hallway , lobby or
courtyard.
(viii) Hotel building height:
(ix) Minimum: four (4) stories
(x) Maximum: eight (8) stories
(3) Office Regulations
General Description
The office may accommodate a variety of office developments providing for
professional, financial, medical, and similar services for local residents.
(a) Size of Yards:
(i) Minimum Front Yard — 30 feet.
1. Minimum Side Yard: Ten feet adjacent to a nonresidential district.
2. Twenty-five feet for a one story building adjacent to a residential
district and forty feet for a two-story building adjacent to a residential
district.
Page 324
Item 9.
(ii) Minimum Rear Yard:
1. Ten feet adjacent to a nonresidential district.
2. Twenty-five feet for a one story building adjacent to a residential
district and forty feet for a two-story building adjacent to a residential
district.
(b) Size of Lots:
(i) Minimum Size of Lot Area — 7,000 square feet.
(ii) Minimum Lot Width — 70 feet.
(iii)Minimum Lot Depth — 100 feet.
(c) Maximum Height: Six (6) stories on Tract 6 and three (3) stories on Tract 7.
(d) Lot Coverage: 30 percent.
(e) Floor Area Ratio (FAR): Maximum . 0.5 :1.
(f) Minimum Open Space: Seven (7) percent and can be consolidated with
overall district
Page 325
Item 9.
Permitted Uses on the Property
The following business establishments shall be permitted on the Property: Items listed are
allowed by right; Designation by, (S) - permitted by special use permit.
Schedule of Permitted Business Establishments
Neighborhood District:
Townhome
Park or playground
Amenity center
Retail District:
Administrative, medical, insurance or professional office
Alcoholic Beverage Sales
Antique shop
Automobile paid parking lot/garage
Automobile parking lot garage
Bank, savings and loan, or credit union
Beauty salon / Barber shop as an incidental use
Big box
Business service
Catering business
Childcare center
Commercial amusement, indoor (S)
Farmers Market
Food truck park (only for special events)
Furniture, home furnishings and appliance store
Government office
Gymnastics /Dance studio
Health / Fitness center
Hotel, full service
House of worship
Meeting / banquet / reception facility
Mobile food vendor
Museum / art gallery
Administrative, Medical, or Professional Office
Government Office
Insurance Office
Park or playground
Print shop, minor
Restaurant without drive-thru or drive in service
Restaurant with drive through service (S)
Retail stores and shops
Page 326
Item 9.
Retail /service incidental use
School, private or parochial
School, public
Theater, neighborhood
Theater, regional
Veterinary clinic and/or kennel, indoor
Wireless communications and support structures (cell tower)
1) SECTION 3: BUILDING DESIGN STANDARDS
The Building Design Standards and Guidelines for the Bella Prosper District shall establish a
coherent urban character and encourage enduring and attractive development, ensuring the
preservation, sustainability, and visual quality of this unique environment. Buildings shall be
located and designed so that they provide visual interest and create enjoyable, human-scale
spaces. The key design principles are:
i) New buildings should utilize building elements and details to achieve a pedestrian-
oriented public realm.
ii) Compatibility is not meant to be achieved through uniformity, but through the use of
variations in building elements to achieve individual building identity.
iii) Building facades should include appropriate architectural details and ornamentation to
create variety and interest.
iv) Open space(s) should be incorporated to provide usable public areas integral to the
urban environment.
a) General to all Sub-Districts or Tracts
i) Building Height
(1) Maximum Building Height: Varies. See each land use district.
(2) Architectural embellishments not intended for human occupancy that are integral
to the architectural style of the buildings, including spires, belfries, towers, cupolas,
domes, and roof forms whose area in plan is no greater than 20% of the first-floor
footprint may exceed the height limits by up to twenty (20) feet.
(3) Mechanical equipment, including mechanical/elevator equipment penthouse
enclosures, ventilation equipment, antennas, chimneys, exhaust stacks and flues,
fire sprinkler tanks, and other similar constructions may extend up to twenty (20)
feet above the actual building height, provided that: 1.) they are setback from all
exterior walls a distance at least equal to the vertical dimension that such item(s)
extend(s) above the actual building height, or 2.) the exterior wall and roof surfaces
of such items that are set back less than the vertical dimension above the actual
building are to be constructed as architecturally integral parts of the building
façade(s) or as architectural embellishments as described above. Mechanical
equipment shall not be visible from the public right-of-way, measured at six (6) feet
above finish grade at the Fire, Access, Utility, and Drainage Easement Line.
ii) Minimum Building Height by use type:
Page 327
Item 9.
(1) Office: one (1) story.
(2) Townhome: two (2) stories.
(3) Hotel: four (4) stories.
(4) Retail/Restaurant: one (1) story.
b) Office Design Standards
i) The ground floor condition for office shall have a minimum of 12 feet ceiling and 14-
foot floor to floor.
ii) Decorative or enhanced concrete tilt wall shall be a permitted material for up to sixty
percent (60%) of any façade.
c) Design of Parking Structures
i) Above-grade parking structure facades along all rights-of-way shall be designed with
both vertical (façade rhythm of 20 feet to 30 feet) and horizontal (aligning with
horizontal elements along the block) articulation.
ii) Where above-grade structured parking is located at the perimeter of a building with
frontage along any right-of-way, openings in their facades shall not exceed 55% of the
façade area. The portion of the parking garage that is visible from the street shall have
an architecturally finished façade compatible with the surrounding buildings.
Screening may be achieved through the use of louvered, solid or opaque vertical
screening elements. Permitted materials shall be metal, glass, pre-cast concrete,
masonry or concrete block.
iii) When parking structures are located at corners, corner architectural elements shall be
incorporated such as corner entrance, signage, glazing and vertical elements that
accentuate the parking structure’s vertical circulation.
iv) Entries and exits to and from parking structures shall be clearly marked for both
vehicles and pedestrians by materials, lighting, signage, etc., to ensure pedestrian safety
on sidewalks.
v) Parking structure ramps shall not be directly fronting any right-of-way.
vi) Parking Structure Height: No parking structure shall be taller than the primary building
it serves.
d) Roof Form
i) Buildings shall have simple, flat fronts with minimal articulations with flat or low-
pitched roofs (2.5:12 or lower) with parapets. Corner hip roof elements and gable
accents at the parapet may be permitted. Projecting mansard roofs shall not be
permitted.
e) Façade Composition
i) Storefronts on facades that span multiple tenants shall use architecturally compatible
materials, colors, details, awnings, signage, and lighting fixtures.
Page 328
Item 9.
ii) Building entrances shall be defined and articulated by architectural elements such as
lintels, pediments, pilasters, columns, porticos, porches, overhangs, railings,
balustrades, and others as appropriate. All building elements should be compatible
with the architectural style, materials, colors, and details of the building as a whole.
Entrances to upper-level uses may be defined and integrated into the design of the
overall building facade.
iii) Buildings shall generally maintain the alignment of horizontal elements along the
block.
iv) Corner emphasizing architectural features, pedimented parapets, cornices, awnings,
blade signs, arcades, colonnades and balconies may be used along commercial
storefronts to add pedestrian interest.
v) Buildings which are located on axis with a terminating street or at the intersection of
streets shall be considered as feature buildings. Such buildings shall be designed with
features which take advantage of that location, such as an accentuated entry and a
unique building articulation which is offset from the front wall planes and goes above
the main building eave or parapet line.
f) Windows and Doors
i) Windows and doors on right-of-way fronting facades (except alleys) shall be
designed to be proportional and appropriate to the architectural style of the building.
First floor windows shall NOT be opaque, tinted or mirrored glass.
ii) All ground floor front facades of buildings along rights-of-way or Open Space shall
have transparent storefront windows covering no less than 30% of the façade area.
iii) Upper floors along rights-of-way shall feature at least 20% transparent windows in each
façade. Single tenant retail that are greater than 20,000 sf shall have no less than 20%
along their primary front facade.
iv) Windows and doors may require fire ratings depending upon separation per IBC/IFC.
g) Building Entries:
i) Main building entries shall be highlighted using such techniques as building
articulation and/or entry canopies, so they are obvious to pedestrians and motorists.
ii) Each building and separate lease space at-grade along the street edge shall have a
functioning primary entry from the sidewalk. Corner entries may count as a primary
entry for both intersecting street fronts.
h) Awnings, Canopies, Arcades & Overhangs:
i) Structural awnings are encouraged at the ground level to enhance articulation of the
building volumes.
ii) The material of awnings and canopies shall be architectural materials that complement
the building.
iii) Awnings shall not be internally illuminated.
iv) Canopies should not exceed one hundred (100) linear feet without a break of at least
five (5) feet.
Page 329
Item 9.
v) Canopies and awnings shall respect the placement of street trees and lighting.
i) Building Articulation
i) That portion of the building where retail or service uses take place on the first floor
shall be accentuated by including awnings or canopies, different building materials, or
architectural building features.
ii) Building facades fronting both streets and driveways should have massing changes and
architectural articulation to provide visual interest and texture and reduce large areas
of undifferentiated building facades. Design articulation should employ changes in
volume and plane. Architectural elements and moldings that break up the mass of the
building are encouraged.
j) Building Materials
i) Brick, natural and manufactured stone, curtain wall and window wall glazing, and
cementitious panel system shall be considered primary materials. Primary materials
shall comprise of at least 75% of each elevation, exclusive of doors and windows.
Where cementitious panel is applied, it shall be limited to no more than 35% of a
building’s material. Non-primary, or secondary materials, may include three-coat
system stucco, resin-impregnated wood panel system, clapboard siding and metal panel
systems.
ii) Only primary building materials are allowed on the first floor, except for metal panel
systems. For purposes of this section, the first floor shall be at least fourteen (14) feet
high and, at a minimum 90% shall be constructed of masonry cladding.
iii) All buildings shall be architecturally finished on all sides with articulation, detailing
and features.
iv) Roofing materials visible from any street shall be copper, factory finished standing
seam metal, slate, synthetic slate, or similar materials.
k) Projections into Setbacks and/or Rights-of-Way:
i) The following projections shall be permitted into a Fire, Access, Utility, and Drainage
Easement as allowed below, provided that 1.) no projection shall be permitted into a
building setback; 2.) such projections do not extend over public rights-of-way; 3.) the
property owner has assumed liability related to such projections; 4.) the property owner
shall maintain such projection in a safe and non-injurious manner; 5.) no projections
allowed over franchise utility corridors unless the projection is thirteen and one half
(13.5) feet above finished grade; and 6.) no projections allowed over public utility
where located within a fire lane or public utility easement.
(1) Ordinary building projections, including, but not limited to water tables, sills, belt
courses, pilasters, and cornices may project up to twenty-four (24) inches beyond a
building face or architectural projection into the setback, but not the Fire, Access,
Utility, and Drainage Easement.
(2) Business signs and roof eaves may project up to ten (10) feet beyond the building
face or architectural projection into the setback, but not the Fire, Access, Utility,
and Drainage Easement.
Page 330
Item 9.
(3) Architectural projections, including balconies, bays, towers, and oriels; show
windows (1st floor only); below grade vaults and areaways; and elements of a nature
similar to those listed; may project up to ten (10) feet beyond the building face into
the setback, but not the Fire, Access, Utility, and Drainage Easement.
(4) Canopies and/or awnings may project from the building face over the entire
setback. Additionally, they may be extended into the Fire, Access, Utility, and
Drainage Easement to be within eight (8) inches of the back of curb if used to
provide a covered walkway to a building entrance and as long as any
canopy/awning support is no closer than twenty-four (24) inches from the back of
curb and does not extend over any fire lane or public utility easement.
4) SECTION 4: LANDSCAPE ENHANCEMENTS
a) Mahard Parkway Landscape and Pedestrian Easement
Mahard Parkway shall be constructed with a minimum ten-foot (10') wide meandering
sidewalk located within a forty-foot (40') landscape and pedestrian easement. Said
sidewalk shall be installed during Phase 2 of the development.
b) Programmed Open Space – Tracts 5 and 6
The open space area shared between Tract 5 and Tract 6 shall be designated and maintained
as programmed open space. Open space requirements for tracts within the Planned
Development that do not independently meet the applicable open space requirements for
their respective use may be satisfied through the provision of programmed open space
located on Tract 5 and Tract 6, subject to compliance with this Planned Development and
all applicable City standards.
c) Monument Feature
A monument feature shall be provided at the northeast corner of Mahard Parkway and
Lovers Lane to serve as a gateway to the district.
d) Landscape Standards
See Appendix A for landscape standards for the Property.
5) SECTION 5: RETAIL SUB DISTRICT ROADWAY DESIGN CRITERIA
a) Thoroughfares shall have a 26-foot right-of-way section as depicted in Exhibit D Section
E-E
b) Driveway stacking requirements along thoroughfares shall be met at the Mahard Parkway
Intersections
c) Thoroughfares within Retail Sub District shall be approved as fire apparatus access roads.
Page 331
Item 9.
Appendix A
Page 332
Item 9.
Page 333
Item 9.
Page 334
Item 9.
Page 335
Item 9.
Page 336
Item 9.
Page 337
Item 9.
Page 338
Item 9.
EXHIBIT E
DEVELOPMENT SCHEDULE
Below is the anticipated project schedule for the proposed Bella Prosper development in
accordance with the Town’s submittal checklist. This schedule is conceptual and subject
to change based on permitting, entitlements, and market conditions.
Zoning approved – May 2026
Civil design (first phase) – 2026
Civil construction - 2027
Building design- 2027
Building construction (full build out) - 2028-2035
Page 339
Item 9.
Zone-24-0025 | Exhibit F: ElevationsJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 340Item 9.
Bella Prosper | Townhomes Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 341Item 9.
Bella Prosper | Park Space Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 342Item 9.
Bella Prosper | Hospitality Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 343Item 9.
Bella Prosper | Mixed Use Offi ce-Over-Retail Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 344Item 9.
Job #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryBella Prosper | Mixed Use Offi ce Condo Affi nity ImageryPage 345Item 9.
Bella Prosper | Grocery Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 346Item 9.
Bella Prosper | Retail Restaurant Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 347Item 9.
Bella Prosper | Retail Restaurant / Park Space Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 348Item 9.
Bella Prosper | Retail Restaurant / Park Space Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 349Item 9.
Bella Prosper | Park Restaurant Kiosks Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 350Item 9.
Bella Prosper | Light Ring Sculpture Affi nity ImageryJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 351Item 9.
Thank YouJob #: 23127 Not For Regulatory Approval, Permitting, or Construction Mixed Use Retail/Restaurant & Multifamily Prosper, Texas Bella Prosper // April 20 2026 // Affi nity ImageryPage 352Item 9.
BELLA PROSPER
CONCEPTUAL SITE PLAN NORTH 0’
SCALE: 1”= 100’-0”
100’200’300’
LOVERS LANE
FIRST STREET
MAHARD PARKWAYPage 353
Item 9.
BELLA PROSPER
CONCEPTUAL SITE PLAN NORTH 0’
SCALE: 1”= 100’-0”
100’200’300’
LOVERS LANE
FIRST STREET
MAHARD PARKWAYLEGEND
Restaurant / Retail
Hotel
Townhomes
Office over Restaurant / Retail
Daycare
Parking Garage
Page 354
Item 9.
BELLA PROSPER
Conceptual Imagery
PARK RESTAURANT KIOSKS
LIGHT RING SCULPTURE
Page 355
Item 9.
Page 1 of 22
BELLA PROSPER DEVELOPMENT AGREEMENT
THIS BELLA PROSPER DEVELOPMENT AGREEMENT (“Agreement”) is
entered into by and between the Town of Prosper, Texas (“Town”), and Prosper Tollway
Palazzos, LLC and PTP Retail Holdings, LLC (“Developer”), individually, a “Party” and
collectively, the “Parties,” to be effective (the “Effective Date”) on the latest date executed
by a Party.
WHEREAS, the Town is a home-rule municipal corporation, located in Collin
County and Denton County, Texas, organized and existing under the laws of the State
of Texas; and
WHEREAS, Developer is developing a project in the Town known as Bella
Prosper (“Property”), a legal description of which Property is attached hereto as Exhibit
A and incorporated by reference; and
WHEREAS, the Property was rezoned by the Town Council on or about _______,
2026, and this Agreement seeks to incorporate, in part, the negotiated and agreed upon
development standards contained in the underlying zoning ordinance, as may be
amended, and/or this Development Agreement, to recognize Developer’s reasonable
investment-backed expectations in said development, as may be amended, and as more
fully described herein.
NOW, THEREFORE, in consideration of the foregoing premises, and for other
good and valuable consideration the receipt and adequacy of which are hereby
acknowledged, the Parties to this Agreement agree as follows:
1. Development Standards. For any structure built on the Property
following the Effective Date, it shall comply with the requirements contained in Exhibit B,
“Building Materials,” attached hereto and incorporated herein. The Parties agree and
acknowledge that the provisions of this Paragraph shall apply to any structure
constructed subsequent to the execution of this Agreement. Nothing in this Agreement
shall be deemed to modify or otherwise amend any zoning regulation duly adopted by
the Town, previously or in the future.
2. Maintenance of Landscape Areas.
A. Developer agrees to maintain all Landscape Areas (including all
vegetation) on the Property, as referenced and/or depicted in the applicable zoning
ordinance, as amended, free of weeds, tall grass, rubbish, brush and other
objectionable, unsightly or unsanitary matter, as defined in Article 6.03 of Chapter 6 of
the Town’s Code of Ordinances, as amended. Further, Developer agrees that landscape
maintenance obligations referenced herein include mulching of Landscape Areas,
prompt replacement of dead or dying vegetation with new vegetation, mowing of
Page 356
Item 9.
Page 2 of 22
Landscape Areas, where required, and other routine and regular maintenance of plants
and other vegetation.
B. In the event that any Landscape Area or plants or vegetation is/are
not properly maintained in accordance with this Agreement, the Town may give written
notice to Developer of such failure to maintain and Developer shall promptly address
such failure, taking into account the type(s) and species of such plants and vegetatio n
and applicable planting cycles of same. After such notice, and Developer’s failure to
address same, Developer agrees and acknowledges that the Town shall have the right
to go onto Developer’s property and replace, replant or otherwise address such failu re
to maintain any Landscape Area or plants or vegetation, with an invoice of costs incurred
by the Town being promptly provided by the Town to Developer. In the event Developer
does not pay such invoice within thirty (30) days of receipt by Developer, the Town may
file a lien on the Property for the costs it incurred for the work done, including a
reasonable administrative fee. Any failure to maintain any Landscape Area, plants or
vegetation shall not be considered a default in accordance with Paragraph 7 of this
Agreement, and any obligations referenced in said Paragraph shall not be applicable to
this Paragraph 2.
C. Notwithstanding any provision in this Paragraph to the contrary, the
Town specifically reserves the right to take enforcement action and/or file a complaint
against Developer in the Town’s municipal court (or other appropriate forum) relative to
weeds, tall grass, rubbish, brush and other objectionable, unsightly or unsanitary matter
on the Property, in accordance with Article 6.03 of Chapter 6 of the Town’s Code of
Ordinances, as amended.
3. Certain Business Establishments Prohibited. Developer agrees and
acknowledges that it will not lease, sell or otherwise permit or authorize on the Property
any of the following business establishments: (1) credit access businesses, as defined
in Texas Finance Code § 393.601, as amended, including but not limited to payday
lending businesses, “cash for title” lenders, and credit services businesses, as defined
in Texas Finance Code § 393.001, as amended); (2) body art facilities; (3) smoke or
vape shops; (4) any business entity that sells drug para phernalia; (5) any business
establishment offering gaming or slot machines; (6) sex shops, including but not limited
to business entities whose primary purpose is the sale of lewd merchandise; (7) pawn
shops; and (8) business entities which primarily utilize outdoor storage or displays.
Additionally, Developer agrees and acknowledges that it will not lease, sell or otherwise
permit or authorize on the Property a package liquor store, which for purposes of this
Agreement is defined as any business entity th at is required to obtain a Package Store
Permit (P) from the Texas Alcoholic Beverage Commission for the off -premises
consumption of alcohol.
4. Covenant Running with the Land. The terms, conditions, rights,
obligations, benefits, covenants and restrictions of the provisions of this Agreement shall
Page 357
Item 9.
Page 3 of 22
be deemed covenants running with the land, and shall be binding upon and inure to the
benefit of the Developer and its heirs, representatives, successors and assigns. This
Agreement shall be deemed to be incorporated into each deed and conveyance of the
Property or any portion thereof hereafter made by any other Developers of the Property,
regardless of whether this Agreement is expressly referenced therein.
5. Applicability of Town Ordinances. Developer shall develop the
Property, and construct all structures on the Property, in accordance with all applicable
Town ordinances and building/construction codes.
6. Default. No Party shall be in default under this Agreement until notice of
the alleged failure of such Party to perform has been given (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 determined based
on the nature of the alleged failure, but in no event less than thirty (30) days after written
notice of the alleged failure has been given). In addition, no Party s hall 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. If either Par ty is in default under
this Agreement, the other Party shall have the right to enforce the Agreement in
accordance with applicable law, provided, however, in no event shall any Party be liable
for consequential or punitive damages
7. Venue. This Agreement shall be governed by and construed in
accordance with the laws of the State of Texas, and all obligations of the parties created
hereunder are performable in Collin County, Texas. Exclusive venue for any action
arising under this Agreement shall lie in Collin County, Texas.
8. Notice. Any notices required or permitted to be given hereunder (each,
a “Notice”) shall be given by certified or registered mail, return receipt requested, to the
addresses set forth below or to such other single address as either party hereto shall
notify the other:
If to the Town: The Town of Prosper
250 W. First Street
Prosper, Texas 75078
Attention: Town Manager
If to Developer: Proper Tollway Palazzos & PTP Retail Holdings
8105 Rasor Boulevard, Ste. 299
Plano, Texas 33067
Attention: Naseem Shaik
9. Prevailing Party. In the event any person initiates or defends any legal
action or proceeding to enforce or interpret any of the terms of this Agreement, the
Page 358
Item 9.
Page 4 of 22
prevailing party in any such action or proceeding shall be entitled to recover its
reasonable costs and attorney’s fees (including its reasonable costs and attorney’s fees
on any appeal).
10. Entire Agreement. This Agreement contains the entire agreement
between the Parties hereto with respect to development of the Property and supersedes
all prior agreements, oral or written, with respect to the subject matter hereof. The
provisions of this Agreement shall be construed as a whole and not strictly for or against
any Party.
11. Savings/Severability. In the event any provision of this Agreement shall
be determined by any court of competent jurisdiction to be invalid or unenforceable, the
Agreement shall, to the extent reasonably possible, remain in force as to the balance of
its provisions as if such invalid provision were not a part hereof.
12. Binding Agreement. A telecopied facsimile of a duly executed
counterpart of this Agreement shall be sufficient to evidence the binding agreement of
each party to the terms herein, including without limitation a scanned copy sent via
electronic mail by either Party.
13. Authority to Execute. This Agreement shall become a binding obligation
on the Parties upon execution by all Parties hereto. The Town warrants and represents
that the individual executing this Agreement on behalf of the Town has full authority to
execute this Agreement and bind the Town to the same. Developer warrants and
represents that the individual executing this Agreement on behalf of Developer has full
authority to execute this Agreement and bind Developer to the same. The Town Council
hereby authorizes the Town Manager of the Town to execute this Agreement on behalf
of the Town.
14. Filing in Deed Records. This Agreement, and any and all subsequent
amendments to this Agreement, shall be filed in the deed records of Collin County,
Texas.
15. Mediation. In the event of any disagreement or conflict concerning the
interpretation of this Agreement, and such disagreement cannot be resolved by the
signatories hereto, the signatories agree to submit such disagreement to nonbinding
mediation.
16. Notification of Sale or Transfer; Assignment of Agreement. Developer
shall notify the Town in writing of any sale or transfer of all or any portion of the Property,
within ten (10) business days of such sale or transfer. Developer has the right (from time
to time without the consent of the Town, but upon written notice to the Town) to assign
this Agreement, in whole or in part, and including any obligation, right, title, or interest of
Developer under this Agreement, to any person or entity (an “Assignee”) that is or will
Page 359
Item 9.
Page 5 of 22
become a Developer of any portion of the Property or that is an entity that is controlled
by or under common control with Developer. Each assignment shall be in writing
executed by Developer and the Assignee and shall obligate the Assignee to be bound
by this Agreement. A copy of each assignment shall be provided to the Town within ten
(10) business days after execution. Provided that the successor Developer assumes
the liabilities, responsibilities, and obligations of the assignor under this Agreement, the
assigning party will be released from any rights and obligations under this Agreement as
to the Property that is the subject of such assignment, effective upon receipt of the
assignment by the Town. No assignment by Developer shall release Developer f rom
any liability that resulted from an act or omission by Developer that occurred prior to the
effective date of the assignment. Developer shall maintain true and correct copies of all
assignments made by Developer to Assignees, including a copy of each executed
assignment and the Assignee’s Notice information.
17. Sovereign Immunity. The Parties agree that the Town has not waived its
sovereign immunity from suit by entering into and performing its obligations under this
Agreement.
18. Effect of 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) are legislative findings of the Town Council; and (d)
reflect the final intent of the Parties with regard to the subject matter of this Agreement.
In the event it becomes necessary to interpret any provision of this Agreement, the intent
of the Parties, as evidenced by the recitals, shall be taken into consideration and, to the
maximum extent possible, given full effect. The Parties have relied upon the recitals as
part of the consideration for entering into this Agreement and, but for the intent of the
Parties reflected by the recitals, would not have entered into this Agreement.
19. Consideration. This Agreement is executed by the Parties hereto without
coercion or duress and for substantial consideration, the sufficiency of which is forever
confessed.
20. Counterparts. This Agreement may be executed in a number of identical
counterparts, each of which shall be deemed an original for all purposes. A facsimile
signature will also be deemed to constitute an original.
21. Amendment. This Agreement shall not be modified or amended except
in writing signed by the Parties. A copy of each amendment to this Agreement, when
fully executed and recorded, shall be provided to each Party, Assignee and successor
Developer of all or any part of the Property; however, the failure to provide such copies
shall not affect the validity of any amendment.
22. Miscellaneous Drafting Provisions. This Agreement shall be deemed
drafted equally by all Parties hereto. The language of all parts of this Agreement shall
Page 360
Item 9.
Page 6 of 22
be construed as a whole according to its fair meaning, and any presumption or principle
that the language herein is to be construed against any Party shall not apply.
23. Waiver of Texas Government Code § 3000.001 et seq. With respect to
any and all Structures to be constructed on the Property pursuant to this Agreement,
Developer hereby waives any right, requirement or enforcement of Texas Government
Code §§ 3000.001-3000.005, as amended.
24. Third-Party Beneficiaries. Nothing in this Agreement shall be construed
to create any right in any Third-Party not a signatory to this Agreement, and the Parties
do not intend to create any third-party beneficiaries by entering into this Agreement.
25. Rough Proportionality. Developer hereby agrees that any land or
property donated and/or dedicated pursuant to this Agreement, whether in fee simple
or otherwise, to the Town relative to any development on the Property is roughly
proportional to the need for such land and Developer hereby waives any claim therefor
that it may have. Developer further acknowledges and agrees that all prerequisites to
such a determination of rough proportionality have been met, and that any costs
incurred relative to said donation are related both in nature and extent to the impact of
the development referenced herein. Both Developer and the Town further agree to
waive and release all claims one may have against the other related to any and all rough
proportionality and individual determination requirements mandated by the United
States Supreme Court in Dolan v. City of Tigard, 512 U.S. 374 (1994), and its progeny,
as well as any other requirements of a nexus between development conditions and the
provision of roadway services to the Property.
26. Exactions/Infrastructure Costs. Developer has been represented by
legal counsel in the negotiation of this Agreement and been advised or has had the
opportunity to have legal counsel review this Agreement and advise Developer,
regarding Developer’s rights under Texas and federal law. Developer hereby waives
any requirement that the Town retain a professional engineer, licensed pursuant to
Chapter 1001 of the Texas Occupations Code, to review and determine that the
exactions required by the Town are roughly proportional or roughly proportionate to the
proposed development’s anticipated impact. Developer specifically reserves its right to
appeal the apportionment of municipal infrastructure costs in accordance with
§ 212.904 of the Texas Local Government Code; however, notwithstanding the
foregoing, Developer hereby releases the Town from any and all liability under §
212.904 of the Texas Local Government Code, as amended, regarding or related to the
cost of those municipal infrastructure requirements imposed by this Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this document to be
executed as of the date referenced herein.
Page 361
Item 9.
Page 7 of 22
TOWN:
THE TOWN OF PROSPER, TEXAS
By: ___________________________
Name: Mario Canizares
Title: Town Manager, Town of Prosper
STATE OF TEXAS )
)
COUNTY OF COLLIN )
This instrument was acknowledged before me on the ___ day of
______________, 2026, by Mario Canizares, Town Manager of the Town of Prosper,
Texas, on behalf of the Town of Prosper, Texas.
____________________________________
Notary Public, State of Texas
My Commission Expires:
_________________
Page 362
Item 9.
Page 8 of 22
DEVELOPER:
PROSPER TOLLWAY PALAZZOS, LLC
PTP RETAIL HOLDINGS, LLC
By: _____________________________
Name: Naseem Shaik
Title: ____________________________
STATE OF TEXAS )
)
COUNTY OF COLLIN )
This instrument was acknowledged before me on the ___ day of
_______________, 2026, by Naseem Shaik on behalf of Prosper Tollway Palazzos, LLC
and PTP Retail Holdings, LLC, known to be the person whose name is subscribed to the
foregoing instrument, and that he executed the same on behalf of and as the act of
Developer.
____________________________________
Notary Public, State of Texas
My Commission Expires:
_________________
Page 363
Item 9.
Page 9 of 22
EXHIBIT A
(Property Description & Depiction)
Page 364
Item 9.
Page 10 of 22
Page 365
Item 9.
Page 11 of 22
Page 366
Item 9.
Page 12 of 22
EXHIBIT B
(Building Design and Materials)
Building Design Standards.
i. The Building Design Standards and Guidelines for the Bella Prosper District
shall establish a coherent urban character and encourage enduring and
attractive development, ensuring the preservation, sustainability, and visual
quality of this unique environment. Buildings shall be located and designed so
that they provide visual interest and create enjoyable, human -scale spaces.
The key design principles are:
1. The conceptual elevations are intended to evoke a general look and feel
of the architecture. Changes to materials and architectural elements are
permitted so long as the building elevations adhere to the regulations
outlined in the Design Guidelines of this Exhibit B.
2. New buildings should utilize building elements and details to achieve a
pedestrian-oriented public realm.
3. Building facades should include appropriate architectural details and
ornamentation to create variety and interest.
4. Open space(s) should be incorporated to provide usable public areas
integral to the urban environment.
ii. General to All Subdistricts or Tracts.
1. Building Height.
i Maximum Building Height: Varies. See each land use district.
ii Architectural embellishments not intended for human occupancy
that are integral to the architectural style of the buildings, including
spires, belfries, towers, cupolas, domes, and roof forms whose
area in plan is no greater than 20% of the first-floor footprint may
exceed the height limits by up to twenty (20) feet.
iii Mechanical equipment, including mechanical/elevator equipment
penthouse enclosures, ventilation equipment, antennas,
chimneys, exhaust stacks and flues, fire sprinkler tanks, and other
similar constructions may extend up to twenty (20) feet above the
actual building height, provided that: 1.) they are setback from all
exterior walls a distance at least equal to the vertical dimension
that such item(s) extend(s) above the actual building height, or 2.)
the exterior wall and roof surfaces of such items that a re set back
less than the vertical dimension above the actual building are to
be constructed as architecturally integral parts of the building
façade(s) or as architectural embellishments as described above.
Mechanical equipment shall not be visible from the public right-of-
Page 367
Item 9.
Page 13 of 22
way, measured at six (6) feet above finish grade at the Fire,
Access, Utility, and Drainage Easement Line.
2. Minimum Building Height by Use Type:
i Office: Two (2) stories.
ii Townhome: Two (2) stories.
iii Hotel: Four (4) stories.
iv Retail/Restaurant: One (1) story.
iii. Office Design Standards.
1. The ground floor condition for office shall have a minimum of 12 feet
ceiling and 14-foot floor to floor.
2. Decorative or enhanced concrete tilt wall shall be a permitted material
for up to sixty percent (60%) of any façade.
iv. Design of Parking Structures.
1. Above-grade parking structure facades along all rights-of-way shall be
designed with both vertical (façade rhythm of 20 feet to 30 feet) and
horizontal (aligning with horizontal elements along the block)
articulation.
2. Where above-grade structured parking is located at the perimeter of a
building with frontage along any right-of-way, openings in their facades
shall not exceed 55% of the façade area. The portion of the parking
garage that is visible from the street shall have an architecturally
finished façade compatible with the surrounding buildings. Screening
may be achieved through the use of louvered, solid or opaque vertical
screening elements. Permitted materials shall be metal, glass, pre-cast
concrete, masonry or concrete block.
3. When parking structures are located at corners, corner architectural
elements shall be incorporated such as corner entrance, signage,
glazing and vertical elements that accentuate the parking structure’s
vertical circulation.
4. Entries and exits to and from parking structures shall be clearly marked
for both vehicles and pedestrians by materials, lighting, signage, etc., to
ensure pedestrian safety on sidewalks.
5. Parking structure ramps shall not be directly fronting any right -of-way.
6. Parking Structure Height: No parking structure shall be taller than the
primary building it serves.
Page 368
Item 9.
Page 14 of 22
v. Roof Form.
1. Buildings shall have simple, flat fronts with minimal articulations with flat
or low-pitched roofs (2.5:12 or lower) with parapets. Corner hip roof
elements and gable accents at the parapet may be permitted.
Projecting mansard roofs shall not be permitted.
vi. Façade Composition.
1. Storefronts on facades that span multiple tenants shall use architecturally
compatible materials, colors, details, awnings, signage, and lighting
fixtures.
2. Building entrances shall be defined and articulated by architectural
elements such as lintels, pediments, pilasters, columns, porticos,
porches, overhangs, railings, balustrades, and others as appropriate. All
building elements should be compatible with t he architectural style,
materials, colors, and details of the building as a whole. Entrances to
upper-level uses may be defined and integrated into the design of the
overall building facade.
3. Buildings shall generally maintain the alignment of horizontal elements
along the block.
4. Corner emphasizing architectural features, pedimented parapets,
cornices, awnings, blade signs, arcades, colonnades and balconies may
be used along commercial storefronts to add pedestrian interest.
5. Buildings which are located on axis with a terminating street or at the
intersection of streets shall be considered as feature buildings. Such
buildings shall be designed with features which take advantage of that
location, such as an accentuated entry and a unique building articulation
which is offset from the front wall planes and goes above the main
building eave or parapet line.
vii. Windows and Doors
1. Windows and doors on right-of-way fronting facades (except alleys)
shall be designed to be proportional and appropriate to the architectural
style of the building. First floor windows shall NOT be opaque, tinted or
mirrored glass.
2. All ground floor front facades of buildings along rights -of-way or Open
Space shall have transparent storefront windows covering no less than
30% of the façade area.
3. Upper floors along rights-of-way shall feature at least 20% transparent
windows in each façade. Single tenant retail that are greater than
20,000 sf shall have no less than 20% along their primary front facade.
4. Windows and doors may require fire ratings depending upon separation
per IBC/IFC.
Page 369
Item 9.
Page 15 of 22
viii. Building Entries.
1. Main building entries shall be highlighted using such techniques as
building articulation and/or entry canopies so they are obvious to
pedestrians and motorists.
2. Each building and separate lease space at -grade along the street edge
shall have a functioning primary entry from the sidewalk. Corner entries
may count as a primary entry for both intersecting street fronts.
ix. Awnings, Canopies, Arcades & Overhangs.
1. Structural awnings are encouraged at the ground level to enhance
articulation of the building volumes.
2. The material of awnings and canopies shall be architectural materials
that complement the building.
3. Awnings shall not be internally illuminated.
4. Canopies should not exceed one hundred (100) linear feet without a
break of at least five (5) feet.
5. Canopies and awnings shall respect the placement of street trees and
lighting.
x. Building Articulation.
1. That portion of the building where retail or service uses take place on the
first floor shall be accentuated by including awnings or canopies, different
building materials, or architectural building features.
2. Building facades fronting both streets and driveways should have
massing changes and architectural articulation to provide visual interest
and texture and reduce large areas of undifferentiated building facades.
Design articulation should employ changes in volume and plane.
Architectural elements and moldings that break up the mass of the
building are encouraged.
xi. Building Materials.
1. Brick, natural and manufactured stone, curtain wall and window wall
glazing, and cementitious panel system shall be considered primary
materials. Primary materials shall comprise of at least 75% of each
elevation, exclusive of doors and windows. Where ce mentitious panel
is applied, it shall be limited to no more than 35% of a building’s
material. Non-primary, or secondary materials, may include three-coat
system stucco, resin-impregnated wood panel system, clapboard siding
and metal panel systems.
Page 370
Item 9.
Page 16 of 22
2. Only primary building materials are allowed on the first floor, except for
metal panel systems. For purposes of this section, the first floor shall be
at least fourteen (14) feet high and, at a minimum 90% shall be
constructed of masonry cladding.
3. All buildings shall be architecturally finished on all sides with
articulation, detailing and features.
4. Roofing materials visible from any street shall be copper, factory
finished standing seam metal, slate, synthetic slate, or similar materials.
xii. Projections into Setbacks and/or Rights-of-Way.
1. The following projections shall be permitted into a Fire, Access, Utility,
and Drainage Easement as allowed below, provided that:
i No projection shall be permitted into a building setback.
ii Such projections do not extend over public rights-of-way.
iii The property owner has assumed liability related to such
projections.
iv The property owner shall maintain such projection in a safe and
non-injurious manner.
v No projections allowed over franchise utility corridors unless the
projection is thirteen and one half (13.5) feet above finished
grade.
vi No projections allowed over public utility where located within a
fire lane or public utility easement.
2. Ordinary building projections, including, but not limited to water tables,
sills, belt courses, pilasters, and cornices may project up to twenty -four
(24) inches beyond a building face or architectural projection into the
setback, but not the Fire, Access, Utility, and Drainage Easement.
3. Business signs and roof eaves may project up to ten (10) feet beyond the
building face or architectural projection into the setback, but not the Fire,
Access, Utility, and Drainage Easement.
4. Architectural projections, including balconies, bays, towers, and oriels;
show windows (1st floor only); below grade vaults and areaways; and
elements of a nature similar to those listed; may project up to ten (10)
feet beyond the building face into the setback, but not the Fire, Access,
Utility, and Drainage Easement.
5. Canopies and/or awnings may project from the building face over the
entire setback. Additionally, they may be extended into the Fire, Access,
Utility, and Drainage Easement to be within eight (8) inches of the back
of curb if used to provide a covered walkway to a building entrance and
as long as any canopy/awning support is no closer than twenty-four (24)
inches from the back of curb and does not extend over any fire lane or
public utility easement.
Page 371
Item 9.
Page 17 of 22
Page 372
Item 9.
Page 18 of 22
Page 373
Item 9.
Page 19 of 22
Page 374
Item 9.
Page 20 of 22
Page 375
Item 9.
Page 21 of 22
Page 376
Item 9.
Page 22 of 22
Page 377
Item 9.
Bella Prosper
(ZONE-24-0025)
Page 378
Item 9.
Proposal
Purpose:
•Construct a mixed-use development consisting of the following items:
•Commercial Uses (Childcare, Hotel, Office, Restaurant, Retail, etc.)
•Townhomes
Page 379
Item 9.
Background
The applicant began the zoning process by discussing the project with Staff in early 2024. After several meetings and reviews
of preliminary plans, an official application was submitted in December of 2024.
Following a couple rounds of review, the applicant presented the proposed development at the May 6, 2025, Planning &
Zoning Commission Work Session. The following week, on May 13, 2025, the applicant presented at the Town Council Work
Session.
In response to the feedback at these meetings, the applicant updated the plan as follows:
•Reduction of Number of Multifamily Dwellings (550 to 435)
•Reduction of Number of Townhome Units (94 to 88)
•Addition of Curvilinear Street (Townhome Section)
•Removal of Second Hotel (Substituted with Additional Restaurant/Retail)
•Reconfiguration of Assisted Living Building and Full-Service Hotel (Facing Amphitheater Area)
The applicant and Staff continued to work on revising the plans until such time that they were presented to the Planning and
Zoning Commission for consideration on September 15, 2025, where they were recommended for approval by a vote of 5 -0.
Page 380
Item 9.
Background Cont.
Following the Planning and Zoning Commission Meeting, the applicant presented the proposed development at the
November 11, 2025, Town Council Meeting. The item was tabled to February 24, 2026, to allow the applicant time to adjust
the plan based on feedback received by the Council.
In response to the feedback at this meeting, the applicant updated the plan as follows:
•Reduction of Number of Multifamily Dwellings (435 to 271)
•Increase of Retail Required Prior to Development of Multifamily (50,000 SF to 62,550 SF)
•Develop Multifamily in Phase 4 instead of Phase 2
•Replace Two Multifamily Buildings with Office Park
•Increase of Number of Townhome Units (88 to 116)
•Removal of Assisted Living
Page 381
Item 9.
Background Cont.
Following the Town Council Meeting on November 11, 2025, the applicant presented the proposed development at the
February 24, 2026, Town Council Meeting. The item was tabled to June 9, 2026, to allow the applicant time to adjust the
plan based on feedback received by the Council.
In response to the feedback at this meeting, the applicant updated the plan as follows:
•Removal of Multifamily Dwellings (271 to Zero)
•Decrease of Number of Townhome Units (116 to 88)
•Decrease of Retail Required Prior to Residential Development (62,550 SF to 52,450 SF)
Page 382
Item 9.
Page 383
Item 9.
Future Land Use Plan
Dallas North Tollway District:
•Recommends the most intense land uses
within the Town.
•Encourages mixed-used development
containing a mixture of office, retail, and
residential uses.
Page 384
Item 9.
Zoning
Zoning
Current Land
Use
Future Land Use
Plan
Subject
Property
Agricultural and
Planned
Development-71
Vacant Dallas North
Tollway District
North
Planned
Development-66
(Star Trail)
Single-Family
Residential
Medium Density
Residential
East
Planned
Development-41
(Multifamily)
Vacant Dallas North
Tollway District
South
Planned
Development-71
(Single Family-10)
Vacant Dallas North
Tollway District
West Commercial
Community
Center
(Children’s
Hunger Fund)
Retail &
Neighborhood
Services
Page 385
Item 9.
Previous ProposalCurrent Proposal
Page 386
Item 9.
The development is broken into two
subdistricts and ten tracts.
Page 387
Item 9.
Subdistrict Regulations
(Neighborhood Subdistrict)
Page 388
Item 9.
District Regulations
(The following represent the proposed deviations from standard regulations.)
Townhome:
•Setbacks: Decrease in Front (25’ to 20’) & Increase in Rear (20’ to 25’)
•Height: Increase from 40’ to 45’
•Lot Coverage: Increase from 55% to 70%
Page 389
Item 9.
Subdistrict Regulations
(Retail Subdistrict)
Page 390
Item 9.
District Regulations
(The following represent the proposed deviations from standard regulations.)
Full-Service Hotel:
•Height: Increase from 2 Stories to 8 Stories
Office Uses:
•Height: Increase from 2 Stories to 3-6 Stories
Retail Uses:
•Floor Area Ratio: Increase from 0.4:1 to 0.8:1
Page 391
Item 9.
Access & Parking
Street E-E:
•Right-of-way section (26 feet) that will be constructed through the interior of the subdistrict.
•Reduced front building setback proposed for buildings along this roadway. (20 Feet)
•No landscape easement or buffer proposed along this roadway.
Parking:
•Shared parking proposed for spaces on the east side of Street E-E within Tracts 3 and 6.
•Property Owner’s Association
•Parking Analysis (Site Plan)
•Shared Parking Agreement (Site Plan)
Page 392
Item 9.
General Regulations
(Both Subdistricts)
Page 393
Item 9.
Development Guidelines
Phasing:
This project will be constructed in four phases.
Triggers:
•A minimum of 60,950 square feet of commercial development will be constructed prior to the
construction of the townhomes.
•The full length of Mahard Parkway, as shown on the conceptual plan, will be constructed with the
townhome section.
Page 394
Item 9.
Architectural Standards
Building Materials:
•Primary (Min. of 75%)
•Brick
•Cementitious Panel System (Max. of 35%)
•Glazing (Curtain or Window Wall)
•Stone (Natural or Manufactured)
•Secondary (Max. of 25%)
•Clapboard Siding
•Metal Panel Systems
•Resin-Impregnated Wood Panel System
•Stucco (Three-Coat)
•First Floor of Buildings
•Masonry Cladding (Min. of 90%)
•Metal Panel Systems
•Office Buildings
•Decorative or Enhanced Concrete Tilt Wall (Max.
of 60%)
•Primary Materials
•Secondary Materials
Page 395
Item 9.
Architectural Standards Cont.
Building Design:
•Articulation
•Articulation will be accentuated by the inclusion of architectural building features, awnings or
canopies, or different building materials and is required where retail or service uses take place on
the first floor of a building and building façades front both streets and driveways.
•Awnings, Canopies, and Overhangs
•Awnings and canopies will be comprised of materials that are complimentary to the building.
•Door and Windows
•Windows will be transparent on 30% of ground floor façade areas facing open space or right-of-
way and 20% of upper floor façade areas facing right-of-way.
•Embellishments and Mechanical Equipment
•Architectural embellishments and mechanical equipment may extend 20 feet above the building
height provided they are setback at a distance equal to their height or are integral parts of the
building façade.Page 396
Item 9.
Building Design Continued:
•Entries
•Entries will be highlighted using building articulation and entry canopies.
•Façade Composition
•Façade compositions will consist of architecturally compatible multi-tenant storefronts, defined
and articulated building entrances, and accentuated and unique features for “feature buildings”
located at the intersection of streets.
•Height
•Hotel: Minimum of 4 Stories
•Office: Minimum of 2 Stories
•Restaurant/Retail: Minimum of 1 Story
•Townhome: Minimum of 2 Stories
Page 397
Item 9.
Building Design Continued:
•Parking Structures
•Parking structures will have horizontal and vertical articulation, clearly marked entries and exits for
vehicles and pedestrians, and architectural finishes compatible to surrounding buildings if visible
from the street.
•Projections
•Projections into Fire, Access, Utility, and Drainage Easements (F.A.U.D.E.) are permitted if there are
no encroachments into building setbacks, extensions over public right-of-way, and extensions over
public utilities located within a fire lane or public utility easement.
•Roof Form
•Roofs will be flat or low-pitched (2.5:12 or lower) with parapets.
Page 398
Item 9.
Landscaping & Open Space
Neighborhood Subdistrict:
•Open Space to be exclusively within Townhome Area (Min. of 20%)
Retail Subdistrict:
•Enhancements to Required Landscaping
•Perimeter, Interior, and Building
•Open Space for Commercial Lots (Min. of 7% for Each Lot)
•Incorporated with Entire Subdistrict
Page 399
Item 9.
Recommendation
Town Staff:
•Town Staff recommends approval of the Planned Development.
Planning and Zoning Commission
•Planning and Zoning Commission recommended approval of the Planned Development. (5 -0)
Noticing:
•Friday, September 26th (No Response)
Page 400
Item 9.
Page 1 of 2
To: Mayor and Town Council
From: David Hoover, AICP, Director of Development Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: AMR Premium Storage Garages Wet Pond Waiver Request
Town Council Meeting – June 9, 2026
Strategic Visioning Priority: Provide Excellent Municipal Services
Agenda Item:
Consider and act upon a request to waive the Town’s Drainage System Design Requirements for
a wet or underground detention pond for the detention pond on the proposed AMR Premium
Storage site.
Description of Agenda Item:
The Town’s Drainage System Design Requirements adopted in 2017 requires wet or underground
detention to satisfy detention requirements where applicable. Section 6.09.F. allows a process to
request a waiver from the Town Council to allow a dry detention pond only in the following
circumstances:
Physical constraints
Hydraulic limitations
Other hardships
AMR Premium Storage Garages is proposing a new vehicle storage facility on 10.8± acres on the
west side of Coleman Street and 1,740± feet south of Prosper Trail. The applicant believes that
the proposed dry detention pond would meet the Town standards for the following reasons:
The pond is located at the rear of the property and is not visible from any public street or
right-of-way.
The pond is adjacent to an existing railroad corridor, providing natural screening.
All adjacent detention facilities are dry ponds, maintaining consistency with surrounding
development.
The pond will fully comply with Town of Prosper stormwater criteria, including detention
volume and release rates.
Wet ponds are required by the Town for stormwater management due to multiple environmental,
hydrologic, and regulatory benefits such as flood control and water quality improvement. The
planned development was approved in 2022, after the Town had adopted detention pond
requirements. There was no allowance for a dry detention pond in the Planned Development
Standards.
PLANNING
Page 401
Item 10.
Page 2 of 2
Budget Impact:
There is no budgetary impact affiliated with this item.
Attached Documents:
1. Request Letter with Exhibit
Town Staff Recommendation:
Town Staff does not find there are any physical constraints, hydraulic limitations, or other
hardships that would prevent providing a wet pond at the proposed location. Therefore, the staff
recommends denying the request for a waiver to allow a dry pond.
Proposed Motion:
I move to (approve /deny) the request to waive the Town’s Drainage System Design Requirements
for a wet or underground detention pond for the proposed AMR Premium Storage Garages site.
Page 402
Item 10.
DRAINAGE WAIVER REQUEST – DRY DETENTION POND
AMR Premium Storage – Town of Prosper, Texas
To Whom It May Concern,
On behalf of AMR Premium Storage, we respectfully submit this request for a waiver from the Town of Prosper
requirements related to detention pond design and aesthetic treatment as they pertain to wet detention / enhanced
aesthetic pond expectations.
Per the intent of the Town of Prosper Subdivision Ordinance (Chapter 10) and the Engineering Design Standards,
Section 6 – Drainage System Design Requirements, stormwater facilities must protect public health, safety, and welfare
while ensuring adequate drainage and minimizing downstream impacts. The proposed design meets these
intent-based requirements.
The proposed detention facility is a dry detention pond and meets the intent of Town standards for the following
reasons:
• The pond is located at the rear of the property and is not visible from any public street or right-of-way.
• The pond is adjacent to an existing railroad corridor, providing natural screening.
• All adjacent detention facilities are dry ponds, maintaining consistency with surrounding development.
• The pond will fully comply with Town of Prosper stormwater criteria, including detention volume and release rates.
Demonstration of Compliance with Applicable Standards
Although a wet detention pond is not proposed, the design complies with the Town’s drainage criteria and satisfies the
underlying objectives of stormwater management:
• The facility is designed to prevent adverse downstream impacts by meeting required detention volume and release
rates.
• The design supports public health, safety, and welfare by providing adequate drainage infrastructure.
• Water quality is addressed through standard detention basin function, including sedimentation and controlled
discharge.
• The design is consistent with surrounding drainage infrastructure and development patterns.
• Town standards allow flexibility where the overall intent is achieved without adverse impacts.
Given that the pond is not publicly visible, is screened by existing infrastructure, is consistent with surrounding
conditions, and meets the intent of Town drainage requirements, we respectfully request approval of this waiver.
Sincerely,
Drew Donosky, PE
Claymoore Engineering, Inc.
3231 Harwood Road, Bedford, TX 76021
drew@claymooreeng.com | 817.281.0572
Page 403
Item 10.
FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFL
EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGDRYDETENTIONPONDBLDG. 41-STORYBOAT / RV SPACES41,147 SFBLDG. 61-STORY LUXURYWAREHOUSE3,214 SFBLDG. 71-STORY LUXURYWAREHOUSE3,214 SFBLDG. 81-STORY LUXURYWAREHOUSE3,214 SFBLDG. 31-STORY LUXURYWAREHOUSE22,586 SF1-STORYBOAT / RV SPACES20,333 SFBLDG. 111-STORY LUXURYWAREHOUSE3,214 SFBLDG. 131-STORY LUXURYWAREHOUSE3,214 SFBLDG. 11-STORYRETAIL BLDG.12,115 SFBLDG. 21-STORYRETAIL BLDG.12,115 SFFFE=667.00'FFE=666.50'FFE=665.50'FFE=667.00'FFE=666.50'FFE=665.50'FFE=666.00'FFE=666.50'FFE=667.00'FFE=667.50'FFE=665.00'FFE=665.00'FFE=665.00'FFE=664.00'FFE=666.00'FFE=666.00'FFE=670.00'FFE=669.50'BLDG. 51-STORY LUXURYWAREHOUSE3,214 SFBLDG. 91-STORY LUXURYWAREHOUSE3,214 SFFFE=665.00'BLDG. 161-STORY LUXURYWAREHOUSE3,214 SFFFE=667.00'BLDG. 151-STORY LUXURYWAREHOUSE3,214 SFFFE=666.50'BLDG. 141-STORY LUXURYWAREHOUSE3,214 SFFFE=666.00'BLDG. 121-STORY LUXURYWAREHOUSE3,214 SFFFE=664.50'BLDG. 101-STORY LUXURYWAREHOUSE3,214 SFFFE=664.50'NO
PARKING NO
PARKING
NO
PARKING 15' UTILITY EASEMENTCITY OF PROSPERVOL. 3909, PG. 211O.P.R.C.C.T.APPROXIMATE LOCATION OF20' SOUTHWESTERN BELLTELEPHONE COMPANY EASEMENTVOL. 737, PG. 20O.P.R.C.C.T.30' STREET EASEMENTVOL. 1842, PG. 835O.P.R.C.C.T.24' FIRELANE, ACCESS& UTILITY EASEMENTVOL. 2011, PG. 245,P.R.C.C.T.EX. LAND USE: RETAILEX. ZONING: COMMERCIALEX. ZONING: COMMERCIALEX. LAND USE: VACANTEX. ZONING: SF-15FUTURE LAND USE: RETAIL & NEIGHBORHOOD SERVICESPROSPER HIGH SCHOOL & MIDDLE
SCHOOL ADDITION, BLOCK 1 LOT 1R,
AMENDED PLAT
DOC. NO. 20130722010002210EX. LAND USE: DAIRY MANUFACTURERSEX. ZONING: COMMERCIALFUTURE LAND USE: RETAIL & NEIGHBORHOOD SERVICES1745' TO PROSPER TRAILSSSS15' LANDSCAPE EASEMENT15' YARD SETBACK5' LANDSCAPESETBACKD2' OVERHANG30.4'105.9'60'44.6'
44.6'14.9'24' FIRELANE, ACCESS& UTILITY EASEMENTVOL. 2011, PG. 245,P.R.C.C.T.PROSPER HIGH SCHOOL & MIDDLE SCHOOL
ADDITION, BLOCK 1 LOT 1R, AMENDED PLAT
DOC. NO. 20130722010002210EX. FIRE HYDRANTEX. TREE TO BEREMOVEDPROP. FHPROP. WATER ESMT.PROP. FHPROP. WATER ESMT.PROP. WATERESMT.PROP. FHPROP. FHPROP. WATERESMT.5' LANDSCAPE BUFFERRISERROOMPROP. FHPROP. BERMPROP. CURB INLET(TYP.)PROP. FHPROP. JUNCTIONBOXLOT 1/BLOCK APROP.BERMPROP. 24' FIRE LANE,ACCESS, DRAINAGE,& UTILITY ESMT.PROP. CURBINLET(TYP.)PROP. 6' TALLAMERISTAR PANELSDRAINAGE &DETENTIONEASEMENTRISER ROOMPROP. CURBINLET(TYP.)PROP.CURB INLET(TYP.)PROP. 24' FIRE LANE,ACCESS, DRAINAGE,& UTILITY ESMT.RISER ROOMPROP. CURBINLET (TYP.)PROP. BERMPROP. WATERESMT.PROP. FHPROP. SAN. SEWERMANHOLE (TYP.)RISER ROOMRISER ROOMFDCFDCREMOTE FDCFDCPROP.HEADWALL(TYP.)PROP. HEADWALL(TYP.)PROP.WATERESMT.PROP.WATERESMT.PROP. FHPROP. WATERESMT.PROP. BERMPROP.BERMEX. DRIVEWAYPROP. VACUUMSTATIONPROP. AUTOMATICGATE #1PROP. AUTOMATICGATE #3PROP. PULL THRUWASH BAY & EQUIP.ROOMPROP. DUMP STATION &CLEAN WATER FILL #1PROP. DUMP STATION &CLEAN WATER FILL #2PROP. AUTOMATICGATE #2PROP. JUNCTIONBOX11'20'24'20'37.3'6'10'R30'R30'R30'R3
0
'R30'R30'R30'R30'9'9'9'9'9'9'11'20'24'20'36.3'7.3'20'24'3.4'20'10.6'7.3'20'24'6'20'10.6'24'5.2'7.3'30.2'16.3'15.4'
15.4'15.4'
6'
5.1'5'5'9'24'9'9'24'9'9'9'24'9'4.5'20'24'12'4.1'20'24'10.6'9'9'9'2' OVERHANG95.2'95.2'44.6'5'10.5'15'R3'R3'R3
'11'8.3'12'12'13'R54'5'6.5'60'60'54.5'14.7'
9'TYP.9'TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.5.5'PROP. KEY FOBR30'R54'15.9'PROP. WATERESMT.9'9'22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.PROP. FHPROP. REMOTEFDCPROP. FHRISER ROOMRISER ROOMRISER ROOMRISER ROOMRISER ROOMPROP.REMOTEFDCFDCFDCREMOTE FDCPROP.REMOTE FDC16.3'16.3'16.3'16.6'PROP. FHPROP.REMOTE FDCPROP.REMOTE FDC22'TYP.22'TYP.22'TYP.22'TYP.22'TYP.PROP. KEY FOBPROP. FHPROP. WATERESMT.PROP.WATERESMT.RISERROOMRISER ROOMRISERROOMRISER ROOM12'HVAC UNITS (TYP.)12.5'13.5'17.8'6.4'6'16.3'16.3'16.3'16.3'16.3'9'9'9'22'22'22'22'22'22'22'22'20'HVAC UNITS (TYP.)HVAC UNITS (TYP.)HVAC UNITS (TYP.)HVAC UNITS (TYP.)HVAC UNITS (TYP.)REMOTE FDC49.7'44.8'49.6'44.8'10.4'20'10'10'10'10'10'10'10'10'660660659 658 657658659660661662663664665666667668669668667666665664663662
661
661
660659659658657660660659 658 657 657 657657658659660
663664665662661662661662668667663664665666667669669669668669GRAVEL N 89°54'48" E 937.81'45.88'S 01°10'33" W 477.56'S 89°57'38" W 1028.72'N 11°24'21" E 509.85'
L1
(N 12°19'44" E 510.03')(S 89°09'52" E 938.02')(S 02°05'54" W 477.67')(N 89°07'12" W 1029.01')891.93'N. COLEMAN STREET
RIGHT-OF-WAY VARIES
BURLINGTON NORTHERN SANTA FE RAILROAD100' RIGHT-OF-WAY
TBM X-CUTELEV.=647.3'10'PROP. CURB INLET(TYP.)EX. TREE TO BEREMOVEDPROP.HEADWALL(TYP.)15' YARD SETBACK5' LANDSCAPE SETBACKEX. POWER POLEPROP. BERMPROP. 6' TALLAMERISTAR PANELSRISERROOMRISERROOM2' OVERHANGR3
0
'
44.6'72.3'15.4'
15.4'72.6'10.4'10.4'44.6'72.6'44.6'72.6'44.6'72.6'72.6'44.6'72.6'44.6'72.3'44.6'72.3'44.6'72.3'44.6'72.3'44.6'72.3'30' YARD SETBACK25' LANDSCAPE & & ACCESSEASEMENT10' HIKE &BIKE TRAIL10' HIKE &BIKE TRAILCALLED 4.00 ACRESDAIRY MANUFACTURERS, INC.VOL. 3510, PG. 179O.P.R.C.C.T.(REMAINDER)CALLED 9.2956 ACRESJAMES E. ROWLANDVOL. 3402, PG. 451O.P.R.C.C.T.201.9'23'11'PROP. 8 FT. HIGHTRASH ENCLOSURE, BRICK &STONE TO MATCH BUILDING5'5' LANDSCAPE BUFFERPROP. 6' TALLAMERISTAR PANELSZONE "X"ZONE "AE"20' UTILITY EASEMENTVOL. 1842, PG. 835O.P.R.C.C.T.STREET ESMT.30' STREET EASEMENTABANDONMENTDOC. NO.: 2026000024250O.P.R.C.C.T.19.3'PROP. ACCESSGATE PER ARCHT'L.DETAILSPROP. ACCESSGATE PER ARCHT'L.DETAILSPROP. PADTRANSFORMERPROP. ELEC.EASEMENTPROP. ELEC.EASEMENTPROP.PADTRANSFORMERPROP. KEY FOB201.9'40' WATER LINE EASEMENTVOL. 4343, PG. 2718O.P.R.C.C.T.EX. LAND USE: SHOOL
EX. ZONING: SF-15
FUTURE LAND USE: MEDIUM
DENSITY RESIDENTIAL
R
3
0
'PROP.CURB INLET(TYP.)100' STORAGE 5'105' TAPER
19.5' STREET ESMT.PROP. ACCESSGATE PER ARCHT'L.DETAILSPROP. ACCESSGATE PER ARCHT'L.DETAILSPROP. ACCESSGATE PER ARCHT'L.DETAILSR
1
5
'R25'PROP. 20' DRAINAGEEASEMENT20'PROP. 3 FT. WIDECONCRETE FLUMEPER DETAIL SHEET C-195'3'3'3'11'12.5'12.5'17'12.5'12.5'PROP. CURB INLETR.O.W.DEDICATIONPROP. KEY PADPROP. KEY PADPROP. KEY PAD4.5'PROPOSEDOUTDOOR SITTING AREA PER TOWNORDINANCE20'25'20'25.3'4.7'R3'R3'R3
0
'
R
1
0
'R3'R30'R30'R
3
'R10'R3
0
'R3'R3'R
3
'
13.9'11'
16.4'R30'R3
'R5'R
3
'
R3
0
'
R
1
0
'R3'R
3
'R30'R30'R54'R30'R30'R30'24'R30'R3'24'R
3
'PROP. 15' SAN.SEWER ESMT.15'
11'15.3'PROP. WATER ESMT.10'10'R20'R80'R
3
'R3'DATENo.REVISION BYDATE:SHEETFile No. 2021-2175/13/2026CHECKED:ASDDRAWN:MKTDESIGN:MKTAMR PREMIUM STORAGE
TOWN OF PROSPER, TX
1105 CHEEK SPARGER RD. SUITE #1 PHONE: 817.281.0572
COLLEYVILLE, TX 76034 WWW.CLAYMOOREENG.COM TEXAS REGISTRATION #141995/13/2026COUNTYSURVEY:ABSTRACT NO.COLLINCITY:STATE:PROSPERTEXASLEGAL DESCRIPTION:APPLICANT:CLAYMOORE ENGINEERING, INC.1903 CENTRAL DRIVE, SUITE #406BEDFORD, TX 76021PH: 817.281.0572SURVEYOR:EAGLE SURVEYING, LLC210 SOUTH ELM STREET, SUITE #104DENTON, TX 76201PH: 940.222.3009CONTACT NAME: DREW DONOSKYCONTACT NAME: MATTHEW RAABEBEATY ADDITION,BLOCK A, LOT 1,11.290 ACRE TRACT OF LAND CONVEYED TOCOLEMAN STREET 11 ACRE PARTNERS, LLCBY DEED OF RECORD DOC. # 20191007001251960OF THE OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXASAMR PREMIUM STORAGESITE PLANDEVAPP-25-0127OWNER:AMR PREMIUM STORAGE LLC200 CRESCENT COURT, SUITE 1820DALLAS ,TX 75201PH: 469.941.4402 CONTACT NAME: RUSH GRAVESCOLLIN CO SCHOOL LANDSURVEY147THE PROPERTY IS LOCATED IN NON-SHADED ZONE "X" AND ZONE "AE" ASSCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED JUNE 2ND,2009 AND IS LOCATED IN COMMUNITY NUMBER 480141 AS SHOWN ON MAPNUMBER 48085C0235J, AS AFFECTED BY LETTER OF MAP REVISION TO THETOWN OF PROSPER, COLLIN COUNTY, TEXAS WITH CASE NO. 17-06-1828P,EFFECTIVE JANUARY 18, 2018. THE LOCATION OF THE FLOOD ZONE ISAPPROXIMATE. FOR EXACT FLOOD ZONE DESIGNATION, PLEASE CONTACT1-(877) FEMA MAP.FLOODPLAIN NOTENOTES:1.ALL DIMENSIONS ARE TO FACE OF CURBUNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL PLANS FORBUILDING DIMENSIONS AND EXACT DOORLOCATIONS.0GRAPHIC SCALE1 inch = ft.50501005025VICINITY MAPN.T.S.SITELEGENDPROPOSED FIRE LANE PER TOWN OFPROSPER STANDARDSPROPOSED CONCRETE SIDEWALKPROPOSED PUBLIC CONCRETE SIDEWALKPER CITY DETAILSPROPOSED CONCRETE CURB AND GUTTERPARKING COUNTPROPOSED FIRE LANE STRIPPINGPROPOSED HVAC UNITSSITE DATA SUMMARYLOTEX. ZONING / PROPOSEDZONINGPROPOSED USELOT SIZE(ACRES)LOT SIZE (SQ. FT.)BLDG AREABLDG HGT.(FT)LOT COVERAGEFLOOR AREARATIOPARKINGHANDICAP SP.TOTALIMPERVIOUS (SQ FT)LANDSCAPINGOPEN SPACEREQ.PROV.REQ.PROV.USEDREQ.PROV.REQ.PROV.REQ. (15 SF PER PARKING SPACE)PROV.REQ. (7% NET SITE AREA), SQ FTPROV.LOT 1PLANNEDDEVELOPMENT-117(PD-117)BOAT & RV SPACES /LUXARY WAREHOUSE /LUXURY OFFICES10.76469,046122,6341 STORY28' - 0"50% MAX26.2%0.5:1MAX0.27 LUXURY WAREHOUSERATIO (1/1000 SF)12312456327,27870%3,5558,27432,83353,34311%RETAIL/OFFICE BLDGS.24,2301 STORY20' - 10 1/2"5.2%0.5:1MAX0.05 RETAIL/ OFFICE BLDG.RATIO (1/250 SF)9711356TOTAL146,86432.1%0.322202371012PROSPER TRAILN COLEMAN ST
E 7TH STE 6TH STE 5TH STE 8TH STN CHURCH ST
N CRAIG RD TRAIL DRTRAIL DRL.S.= LANDSCAPE AREAO.S.= OPEN SPACE AREAPROP. = PROPOSEDEX. = EXISTINGTYP. = TYPICALSITE PLANSP-1Site Benchmarks:TBM-1: "X" CUT SET ON CONCRETE DRIVEWAY LOCATEDNORTH OF PROPERTY. APPROXIMATELY 453 FEET WESTOF COLEMAN STREET. ELEVATION = 647.30.TBM-2: "X" CUT SET ON CONCRETE DRIVEWAY LOCATEDNORTH OF PROPERTY. APPROXIMATELY 391 FEET WESTOF COLEMAN STREET. ELEVATION = 667.60.City Benchmarks:BM NO. 4: BRONZE DISK STAMPED "TOWN OF PROSPERSURVEY MONUMENT" LOCATED ONTHE NORTHWEST CORNER OF A CURB INLET LYING ONTHE WEST SIDE OF S. MAINSTREET +30' SOUTH OF THE INTERSECTION OF S. MAINSTREET AND W. 3RD STREET.. ELEVATION = 666.471121)All development standards shall follow Town Standards.2)Landscaping shall conform to landscape plans approved by the Town of Prosper.3)All development standards shall follow Fire Requirements per the Town of Prosper.4)Handicapped parking areas and building accessibility shall conform to the Americans withDisabilities Act (ADA) and with the requirements of the current, adopted Building Code.5)All signage is subject to Building Official approval.6)Impact fees will be assessed in accordance with the land use classification(s) identified on the Site Data Summary Table; however, changes to the proposed land use at the time of CO and/or finish-out permit may result inadditional impact fees and/or parking requirements.7)The approval of a Preliminary Site Plan shall be effective for a period of two (2) years from the date that the Preliminary Site Plan is approved by the Planning & Zoning Commission, at the end of which time the applicantmust have submitted and received the approval of a Site Plan by the Planning & Zoning Commission. If a site plan is not approved within such two (2) year period, the Preliminary Site Plan approval is null and void. If SitePlan approval is only for a portion of the property, the approval of the Preliminary Site Plan for the remaining property shall be null and void.8)Open Space requirements shall follow the Zoning Ordinance, per tract. Open Space shall not include vehicular paving, required parking lot landscape islands, building footprint, utility yards, required landscape setbacks,sidewalks, and detention pond.SITE PLAN NOTES:13WATER METER SCHEDULEIDTYP.SIZENO.SAN. SEWERDOM.2"46"IRR.1.5"1N/ADOM.1"126"2131333333333357.7'Page 404Item 10.