06.13.13 Town Council Regular Meeting PacketPage 1 of 4
]
Welcome to the Prosper Town Council Meeting.
Citizens may watch the meeting live by using the following link:
https://prospertx.new.swagit.com/views/378/
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. Recognize the Town's Communication's staff with awards received from the Texas
Association of Municipal Information Officers (TAMIO). (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 13, 2023
6:15 PM
Page 1
Page 2 of 4
2. Consider and act upon the minutes from the May 23, 2023, Town Council Regular
meeting. (MLS)
3. Consider and act upon awarding CSP No. 2023-29-B to Pavecon Public Works, LP,
related to construction services for Prosper Public Works Legacy Road: Star Meadow
Drive to Parvin Road; and authorizing the Town Manager to execute a construction
agreement for same. (FJ)
4. Consider and act upon approving the purchase of manhole rehabilitation services from
Fuquay, Inc., through the Texas Local Government Purchasing Cooperative; and
authorizing the Town Manager to execute documents for the same. (FJ)
5. Consider and act upon authorizing the Town Manager to execute an Amended Escrow
Agreement between Responsive Education Solutions, and the Town of Prosper,
Texas, related to the construction of an exit-only driveway onto Custer Road to serve
the Founders Classical Academy of Prosper. (HW)
6. Consider and act upon authorizing the Town Manager to execute Contract
Amendment No. 1 to the Professional Engineering Services Agreement, between
TranSystems Corporation dba TranSystems Corporation Consultants, and the Town
of Prosper, Texas, related to the design of the US 380 Deceleration Lane Modifications
project. (HW)
7. Consider and act upon authorizing the Town Manager to execute a Professional
Engineering Services Agreement between Garver, LLC., and the Town of Prosper,
Texas, related to the design of the First Street (Coleman – Craig) project. (HW)
8. Consider and act upon approval of a Professional Services Agreement with Gray
Event Management for recreation program instructor services. (DB)
9. Consider and act upon an ordinance to rezone 5.7± acres from Office (O) to Planned
Development-Office (PD-O), located on the west side of Mahard Parkway, south of
Prairie Drive, specifically to allow for a limited-service hotel. (Z22-0002) (DS)
10. Consider and act upon authorizing the Town Manager to execute a Development
Agreement between Prosper Villages at Legacy LLC and the Town of Prosper, related
to the Prosper Center Development, located on the west side of Mahard Parkway,
south of Prairie Drive, specifically to allow for a limited-service hotel. (DEVAGRE-23-
0010) (DS)
11. Consider and act upon an ordinance to amend the Future Land Use Plan from
Residential Low Density to Retail and Neighborhood Services, generally located on
the east side of Preston Road, north of St. Peter Lane. (CA21-0001) (DS)
12. 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 & Zoning Commission on any Preliminary Site Plans and
Site Plans including PISD High School and Westside Development. (DS)
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
Page 2
Page 3 of 4
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:
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. 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. For individuals wishing to speak
on a non-public hearing item, they may either address the Council during the Citizen Comments
portion of the meeting or when the item is considered by the Town Council.
Items for Individual Consideration:
13. Consider and act upon a Booking Agreement between the Town of Prosper and Coffey
Global for event and entertainment services related to Freedom Fest 2023. (DB)
14. Consider and act upon the award of a contract to Weatherproofing Services for the
renovation of the Town Hall water feature and authorizing the Town Manager to
execute documents for the same. (CE)
15. Discuss and consider Town Council Subcommittee reports. (DB)
Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
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 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.
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
Friday, June 9, 2023, and remained so posted at least 72 hours before said meeting was
convened.
________________________________ _________________________
Michelle Lewis Sirianni, Town Secretary Date Notice Removed
Page 3
Page 4 of 4
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
Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited
to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with
approval of a majority vote of the Town Council.
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 -
1011 at least 48 hours prior to the meeting time.
Page 4
Page 1 of 5
]
Call to Order/ Roll Call.
The meeting was called to order at 6:15 p.m.
Council Members Present:
Mayor David F. Bristol
Mayor Pro-Tem Jeff Hodges
Deputy Mayor Pro-Tem Craig Andres
Councilmember Marcus E. Ray
Councilmember Amy Bartley
Councilmember Chris Kern
Council Members Absent:
Councilmember Charles Cotten
Staff Members Present:
Mario Canizares, Town Manager
Michelle Lewis Sirianni, Town Secretary
Terry Welch, Town Attorney
Robyn Battle, Executive Director of Community Services
Chuck Ewings, Executive Director of Development and Infrastructure Services
David Hoover, Development Services Director
Hulon Webb, Director of Engineering
Chris Landrum, Finance Director
Dan Baker, Parks and Recreation Director
Todd Rice, Communications Manager
David Soto, Planning Manager
Jessika Hotchkin, Help Desk Technician
Kellen Land, Help Desk Technician
Doug Kowalski, Police Chief
Scott Brewer, Assistant Police Chief
Stuart Blasingame, Fire Chief
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 Kern made the following announcements:
Residents are invited to attend a Broadband Public Input meeting on Thursday, May 25 from
5:30 to 7:00 p.m. in the Council Chambers of Town Hall. This meeting aims to gather input from
Prosper residents regarding the available internet services in their community. More information
is available on the homepage of the Town’s website under the News & Updates section.
MINUTES
Prosper Town Council Meeting
Prosper Town Hall, Council Chambers
250 W. First Street, Prosper, Texas
Tuesday, May 23, 2023
Page 5
Item 2.
Page 2 of 5
The Library’s Summer Reading Program kicks off on Wednesday, May 30. Children may sign
up anytime in June for the reading challenge. Additional information can be found by visit ing the
Library page through the Town’s website and clicking on the 2023 Summer Program icon.
Come join the excitement as Prosper gears up for the second annual P-Town Throwdown. This
fun-filled family-oriented pickleball tournament will be held at Reynolds Middle School tennis
courts on June 3. Visit prospertx.gov/parksandrec to register by Wednesday, May 31.
Registration is open for the Citizens Fire Academy. Classes will run for 10 weeks and will take
place every Thursday evening from 6:30 to 9:00 p.m. starting Thursday, August 3. Residents
may register by visiting the Fire Department page through the Town’s website and viewing the
Citizens Fire Academy page. Deadline to register is July 13 with limited space available.
Residents are encouraged to take a survey regarding the Town’s ADA Transition Plan as the
Town is reviewing accessibility, safety, and suggestions for improvements in the Town. The
survey may be taken by visiting prospertx.gov/adasurvey.
Mayor Bristol read a Proclamation issued by the Collin County Judge recognizing Public Works
Week in Collin County.
Presentations.
1. Administer Oaths of Office to re-elected Councilmembers and present Certificates
of Election. (MLS)
Ms. Lewis Sirianni administered the Oaths of Office to re-elected Councilmembers Amy
Bartley and Jeff Hodges. Mayor Bristol presented their Certificates of Election.
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 at the request of Council Members or staff.
3. Consider and act upon the minutes from the May 9, 2023, Town Council
Regular meeting. (MLS)
4. Consider and act upon the minutes from the May 16, 2023, Town Council
Special meeting. (MLS)
5. Consider and act upon approving a contract with Weatherproofing Services
utilizing the Interlocal Purchasing System (TIPS) for the renovation of the
Town Hall water feature; and authorizing the Town Manager to execute
documents for the same. (CE)
6. Consider and act upon Ordinance 2023-37 to amend 168± acres Planned
Development-40 (PD-40) for Residential Use (Phases 7F and 7G) regarding
building materials, located on the northside of First Street and west of
Windsong Parkway. (ZONE-23-0006) (DS)
7. Consider and act upon authorizing the Town Manager to execute a Third
Amendment to Development Agreement between VP Windsong Operations
LLP, VP Windsong Investments LLP and the Town of Prosper relative to
Page 6
Item 2.
Page 3 of 5
Windsong Ranch, as described in Planned Development 40 (PD-40)
(DEVAGREE-23-0004) (DS)
8. Consider and act upon Ordinance 2023-38 to rezone 13.3± acres from Single
Family-15 (SF-15) to Planned Development-Retail (PD-R), generally to allow for
an office/retail development, located on the east side of Preston Road, north of
St. Peter Lane. (Z21-0003). (DS)
9. Consider and act upon authorizing the Town Manager to execute a
Development Agreement between MQ Development Partners and the Town of
Prosper, related to the MQ Prosper North Development, located on the east
side of Preston Road, north of St. Peter Lane. (DEVAGRE-23-0007) (DS)
Councilmember Ray requested to pull item 5.
Mayor Pro-Tem Hodges made a motion to approve items 2 through 4 and 6 through
9. Deputy Mayor Pro-Tem Andres seconded that motion, and the motion was
unanimously approved.
Councilmember Ray expressed his concerns with the costs associated with item 5
and requested for the consideration of staff to revisit the item.
Mr. Ewings described the work associated with the renovation and reasoning for
associated costs.
The Town Council discussed the history of the project leading up to the proposed
contract for consideration.
Councilmember Ray made a motion to deny a contract with Weatherproofing
Services utilizing the Interlocal Purchasing System (TIPS) for the renovation of the
Town Hall water feature.
Further discussion was had by Council. Motion dies due to lack of second.
Councilmember Ray amended his motion to table a contract with Weatherproofing
Services utilizing the Interlocal Purchasing System (TIPS) for the renovation of the
Town Hall water feature. Councilmember Bartley seconded the motion. Motion
carried with a 6-0 vote.
CITIZEN COMMENTS
No comments were made.
Items for Individual Consideration:
10. Discuss and consider making appointments to the Council Subcommittees.
(MLS)
Ms. Lewis Sirianni presented a list of the current Town Council’s Subcommittees with
an opportunity for the Town Council to make any changes to each subcommittee.
No changes were made.
Page 7
Item 2.
Page 4 of 5
11. Discuss and consider Town Council Subcommittee reports. (DB)
Mayor Bristol provided an overview of the recent Finance Subcommittee meeting
that included a budget update and discussion regarding the Town’s Fleet
Management contract.
12. Discussion regarding a review of activities and services of Town Council and
staff from May 2022 to May 2023. (DB/MC)
Mayor Bristol provided highlights from the Town Council over the last year since
taking office as a recap of some key accomplishments.
Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.
Councilmember Bartley requested staff to examine the intersection at Star Trail and Star
Meadow Drive due to numerous reports of safety concerns and if a barrier of some kind could
be installed.
Councilmember Kern requested an update regarding the road construction project on First
Street, east of Coit Road until August.
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 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 551.074 - To deliberate the appointment of Mayor Pro-Tem and Deputy
Mayor Pro-Tem.
Section 551.074 - To discuss appointments to the Board of Adjustment/Construction
Board of Appeals, Parks & Recreation Board, Library Board, Prosper Economic
Development Corporation Board, Planning & Zoning Commission, Community
Engagement Committee, the Comprehensive Plan Advisory Committee, and all
matters incident and related thereto.
Section 551.076 – To deliberate the deployment or specific occasions for
implementation of security personnel or devices at Town Hall.
The Town Council recessed into Executive Session at 7:01 p.m.
Reconvene in Regular Session and take any action necessary as a result of the Closed
Session.
The Town Council reconvened into Regular Session at 8:49 p.m.
Mayor Pro-Tem Hodges made a motion to appoint Glen Blanscet to the Planning and Zoning
Commission. Councilmember Bartley seconded the motion. Motion carried with a 6-0 vote.
Page 8
Item 2.
Page 5 of 5
Mayor Pro-Tem Hodges made a motion to nominate Craig Andres as Mayor Pro -Tem and
Marcus Ray as Deputy Mayor Pro-Tem. Councilmember Kern seconded the motion. Motion
carried with a 6-0 vote.
Adjourn.
The meeting was adjourned at 8:51 p.m.
These minutes were approved on the 13th day of June 2023.
APPROVED:
David F. Bristol, Mayor
ATTEST:
Michelle Lewis Sirianni, Town Secretary
Page 9
Item 2.
Page 1 of 2
To: Mayor and Town Council
From: Frank E. Jaromin, Director of Public Works
Through: Chuck Ewings, Assistant Town Manager
Mario Canizares, Town Manager
Re: Legacy Road Construction: CSP No. 2023-29-B
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon awarding CSP No. 2023-29-B to Pavecon Public Works, LP, related to
construction services for Prosper Public Works Legacy Road: Star Meadow Drive to Parvin Road;
and authorizing the Town Manager to execute a construction agreement for same.
Description of Agenda Item:
On May 4, 2023, at 2:00 PM, five (5) Competitive Sealed Proposals (CSP) were received for
Prosper Public Works Legacy Road: Star Meadow Drive to Parvin Road. The project was
advertised using the CSP Construction alternative procurement method to allow the Town to
award the project to the contractor that offers the best value proposal based on the following
criteria:
Qualifications and Experience (10%)
Outline contractor and subcontractor experience with similar projects.
Outline qualifications of key personnel assigned to the project.
Provide references.
Project Timeline (25%)
Cost Proposal (65%)
The verified cost proposals ranged between $867,927.04 and $1,169,112.00. The Engineer’s
Estimate was $706,400.00. The proposed project completion times ranged from 60 calendar days
to 180 calendar days. Pavecon Public Works, LP, was the firm that ranked the highest after
consideration of Cost, Time, and Qualifications, with a cost of $867,927.04 and a project
completion time of 60 calendar days.
Pavecon Public Works, LP. has successfully completed work in the Town of Prosper. Staff called
references and can report good performance on projects. Pavecon Public Works, LP costs include
the reconstruction of Legacy Road: Star Meadow Drive to Parvin Road. Legacy Road will be
reconstructed with 20-foot-wide, five-inch asphalt pavement with eight-inch cement stabilized
subgrade. Legacy Road will be closed to one-way traffic Northbound and will be one lane during
construction. Fire Department has agreed and PISD will be notified of the closure.
Public Works
Page 10
Item 3.
Page 2 of 2
Budget Impact:
The cost for construction is $867,927.04 and will be funded from Annual Street Contract Services,
Account No. 100-5485-50-01.
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. Location Map
2. Evaluation Matrix
3. Construction Agreement
Town Staff Recommendation:
Town Staff recommends awarding CSP No. 2023-29-B to Pavecon Public Works, LP. related to
construction services for Prosper Public Works Legacy Road: Star Meadow Drive to Parvin Road;
and authorizing the Town Manager to execute a construction agreement for same.
Proposed Motion:
I move to award CSP No. 2023-29-B to Pavecon Public Works, LP. related to construction services
for Prosper Public Works Legacy Road: Star Meadow Drive to Parvin Road; and authorize the
Town Manager to execute a construction agreement for same.
Page 11
Item 3.
Page 12
Item 3.
CSP NO. 2023-29-B
EVALUATION CRITERIA WEIGHTING POINTS WEIGHTED
SCORE
POINTS WEIGHTED
SCORE
POINTS WEIGHTED
SCORE
POINTS WEIGHTED
SCORE
POINTS WEIGHTED
SCORE
Cost Proposal 65%10.00 6.50 9.66 6.28 8.58 5.58 8.40 5.46 7.42 4.83
Proposed Project Timeline 25%10.00 2.50 3.89 0.97 5.83 1.46 4.67 1.17 3.89 0.97
Qualifications and Experience 10%8.50 0.85 8.17 0.82 6.33 0.63 8.17 0.82 6.17 0.62
TOTAL 100%9.85 8.07 7.67 7.44 6.41
JR West Texas Concrete
Prosper Public Works Legacy Road: Star Meadow Drive to
Parvin Rd
EVALUATION MATRIX Pavecon Public Works Reynolds Asphalt &
Construction
FNH Construction Peachtree Construction
Page 13
Item 3.
Page 14
Item 3.
Page 15
Item 3.
Page 16
Item 3.
Page 17
Item 3.
Page 18
Item 3.
Page 19
Item 3.
Page 20
Item 3.
Page 21
Item 3.
Page 22
Item 3.
Page 23
Item 3.
Page 24
Item 3.
Page 25
Item 3.
Page 26
Item 3.
Page 1 of 2
To: Mayor and Town Council
From: Frank E. Jaromin, Director of Public Works
Through: Chuck Ewings, Assistant Town Manager
Mario Canizares, Town Manager
Re: Manhole Rehabilitation
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon approving the purchase of manhole rehabilitation services from Fuquay,
Inc., through the Texas Local Government Purchasing Cooperative; and authorizing the Town
Manager to execute documents for the same.
Description of Agenda Item:
Due to recent smoke testing projects and camera inspections, staff has located nine (9) manholes
in need of rehabilitation because of Hydrogen Sulfide damage, which is corrosion from a toxic gas.
The manholes are located on the gravity mainline on Pasewark Circle, in Stone Creek subdivision,
and on the southwest corner of Preston and Prosper Trail.
Local governments are authorized by the Interlocal Cooperation Act, V.T.C.A. Government Code,
Chapter 791, to enter into joint contracts and agreements for the performance of gove rnmental
functions and services, including administrative functions normally associated with the operation
of government (such as purchasing necessary materials and equipment).
In June 2005, the Town of Prosper entered into an Interlocal Participation Ag reement with the
Texas Local Government Purchasing Cooperative. Participation in the cooperative purchasing
program allows local governments to purchase goods and services from the cooperative’s online
purchasing system, BuyBoard, while satisfying all competitive bidding requirements.
Budget Impact:
The total price is $44,928.00 and will be funded from System Improvements, account number 200-
5670-50-03.
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. Proposal
Public Works
Page 27
Item 4.
Page 2 of 2
Town Staff Recommendation:
Town Staff recommends approving the purchase of manhole rehabilitation services from Fuquay,
Inc., through the Texas Local Government Purchasing Cooperative; and authorizing the Town
Manager to execute documents for the same.
Proposed Motion:
I move to approve the purchase of manhole rehabilitation services from Fuquay, Inc., through the
Texas Local Government Purchasing Cooperative; and authorize the Town Manager to execute
documents for the same.
Page 28
Item 4.
FUQUAY, INC. 4861 Old Hwy 81, New Braunfels, TX 78132 Phone (830) 606-1882 Fax (830) 606-1885 DATE: May 9, 2023PROJECT: TOWN OF PROSPER MANHOLE REHABILITATION (9 MHS)ITEM 22Structure (Manhole) Rehabilitation and Corrosion Protectionand Related ItemsMH 1 - 4' DIA. x 6.5 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT95$31.00$2,945.00-$2.17$28.83$2,738.85$26.00$2,470.00Section II Item 2222104Inflow & Infiltration Repair -- Injection of Chemical Grout MaterialGAL3$267.50$802.50-$18.73$248.78$746.33$235.00$705.00Section II Item 2222105Inflow & Infiltration Repair -- Injection of Chemical Grout Material-Labor & EquipmentHR3$203.50$610.50-$14.25$189.26$567.77$185.00$555.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00Section II Item 2222130 Travel and Mobilization- Manhole Rehabilitation Crew from New Braunfels, TX MILE 290 $16.00 $4,640.00-$1.12 $14.88 $4,315.20 $3.00 $870.00TOTAL $9,667.00TOTAL $8,990.31TOTAL $5,200.00MH 2 - 4' DIA. x 11 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT151$31.00$4,681.00-$2.17$28.83$4,353.33$26.00$3,926.00Section II Item 2222104Inflow & Infiltration Repair -- Injection of Chemical Grout MaterialGAL1$267.50$267.50-$18.73$248.78$248.78$235.00$235.00Section II Item 2222105Inflow & Infiltration Repair -- Injection of Chemical Grout Material-Labor & EquipmentHR1$203.50$203.50-$14.25$189.26$189.26$185.00$185.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $5,821.00TOTAL $5,413.53TOTAL $4,946.00MH 3 - 4' DIA. x 8.5 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT120$31.00$3,720.00-$2.17$28.83$3,459.60$26.00$3,120.00Section II Item 2222104Inflow & Infiltration Repair -- Injection of Chemical Grout MaterialGAL1$267.50$267.50-$18.73$248.78$248.78$235.00$235.00Section II Item 2222105Inflow & Infiltration Repair -- Injection of Chemical Grout Material-Labor & EquipmentHR1$203.50$203.50-$14.25$189.26$189.26$185.00$185.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $4,860.00TOTAL $4,519.80TOTAL $4,140.00MH 4 - 4' DIA. x 12 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT164$31.00$5,084.00-$2.17$28.83$4,728.12$26.00$4,264.00Section II Item 2222104Inflow & Infiltration Repair -- Injection of Chemical Grout MaterialGAL1$267.50$267.50-$18.73$248.78$248.78$235.00$235.00Section II Item 2222105Inflow & Infiltration Repair -- Injection of Chemical Grout Material-Labor & EquipmentHR1$203.50$203.50-$14.25$189.26$189.26$185.00$185.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $6,224.00TOTAL $5,788.32TOTAL $5,284.00SECTION II: UV CURED PRODUCTPROPOSALCured In Place Pipe CIPP for Pipeline Rehabilitation #635-21PROJECT SPECIFIC LIST PRICINGMEMBER PRICINGDISCOUNTED PRICINGPage 29Item 4.
MH 5 - 4' DIA. x 5 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT76$31.00$2,356.00-$2.17$28.83$2,191.08$26.00$1,976.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $3,025.00TOTAL $2,813.25TOTAL $2,576.00MH 6 - 4' DIA. x 11.5 VFSection II Item 2222102Condition Standards and Repair Methods -- Condition 2SQFT157$31.00$4,867.00-$2.17$28.83$4,526.31$26.00$4,082.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $5,536.00TOTAL $5,148.48TOTAL $4,682.00MH 7 - 4' DIA. x 7.5 VFSection II Item 2222103Condition Standards and Repair Methods -- Condition 3SQFT107$45.00$4,815.00-$3.15$41.85$4,477.95$40.00$4,280.00Section II Item 2222104Inflow & Infiltration Repair -- Injection of Chemical Grout MaterialGAL1$267.50$267.50-$18.73$248.78$248.78$235.00$235.00Section II Item 2222105Inflow & Infiltration Repair -- Injection of Chemical Grout Material-Labor & EquipmentHR1$203.50$203.50-$14.25$189.26$189.26$185.00$185.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $5,955.00TOTAL $5,538.15TOTAL $5,300.00MH 8 - 4' DIA. x 5 VFSection II Item 2222103Condition Standards and Repair Methods -- Condition 3SQFT76$45.00$3,420.00-$3.15$41.85$3,180.60$40.00$3,040.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $4,089.00TOTAL $3,802.77TOTAL $3,640.00MH 9 - 4' DIA. x 17 VFSection II Item 2222103Condition Standards and Repair Methods -- Condition 3SQFT214$45.00$9,630.00-$3.15$41.85$8,955.90$40.00$8,560.00Section II Item 2222106Manhole Bench and Invert Repair 4' Diameter BaseEA1$669.00$669.00-$46.83$622.17$622.17$600.00$600.00TOTAL $10,299.00TOTAL $9,578.07TOTAL $9,160.009 MANHOLE TOTAL $44,928.00ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED, AND THE WORK TO BE PERFORMED IN ACCORDANCE WITH THEDRAWING AND SPECIFICATIONS SUBMITTED FOR THE ABOVE WORK AND COMPLETED IN A SUBSTANTIAL WORKMANLIKEMANNER. ANY ALTERATION OR DEVIATION FROM SPECIFICATIONS AND DRAWINGS INVOLVING EXTRA COSTS WILL BEEXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE QUOTATION.WORKER'S COMPENSATION AND PUBLIC LIABILITY INSURANCE ON ABOVE WORK TO BE FURNISHED BY FUQUAY, INC.THERE MAY BE AN ADDITIONAL CHARGE FOR PROVIDING A WAIVER OF SUBROGATION AND/OR BEINGLISTED AS AN ADDITIONAL INSURED ON FUQUAY'S INSURANCE. THE CHARGE SHALL BE EQUAL TO THEAMOUNT CHARGED TO FUQUAY FOR SAID SERVICE.EXCLUSIONS:BOND, SALES TAX, AND OCPBARRICADES, SIGNS, TRAFFIC HANDLINGPERMITS, BURDENS, FEESINFILTRATION REPAIRWASTE HAUL-OFFDEWATERINGSURVEYINGALL BYPASS PUMPING AND PIPE PLUGGINGSITE CLEARINGPROVIDING AND/OR PERFORMING ANY TESTINGTERMS:PAYMENT FOR SERVICES SHALL BE DUE AND PAYABLE WITHIN THIRTY DAYS OF THE DATE/MONTH THE WORK IS ACCEPTED BY:PERFORMED. THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED WITHIN THIRTY DAYS.COMPANY:RESPECTFULLY SUBMITTED,NAME:FUQUAY, INC.TITLE:Page 30Item 4.
Page 1 of 2
To: Mayor and Town Council
From: Hulon T. Webb, Jr., P.E., Director of Engineering Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Amended Escrow Agreement: Founders Academy
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon authorizing the Town Manager to execute an Amended Escrow Agreement
between Responsive Education Solutions, and the Town of Prosper, Texas, related to the
construction of an exit-only driveway onto Custer Road to serve the Founders Classical Academy
of Prosper.
Description of Agenda Item:
Responsive Education Solutions opened the Founders Classical Academy of Prosper, located on
the southwest corner of First Street and Custer Road, in 2021, and is nearing completion of the
construction of the high school on the same property. The high school is scheduled to open this
upcoming 2023/24 academic school year. Per the terms of a 2022 Escrow Agreement between
the Town and Responsive Education Solutions, they are required to either have constructed
certain improvements along Custer Road or provided proof of payment to incorporate those
improvements into TxDOT’s Custer Road project, prior to being issued a temporary certificate of
occupancy for the high school. The improvements along Custer Road include a driveway
connection with deceleration lane, and a six-foot (6’) sidewalk along the frontage of the property.
Shortly after the execution of the 2022 Escrow Agreement, Responsive Education Solutions
requested consideration of an alternative driveway design that would eliminate the need for the
deceleration lane along Custer Road. To eliminate the deceleration lane, the driveway connection
to Custer Road was redesigned as an exit-only and angled in a way to prevent vehicles from being
able to turn into the driveway from Custer Road. With the Town and TxDOT’s approval of the
alternative driveway connection to Custer Road, the deceleration lane was no longer required and
TxDOT agreed to construct the sidewalk along Custer Road adjacent to Founders Academy with
the Custer Road project.
The remaining obligation to construct the exit-only driveway onto Custer Road is anticipated to be
complete late July/early August, and Responsive Education Solutions anticipates the need to
request a temporary certificate of occupancy prior to the completion of the driveway. In order for
the Town to not deny the request based on the status of the improvements along Custer Road,
the 2022 Escrow Agreement must be amended. The attached amended escrow agreement
provides the revisions necessary to allow the Town to issue a temporary certificate of occupancy
for the high school prior to the exit-only driveway onto Custer Road being complete.
ENGINEERING
SERVICES
Page 31
Item 5.
Page 2 of 2
Budget Impact:
The total estimated cost for the Custer Road improvements is $68,407.82. In accordance with the
2022 Escrow Agreement, Responsive Education Solutions provided the Town with the payment
of these funds as escrow to be returned to Responsive Education Solutions upon the Town’s
acceptance of the improvements along Custer Road. TxDOT has since included the construction
of the sidewalk along Custer Road adjacent to Founders Academy at no cost to Responsive
Education Solutions, and Responsive Education Solutions will be paying the actual costs for the
construction of the exit-only driveway onto Custer Road.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the agreement as to form and
legality.
Attached Documents:
1. 2022 Escrow Agreement
2. Amended Escrow Agreement
Town Staff Recommendation:
Town staff recommends that the Town Council authorize the Town Manager to execute an
Amended Escrow Agreement between Responsive Education Solutions, and the Town of Prosper,
Texas, related to the construction of an exit-only driveway onto Custer Road to serve the Founders
Classical Academy of Prosper.
Proposed Motion:
I move to authorize the Town Manager to execute an Amended Escrow Agreement between
Responsive Education Solutions, and the Town of Prosper, Texas, related to the construction of
an exit-only driveway onto Custer Road to serve the Founders Classical Academy of Prosper.
Page 32
Item 5.
4thday of March
Page 33
Item 5.
Page 34
Item 5.
Page 35
Item 5.
Page 36
Item 5.
Page 37
Item 5.
Page 38
Item 5.
Page 39
Item 5.
Page 40
Item 5.
Page 41
Item 5.
Page 1 of 2
To: Mayor and Town Council
From: Hulon T. Webb, Jr., P.E., Director of Engineering Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Contract Amendment No. 1 – US 380 Deceleration Lane Modifications
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon authorizing the Town Manager to execute Contract Amendment No. 1 to
the Professional Engineering Services Agreement, between TranSystems Corporation dba
TranSystems Corporation Consultants, and the Town of Prosper, Texas, related to the design of
the US 380 Deceleration Lane Modifications project.
Description of Agenda Item:
The Texas Department of Transportation (TxDOT) is currently widening approximately 10.5 miles
of US 380 in Denton County from US 377 to CR 26. Within the limits of the Town of Prosper, there
are multiple non-residential developments with driveways connecting to US 380. Due to high
volume and high speeds along US 380, the Town requires deceleration lanes at all driveways to
improve safety for motorists turning right from US 380 into the developments. However, since
TxDOT does not require deceleration lanes at non-residential driveways, the design of US 380 did
not incorporate ten (10) deceleration lanes to serve several key developments, including CDJR,
Cook Children’s, Windsong Retail (Home Depot, Kroger), Westfork Retail (LA Fitness) and
Westside Addition (Costco).
For the deceleration lanes to be constructed to serve several key developments, TxDOT will allow
the Town to either work through the process of redesigning the plans and providing the funds to
construct them with the US 380 widening project or approve a TxDOT driveway permit to allow
the Town to construct the improvements after TxDOT has completed the project. Since the Town
coordinated with many of the developments on escrow agreements for the costs associated with
adding the deceleration lanes, incorporating the construction of the improvements into TxDOT’s
project is expected to be the most economical and quickest option.
Transystems Corporation is the design engineer for TxDOT on the US 380 widening project and
their scope of work for the Town on this project is broken into two phases. On November 7, 2022,
a Professional Engineering Services Agreement was approved for Phase I, which included the
initial evaluation of the proposed ten (10) deceleration lanes requested by the Town from Legacy
Drive to FM 1385. The evaluation included identification of potential franchise utility conflicts, right-
of-way impacts and ultimate feasibility of adding the requested deceleration lanes for discussion
with the Town and TxDOT. Final recommendation from Phase I was that all ten (10) proposed
deceleration lanes could be redesigned into the project without significant impacts to the project.
ENGINEERING
SERVICES
Page 42
Item 6.
Page 2 of 2
Contract Amendment No. 1, is for the redesign of the construction plans to include the proposed
ten (10) deceleration lanes. Redesign includes updating traffic control, roadway plan and profile
plans, drainage plans and calculations, signage and pavement marking, and storm water pollution
prevention plans. In addition, revisions will include estimating final plan quantities and construction
costs to be used in the Advanced Funding Agreement (AFA) between TxDOT and the Town. The
approval of an AFA with TxDOT is required to include the construction of the deceleration lanes
in the US 380 widening project.
Budget Impact:
The original agreement for Phase 1 was approved on November 7, 2022, in the amount of
$24,670, and the cost for Contract Amendment No. 1 is $124,100. The FY2023 Engineering
Services budget included $60,000 for this project in Account No. 100-5410-98-01. In order to
provide the remaining $88,770 of funding needed for this project, the $130,000 in funding for the
Frontier Park Emergency Access project construction was moved, through an approved internal
Budget Adjustment on May 10, 2023, from Account No. 100-6110-98-01 (Capital Expenditures) to
Account No. 100-5410-98-91 (Professional Services). At the October 11, 2022, Town Council
Work Session, the Town Council decided not to proceed with the construction of the Frontier Park
Emergency Access project. On May 19, 2023, $24,700 of the $130,000 was allocated to a
Professional Services Agreement with Lee Engineering for the development of a Crosswalk Signs
and Markings Policy, leaving $105,300 remaining unallocated. Funding for the construction,
currently estimated at $500,000, is recommended to be funded as part of the proposed FY2024
Capital Improvement Plan.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard Contract Amendment
as to form and legality.
Attached Documents:
1. Contract Amendment #1
Town Staff Recommendation:
Town staff recommends that the Town Council authorize the Town Manager to execute Contract
Amendment No. 1 to the Professional Engineering Services Agreement, between TranSystems
Corporation dba TranSystems Corporation Consultants, and the Town of Prosper, Texas, related
to the design of the US 380 Deceleration Lane Modifications project.
Proposed Motion:
I move to authorize the Town Manager to execute Contract Amendment No. 1 to the Professional
Engineering Services Agreement, between TranSystems Corporation dba TranSystems
Corporation Consultants, and the Town of Prosper, Texas, related to the design of the US 380
Deceleration Lane Modifications project.
Page 43
Item 6.
CONTRACT AMENDMENT #1 PAGE 1 OF 4
CONTRACT AMENDMENT #1
BETWEEN THE TOWN OF PROSPER, TEXAS, AND TRANSYSTEMS CORPORATION
FOR THE US 380 DECELERATION LANE MODIFICATIONS PROJECT (2302-ST)
This Contract Amendment for Professional Engineering Services, hereinafter called “Amendment,” is entered
into by the Town of Prosper, Texas, a municipal corporation, duly authorized to act by the Town Council of said
Town, hereinafter called “Town,” and TranSystems Corporation dba TranSystems Corporation Consultants, a
company authorized to do business in Texas, acting through a duly authorized officer, hereinafter called “Consultant,”
relative to Consultant providing professional engineering services to Town. Town and Consultant when mentioned
collectively shall be referred to as the “Parties.”
W I T N E S S E T H:
WHEREAS, the Town previously engaged the services of the Consultant to provide engineering services in
connection with the US 380 Deceleration Lanes Modification Project (2302-ST), hereinafter called “Project”; and
WHEREAS, the Parties previously entered into a professional engineering services agreement regarding the
Project on or about November 7, 2022, in the amount of Twenty Four Thousand, Six Hundred Seventy Dollars
($24,670.00), hereinafter called the “Original Agreement”; and
WHEREAS, the Parties now desire to amend the Original Agreement to increase the scope of services and
compensation provided to include the redesign/adding proposed deceleration lanes approved by TxDOT and the
Town of Prosper to the US 380 construction plans and estimating quantities for construction cost for proposed
deceleration lanes (Phase II);
For the mutual promises and benefits herein described, Town and Consultant agree to amend the Original
Agreement as follows:
1. Additional Services to be Performed by Consultant. The Parties agree that Consultant shall
perform such additional services as are set forth and described in Exhibit A1 - Scope of Services and incorporated
herein as if written word for word. All references in the Original Agreement to “Exhibit A” are hereby amended to
state “Exhibits A and A1.”
2. Additional Compensation of Consultant. Town agrees to pay to Consultant for the satisfactory
completion of all services included in this Amendment a total additional fee of One Hundred Twenty Four Thousand,
One Hundred Dollars ($124,100.00) for the additional services as set forth and described in Exhibit B1 -
Compensation Schedule and incorporated herein as if written word for word. All references in the Original
Agreement to “Exhibit B” are hereby amended to state “Exhibits B and B1.”
3. Revised Compensation for Consultant’s Services. Paragraph 4 of the Original Agreement is
hereby amended to increase Consultant’s total compensation by deleting “Twenty Four Thousand, Six Hundred
Seventy Dollars ($24,670.00)” and replacing it with “One Hundred Forty Eight Thousand, Seven Hundred Seventy
Dollars ($148,770.00).”
4. Original Agreement. All other provisions and terms of the Original Agreement and Contract
Amendment No. 1 shall remain in full force an effect and this Amendment to the Original Agreement shall in no way
release, affect, or impair any other provision or responsibility contained in the Original Agreement.
Page 44
Item 6.
CONTRACT AMENDMENT #1 PAGE 2 OF 4
IN WITNESS WHEREOF, the Parties, having read and understood this Amendment, have executed such in
duplicate copies, each of which shall have full dignity and force as an original, on the _______ day of
_______________________, 20____.
TRANYSTEMS CORPORATION dba
TranSystems Corporation Consultants
By:
Signature
Chad Gartner, P.E.
Printed Name
Senior Vice President
Title
Date
TOWN OF PROSPER, TEXAS
By:
Signature
Mario Canizares
Printed Name
Town Manager
Title
Date
05-31-2023
Page 45
Item 6.
CONTRACT AMENDMENT #1 PAGE 3 OF 4
EXHIBIT A1
SCOPE OF SERVICES
CONTRACT AMENDMENT #1
BETWEEN THE TOWN OF PROSPER, TEXAS, AND TRANSYSTEMS CORPORATION
FOR THE US 380 DECELERATION LANE MODIFICATIONS PROJECT (2302-ST)
I. PROJECT DESCRIPTION
The US 380 TxDOT project is in Denton County and includes 10.45 centerline miles of state highway improvements
from US 377 to west of CR 26. The project work will include redesign and addition of proposed roadway deceleration
lanes from FM 1385 to east of Legacy Drive. The project scope includes initial evaluation of deceleration lanes
requested by the Town of Prosper (Phase I); and redesign/ adding proposed deceleration lanes approved by TxDOT
and the Town of Prosper to the US 380 construction plans and estimating quantities and construction cost for
proposed deceleration lanes (Phase II).
II. TASK SUMMARY
Task 3 – Phase II Project Management. Meet with the Town of Prosper and TxDOT staff to discuss redesign
evaluation progress, pre-final submittal review comments, and final submittal deliverables (3 meetings assumed).
Prepare and provide meeting notes as requested. Evaluate pre-final submittal review comments for resolution. (*Pre-
final submittal review comments by the Town of Prosper and TxDOT assumed to only apply to plan revisions based
on requested deceleration lane improvements.)
Task 4 – Phase II Redesign. Add deceleration lane improvements requested by the Town of Prosper to the US 380
construction plans. Prepare and provide plans (11x17 drawings) including quantity revisions and estimated
construction costs of requested deceleration lanes. The Town of Prosper will prepare a list of franchise utilities
impacted by the requested deceleration lanes based on the provided construction plans and coordinate any franchise
utility relocations needed with TxDOT.
III. DELIVERABLES
Task 3 – Phase II Project Management Three (3) PDF copy of meeting notes as requested
One (1) Excel file of pre-final submittal review comments with
resolution
Task 4 – Phase II Redesign One (1) PDF copy of 11x17 revised drawings and quantity
changes of requested deceleration lanes
One (1) PDF copy of estimated construction costs of requested
deceleration lanes
Page 46
Item 6.
CONTRACT AMENDMENT #1 PAGE 4 OF 4
EXHIBIT B1
COMPENSATION SCHEDULE
CONTRACT AMENDMENT #1
BETWEEN THE TOWN OF PROSPER, TEXAS, AND TRANSYSTEMS CORPORATION
FOR US 380 DECELERATION LANE MODIFICATIONS PROJECT (2302-ST)
I. COMPENSATION SCHEDULE
Task Completion
Schedule
Compensation
Schedule
Notice-to-Proceed June 2023
Task 3 – Phase II Project Management June 2023
July 2023
August 2023
$0
$1,350
$1,515
Task 4 – Phase II Redesign June 2023
July 2023
August 2023
$54,860
$54,860
$11,515
Total Compensation $124,100
II. COMPENSATION SUMMARY
Basic Services (Lump Sum) Amount
Task 3 – Phase II Project Management $2,865
Task 4 – Phase II Redesign $121,135
Total Basic Services: $124,000
Special Services (Hourly Not-to-Exceed) Amount
None $0
Total Special Services: $0
Direct Expenses Amount
Mileage (Under Task 4) $100
Total Direct Expenses: $100
Page 47
Item 6.
Page 1 of 2
To: Mayor and Town Council
From: Hulon T. Webb, Jr., P.E., Director of Engineering Services
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
Re: Professional Engineering Services Agreement: First Street (Coleman - Craig)
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon authorizing the Town Manager to execute a Professional Engineering
Services Agreement between Garver, LLC., and the Town of Prosper, Texas, related to the design
of the First Street (Coleman – Craig) project.
Description of Agenda Item:
The services associated with this agreement are for the design of approximately 2,200 linear feet
of existing First Street from Coleman Street to Craig Road from a two-lane concrete undivided
roadway to a four-lane concrete undivided roadway. The western limit of the project is the
intersection of First Street and Coleman Street and will connect to the future roundabout eastern
leg which is currently under design as part of the First Street (DNT – Coleman) project. The eastern
limit of the project will connect to the future improvements of the Craig Road project which is also
currently under design. The project includes roadway and drainage design, 12-inch waterline
design, sanitary sewer design, pavement markings and signage, erosion control, and traffic
control/phasing plans.
At the April 9, 2019, Town Council meeting, the Town Council approved a list of qualified
engineering firms, which included services for roadway engineering design. Garver, LLC, is
included on the approved list. Garver, LLC has successfully completed the design of multiple
roadway projects for the Town of Prosper.
Budget Impact:
The cost for the design is $496,549. A total of $500,000 is budgeted in Account No. 750-5410-10-
00-2305-ST.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard Professional
Engineering Services Agreement as to form and legality.
ENGINEERING
SERVICES
Page 48
Item 7.
Page 2 of 2
Attached Documents:
1. Professional Engineering Service Agreement
2. Location Map
Town Staff Recommendation:
Town staff recommends that the Town Council authorize the Town Manager to execute a
Professional Engineering Services Agreement between Garver, LLC., and the Town of Prosper,
Texas, related to the design of the First Street (Coleman – Craig) project.
Proposed Motion:
I move to authorize the Town Manager to execute a Professional Engineering Services Agreement
between Garver, LLC., and the Town of Prosper, Texas, related to the design of the First Street
(Coleman – Craig) project.
Page 49
Item 7.
Page 50
Item 7.
Page 51
Item 7.
Page 52
Item 7.
Page 53
Item 7.
Page 54
Item 7.
Page 55
Item 7.
Page 56
Item 7.
Page 57
Item 7.
Page 58
Item 7.
Page 59
Item 7.
Page 60
Item 7.
Page 61
Item 7.
Page 62
Item 7.
Page 63
Item 7.
Page 64
Item 7.
Page 65
Item 7.
Page 66
Item 7.
LOCATION MAP
First Street Improvements
From Coleman Street to Craig Road
First Street Coleman Street Craig Road Page 67
Item 7.
Page 1 of 2
To: Mayor and Town Council
From: Dan Baker, Director of Parks and Recreation
Through: Robyn Battle, Executive Director
Mario Canizares, Town Manager
Re: Professional Services Agreement
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon approval of a Professional Services Agreement with Gray Event
Management for recreation program instructor services.
Description of Agenda Item:
As part of the programming objectives for the Recreation Division, different programs and classes
are offered to the community throughout the year. For these programs to run successfully, Town
staff hire instructors to teach the classes. Before entering into a contract with these professionals,
different factors are taken into consideration. As part of the professional services agreement, the
instructor agrees to retain a portion of the revenue and the remainder of the revenue is retained
by the Town. There are varying percentages used, based on the type of program and supplies
either provided by the Town or the instructor.
Per the Town’s joint use agreement with Prosper ISD, instructional tennis classes are hosted at
the Reynolds Middle School tennis courts, at no cost to the Town. This agreement also granted
the Town the right to charge third parties a reasonable fee for participation in the recreational
activities. The Town offers a tennis program for ages 5 through 14 and adults. These programs
are run throughout the calendar year during the evening and Saturday mornings. Per this
professional services agreement, the Town agrees to retain 30 percent of the total revenue
collected during the registration process. In FY 2021-2022, Gray Event Management collected
$37,468 from the Town for services provided, generating $11,240 in revenue for the Town. With
increased offerings and advertising, Town staff anticipates the revenue collected to increase.
Budget Impact:
Town staff estimates the amount of revenue collected to be $50,000 in FY 2022-2023, generating
approximately $15,000 in revenue for the Town.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form
and legality.
PARKS AND RECREATION
Page 68
Item 8.
Page 2 of 2
Attached Documents:
1. Professional Services Agreement
Town Staff Recommendation:
Town Staff recommends approval of a Professional Services Agreement with Gray Event
Management for recreation program instructor services.
Proposed Motion:
I move to approve a Professional Services Agreement with Gray Event Management for recreation
program instructor services.
Page 69
Item 8.
Page 70
Item 8.
Page 71
Item 8.
Page 1 of 3
To:
Mayor and Town Council
From: David Soto, Planning Manager
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
David Hoover, Director of Development Services
Re: Planned Development Ordinance Marriott (Prosper Center)
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon an ordinance to rezone 5.7± acres from Office (O) to Planned
Development-Office (PD-O), located on the west side of Mahard Parkway, south of Prairie Drive,
specifically to allow for a limited-service hotel. (Z22-0002).
Description of Agenda Item:
On July 26, 2022, the Town Council approved the proposed request, by a vote of 6-0 subject to:
1. Additional stone to the façade.
2. Additional landscaping around the pool.
Building Materials
The applicant originally provided an overall 42% stone material on the façade. The applicant has
revised the façade plan to increase that overall stone material to 50%.
PLANNING
Page 72
Item 9.
Page 2 of 3
Landscaping
The applicant has revised the landscape plan to incorporate additional landscaping around the
pool. The landscaping consists of shrubs such as Hardy Plumbago, Snow White Hawthorn, Glossy
Abelia, Althea, and Super Blue Liriope.
Original Landscape Plan
Revised Landscape Plan
Page 73
Item 9.
Page 3 of 3
An ordinance has been prepared accordingly. The Development Agreement between the Town
of Prosper and MQ Development Partners, is also on the June 13, 2023, Town Council agenda
for consideration.
Legal Obligations and Review:
Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard
ordinance as to form and legality.
Attached Documents:
1. Ordinance
2. Ordinance Exhibits
Staff Recommendation:
Staff recommends approval of an ordinance to rezone 5.7± acres from Office (O) to Planned
Development-Office (PD-O), located on the west side of Mahard Parkway, south of Prairie Drive,
specifically to allow for a limited-service hotel.
Proposed Motion:
I move to approve an ordinance to rezone 5.7± acres from Office (O) to Planned Development-
Office (PD-O), located on the west side of Mahard Parkway, south of Prairie Drive, specifically to
allow for a limited-service hotel.
Page 74
Item 9.
TOWN OF PROSPER, TEXAS ORDINANCE NO. 2023-___
AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER,
TEXAS, AMENDING THE ZONING ORDINANCE BY REZONING A TRACT OF
LAND CONSISTING OF 5.7 ACRES, MORE OR LESS, SITUATED IN COLLIN
COUNTY SCHOOL SURVEY, ABSTRACT NO. 147, TOWN OF PROSPER,
COLLIN COUNTY, TEXAS, FROM OFFICE (O) TO PLANNED DEVELOPMENT-
122, DESCRIBING THE TRACT TO BE REZONED; 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 Z22-
0002) from Prosper Villages at Legacy LLC (collectively, “Applicants”), to rezone 5.7 acres of
land, more or less, in the Collin County School Survey, Abstract No. 147, Town of Prosper, Collin
County, Texas, from Office (O) to Planned Development-122, (PD-122) and being more
particularly described in Exhibit A, attached hereto and incorporated herein for all purposes; and
WHEREAS, the Town Council has investigated 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 the manner and
form set forth by law, public hearings have been held, and all other requirements of notice and
completion of such 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:
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, as
amended, is hereby amended as follows: The zoning designation of the below described property
containing 5.7acres of land, more or less, in the Collin County School 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-122 and being more particularly
described in Exhibit A, attached hereto and incorporated herein for all purposes as if set forth
verbatim.
Page 75
Item 9.
Ordinance No. 2023-___, Page 2
The development plans, standards, and uses for the Property in this Planned
Development District shall conform to, and comply with (1) the Statement of Intent and Purpose,
attached hereto as Exhibit B; (2) the Development Standards, attached hereto as Exhibit C; (3)
the Site Plan, attached hereto as Exhibit D; (4) the Landscape Plan, attached hereto as Exhibit
E; (5) the Façade Plans, attached hereto as Exhibit F, all of which are incorporated herein for all
purposes as if set forth verbatim, subject to the following conditions of approval by the Town
Council:
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 any and 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,
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.
Page 76
Item 9.
Ordinance No. 2023-___, Page 3
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 THIS 13TH DAY OF JUNE, 2023.
______________________________
David F. Bristol, Mayor
ATTEST:
_________________________________
Michelle Lewis Sirianni, Town Secretary
APPROVED AS TO FORM AND LEGALITY:
_________________________________
Terrence S. Welch, Town Attorney
Page 77
Item 9.
MAHARD PARKWAYZONING: PLANNED DEVELOPMENT-
MULTIFAMILY
USE: AGRICULTURE
FUTURE USE: MULTIFAMILY (BY OTHERS)
ZONING: PLANNED DEVELOPMENT-
OFFICE
USE: AGRICULTURE
FUTURE USE: HOTEL
ZONING: PLANNED DEVELOPMENT-
OFFICE
USE: AGRICULTURE
FUTURE USE: HOTEL
TRACT 2
BLOCK D, LOT 1R
BLOCK A, LOT 1R AND BLOCK D, LOT 1R
PROSPER CENTER
DOC. NO. 2016-2248, P.R.D.C.T.
VOL. 2016, PG. 881, P.R.C.C.T.
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLOCK D,
LOTS 2, 3, AND 4
DOC. NO. 2018-195 P.R.D.C.T.
VOL. 2018, PG. 308 P.R.D.C.T.DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
01/10/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER HOTELPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY:JOEL VALDEZPLOT DATE:1/14/2022 9:57 AMLOCATION:Y:\SHARED\PROJECTS\SITE PLAN - MAHARD PARKWAY - PROSPER TX\CADD\SHEETS\EXH-A EXHIBIT A.DWGLAST SAVED:1/14/2022 9:57 AMTEXAS REGISTRATION #14199
MAM
DateP.E. No.
Engineer
PRELIMINARY
ENGINEERING AND PLANNING CONSULTANTS
CLAYMOORE ENGINEERING
EXHIBIT AEXH-ACOUNTYSURVEY:ABSTRACT NO.
COLLIN
CITY:STATE:
PROSPER TEXAS
LEGAL DESCRIPTION:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
EAGLE SURVEYING, LLC
210 SOUTH ELM STREET, SUITE #104
DENTON, TX 76201
PH: 940.222.3009
CONTACT NAME: MATT MOORE
CONTACT NAME: MATTHEW RAABE
TRACT 1
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLCOK D, LOTS 2, 3 AND 4
VOL. 2018, PG. 308, P.R.C.C.T.
PROSPER HOTEL
EXHIBIT A
CASE #: -
COLLIN CO SCHOOL LAND
SURVEY 147
0
GRAPHIC SCALE
1 inch = ft.
30 30 60
30
15
VICINITY MAP
N.T.S.
E UNIVERSITY DR MAHARDDALLAS PKWYW 1ST STREET
LEGACY DRSITE
DEVELOPER:
SHYANA HOSPITALITY MANAGEMENT LLC
6401 ELDARADO PKWY, STE 338
MCKINNEY, TX 75070
EMAIL: DIPAL0102@GMAIL.COM CONTACT NAME: DIPAL PATEL
Page 78
Item 9.
Being a 5.74 acre tract or parcel of land situated in the Collin County School Land Survey, Abstract
Number 147 in Collin County, Texas and being a portion of Lot 2, Block D, of the Revised Conveyance
Plat of Prosper Center, recorded in Volume 2018, Page 308 of the Plat Records of Collin County, Texas
and being more particularly described by metes and bounds as follows:
BEGINNING at a capped 5/8” iron rod stamped “KHA” found at the Northeast corner of said Lot 2;
THENCE South 00°26'47" West, with the East line of said Lot 2, a distance of 735.00 feet;
THENCE over and across said Lot 2 the following courses and distances:
North 89°40'36" West, a distance of 340.00 feet;
North 00°26'47" East, a distance of 735.00 feet the North line of said Lot 2;
THENCE South 89°40'36" East, with the North line of said Lot 2, a distance of 340.00 feet to the POINT
OF BEGINNING and containing 5.74 acres of land more or less.
Page 79
Item 9.
Exhibit B
January 18, 2022
Mr. Alex Glushko
Planning Manager
Town of Prosper
250 W. First Street
Prosper, Texas 75078
Re: PD Zoning Request
Prosper Hotel – 5.74 Acre Tract
Letter of Intent
Dear Alex,
Please let this letter serve as the Letter of Intent for the PD Zoning request
associated with the proposed hotel development located at the intersection of
Mahard/Prairie Drive. The subject tract is currently zoned office based PD. This
proposed PD zoning would accommodate the development of a hotel use on
approximately 5.74 acres in accordance with the attached zoning site plan
exhibit. The specific PD standards requested as part of this submittal are further
detailed in Exhibit C attached.
Should you have any questions, please feel free to contact me.
Sincerely,
Claymore Engineering, Inc.
301 S. Coleman, Suite 40
Prosper, TX 75078
817-201-6982
Matt Moore, P.E.
Page 80
Item 9.
Exhibit C – Planned Development Standards
Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as
otherwise set forth in these Development Standards, the regulations of the Town’s
Zoning Ordinance (Ordinance No. 05-20 as it currently exists or may be amended) and
the Subdivision Ordinance (Ordinance No. 17-41 as it currently exists or may be
amended) shall apply. Except as noted below, the Tract shall develop in accordance
with the Office (O) District, as it exists or may be amended.
1. Development Plans:
A. Concept Plan: The tract shall be developed in general accordance with the attached
concept plan, set forth in Exhibit D.
B. Elevations: The tract shall be developed in general accordance with the attached
elevations, set forth in Exhibit F.
C. Landscape Plan: The tract shall be developed in general accordance with the
attached landscape plan, set forth in Exhibit G.
2. Uses: Uses shall be permitted in accordance with the Office (O) District with the
addition of the following:
A. Limited Service Hotel
3. Regulations: Regulations shall be permitted in accordance with the Town’s Zoning
Ordinance (Ordinance No. 05-20 as it currently exists or may be amended) and the
Subdivision Ordinance (Ordinance No. 17-41 as it currently exists or may be amended)
and only modified as follows:
A. Maximum Height:
a. Limited-Service Hotel uses shall be no greater than Four (4) stories or Fifty-
Five (55) feet in height.
b. Limited-Service Hotel uses shall be subject to Access to guest rooms shall be
restricted to exclusively to interior corridors.
c. External balconies and walkways shall be set back 200 feet from any residential
zoning district.
d. Limited Service Hotel shall provide management staff on site 24 hours a day.
Page 81
Item 9.
e. Limited Service Hotel shall provide the following amenities.
• A 1000 square foot conference room
• Outdoor pool
• Fitness center
• Jogging trail
• Outside patio with Webber Grill, fire pit, darts and cornhole
• Daily housekeeping service
• Daily breakfast
f. Utility Easements shall be allowed to overlap required landscape setbacks, buffers,
and easements.
Page 82
Item 9.
N0°26'47"E303.00N0°26'47"E468.16'S89°40'36"E 340.00'
S89°33'13"E 340.00'N0°26'47"E164.44'75091BRK LINE629.18
MAHARD PARKWAYZONING: PLANNED DEVELOPMENT-
MULTIFAMILY
USE: AGRICULTURE
FUTURE USE: MULTIFAMILY (BY OTHERS)
ZONING: PLANNED DEVELOPMENT-
OFFICE
USE: AGRICULTURE
FUTURE USE: HOTEL
TRACT 2
BLOCK D, LOT 1R
BLOCK A, LOT 1R AND BLOCK D, LOT 1R
PROSPER CENTER
DOC. NO. 2016-2248, P.R.D.C.T.
VOL. 2016, PG. 881, P.R.C.C.T.
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLOCK D,
LOTS 2, 3, AND 4
DOC. NO. 2018-195 P.R.D.C.T.
VOL. 2018, PG. 308 P.R.D.C.T.
26'
FIRE LANE15.5'13'13'40' SANITARY SEWER EASEMENT.
INST. NO. 20150903001126910 AND
20150903001126920, O.P.R.C.C.T.
10' ATMOS ENERGY CORPORATION
EASEMENT AND RIGHT-OF-WAY
INST. NO. 20171020001402920
O.P.R.C.C.T.
55' TEMP CONSTRUCTION
EASEMENT INST. NO. 20150903001126910
& 20150903001126920 O.P.R.C.C.T.
25' L.S.
& ACCESS ESMT.
PROPOSED ±50,487 SF
4-STORY
(±12,621 SF PER FLOOR)
HOTEL
2.80 AC
121,950 SF
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLOCK D, LOTS
2, 3, & 4
DOC. NO. 2018-195, P.R.D.C.T.
VOL. 2018, PG. 308, P.R.C.C.T.
PRAIRIE DRIVE
10' HIKE AND BIKE T
R
A
I
L
B.F.R.
5.5'40' SANITARY SEWEREASEMENT.INST. NO.20150903001126910 AND 20150903001126920,O.P.R.C.C.T.10' ATMOS ENERGYCORPORATION EASEMENTANDRIGHT-OF-WAYINST. NO. 20171020001402920O.P.R.C.C.T.PROPOSED
MARRIOTT
HOTEL
112 PARKING
SPACES
NET 2.82 AC
20'20'9'26'10'24'26'9'9'9'9'9'PAVEMENT
BY OTHERS
PAVEMENT
BY OTHERS
20'22'26'FIRE LANE/PBY OTHERS26'FIRE LANE/PBY OTHERSTURN LANE BY OTHERSFLFLFLFLFLFLFLFLFLFLFLF
L
25' BUILDING LINE(1 OR 2-STORY)15' LANDSCAPE SETBACK75' BUILDING LINE75' BUILDING LINE(3-STORY OR MORE)PROP. 10' HIKE &
BIKE TRAIL
FLFLFLFLFLFLFLFLFLFLFL25' LANDSCAPE AND
HIKE & BIKE EASEMENT
26'5' L.S.
SETBACK
R3
0
'9'5'R54'10'10' HIKE AND BIKE TRAIL9'20.55'R30'
13'15'50'9'20'R30'9'9'9'9'24'24.72'75.08'
8'
EX. FH.
PROP. FH.
PROP. FDC.
PROP. FH.R30'22'8'
R
3
0
'173.49'30'EX. FH.
PROP. FH.
EX. FH.
EX. FH.60' STORAGE110' TAPER 10' GAS ESMT.25' L.S. EASEMENTPROP. FH.
PROP. FH.
PROP. FH.18'24'10'10'10'10'9'2'10'9'R30'
R78.04'
R
3
0
'18'15' L.S.
EASEMENT
11.86'
R56'
R
3
0
'R5
6
'
LANDSCAPE EASEMENT
59.1'164.84'109.98'211.1'DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
05/27/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWN PLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY:DREW DONOSKYPLOT DATE:3/29/2023 12:18 PMLOCATION:Z:\PROJECTS\PROJECTS\2022-014 VIBRANT HOTEL PROSPER\CADD\SHEETS\EXH-D EXHIBIT D.DWGLAST SAVED:3/29/2023 12:11 PMTEXAS REGISTRATION #14199
MAM
PRELIMINARY
CLAYMOORE ENGINEERING
EXHIBIT DEXH-DCOUNTYSURVEY:ABSTRACT NO.
COLLIN
CITY:STATE:
PROSPER TEXAS
LEGAL DESCRIPTION:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
EAGLE SURVEYING, LLC
210 SOUTH ELM STREET, SUITE #104
DENTON, TX 76201
PH: 940.222.3009
CONTACT NAME: MATT MOORE
CONTACT NAME: MATTHEW RAABE
TRACT 1
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLCOK D, LOTS 2, 3 AND 4
VOL. 2018, PG. 308, P.R.C.C.T.
PROSPER PREMIER HOTEL
MARRIOTT TOWN PLACE SUITES
EXHIBIT D
CASE #: Z22-0002
DEVELOPER:
SHYANA HOSPITALITY MANAGEMENT LLC
6401 ELDARADO PKWY, STE 338
MCKINNEY, TX 75070
EMAIL: DIPAL0102@GMAIL.COM CONTACT NAME: DIPAL PATEL
COLLIN CO SCHOOL LAND
SURVEY 147
0
GRAPHIC SCALE
1 inch = ft.
30 30 60
30
15
VICINITY MAP
N.T.S.
E UNIVERSITY DR MAHARDDALLAS PKWYW 1ST STREET
LEGACY DRSITE
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB
UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS AND EXACT DOOR
LOCATIONS.
LEGEND
FIRE LANE PER TOWN OF PROSPER
STANDARDS
CONCRETE PER TOWN OF PROSPER
STANDARDS
PROPOSED CONCRETE SIDEWALK
PROPOSED CONCRETE CURB AND GUTTER
PARKING COUNT
PROPOSED FIRE LANE STRIPPING
6' MASONRY
SCREEN WALL
Page 83
Item 9.
Exhibit E – Prosper Hotel PD
Below is an anticipated project schedule for the proposed Prosper Hotel Development Schedule
in accordance with the submittal checklist. This schedule is conceptual and subject to change
based on permitting/entitlements. Once obtained, then the permitting approvals will start with
the Town.
Zoning Submittal to Town – 1/18/22
Zoning Approval from Town – 6/12/22
Development of the hotel will depend on market demands but we would anticipate that the
project will proceed immediately for permit and construction given the necessary approvals.
Thank you and please call if you have any comments or need additional information.
Sincerely,
Matt Moore, P.E.
Page 84
Item 9.
FLFLFLFLFL4C
9
25' BUILDING LINE(1 OR 2-STORY)15' LANDSCAPE SETBACKPROP. 10' HIKE &
BIKE TRAIL
FF = 636.8FF = 636.525' LANDSCAPE AND
HIKE & BIKE EASEMENT WWSS
G
S
GG WWW75091BRK LINE629.18
S
6376366306
3
1
6
3
2
6
3
3
6
3
4635 628629S 89°33'13" E 300.00'
5/8" CIRF
"KHA"
(5) LI
(5) LI
(2) LI
(5) LI
(5) IV
(5) IV
(5) IV
(1) CC
(1) QS (1) QS
(1) UC
(2) QS
(1) UC
(16) NDH
(4) IVN (3) AG
(14) AG
(5) IVN
(11) IVN
(10) IVN
(14) AG
(13) IVN
(11) QV
(1) QV
(16) QV
(25) MP
(19) MP
(25) LF
(24) LF
(8) NDH
(8) AG
(3) NDH
(5) IVN
(5) NDH
(5) IVN
(3) HS
(13) NDH
(33) RI
(15) IVN
(28) IC
(24) IC
(18) ND
(48) ND
(18) MC
(19) IC
(31) ND
(14) MC
(8) ND
(42) ND
(28) IC
(38) IC
(21) ND(18) IC
(52) ND
(52) IC
(1) CC
(1) QS
(1) QS
(3) LI MAHARD PARKWAYRIGHT-OF-WAY VARIESPRAIRIE DRIVE
(12) AG
(1) QS
(2) QS
(6) CC
(1) CC(1) CC
(2) QS
(2) QS
(7) ND(1) UC
(5) ND
(6) RI
(1) IV
(11) LM
(3) RI
(1) HS
(4) LM
(3) HS
(17) AG
(14) RI
(20) CP
(3) IVN
(1) IV
(7) LM
DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
01/31/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWNPLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXASMAMLANDSCAPE PLANTINGLP-1
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
LOT AREA:159,327 SF
REQUIRED OPEN SPACE:11,153 SF (7%)
PROVIDED OPEN SPACE:20,854 SF (13.1%)
STREET FRONTAGE:
MAHARD PARKWAY 468.16 LF
TREES @ 1 / 30 LF:16 TREES REQUIRED
16 TREES PROVIDED
SHRUBS @ 15 / 30 LF:234 SHRUBS REQUIRED
288 SHRUBS PROVIDED
PRAIRIE DR. 340 LF
TREES @ 1 / 30 LF:12 TREES REQUIRED
12 TREES PROVIDED
SHRUBS @ 15 / 30 LF:170 SHRUBS REQUIRED
170 SHRUBS PROVIDED
PARKING LOT
TOTAL PARKING SPACES:112
REQUIRED INTERIOR LANDSCAPE AREA:1,680 SF (15 SF / PARKING SPACE)
PROVIDED INTERIOR LANDSCAPE AREA:4,220 SF
1 TREE PROVIDED AT THE TERMINUS OF EACH PARKING BAY
ADDITIONAL SHRUBS PROVIDED AS A SOLID LIVING SCREEN
PERIMETER LANDSCAPE
WEST PROPERTY LINE 476.44 LF
TREES REQUIRED
(1 ORNAMENTAL TREE / 15 LF):32
TREES PROVIDED:32
SHRUBS REQUIRED (1 SHRUBS/15 LF):32
SHRUBS PROVIDED:91
SOUTH PROPERTY LINE - 340.58
TREES REQUIRED
(1 ORNAMENTAL TREE / 15 LF):23
TREES PROVIDED:14*
SHRUBS REQUIRED (1 SHRUBS/15 LF):23
SHRUBS PROVIDED:37
* DUE TO SHARED DRIVE ACCESS
LANDSCAPE CALCULATIONS .HIAENSSTEH
C
CTTESAPETST
AIREG 03
O F
4 7
ET XLR
LD
RECAANDS
W
EP
A
ESETS(800) 680-6630
15455 Dallas Pkwy., Ste 600
Addison, TX 75001
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
TOWN OF PROSPER MAINTENANCE STANDARDS
A.THE OWNER, TENANT AND/OR THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE
FOR THE MAINTENANCE OF ALL LANDSCAPING REQUIRED BY THIS ORDINANCE. ALL PLANT MATERIAL
SHALL BE PERPETUALLY MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR
THE SEASON OF THE YEAR. PLANT MATERIALS THAT DIE SHALL BE REPLACED BY PROPERTY OWNER,
TENANT OR AGENT WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE, WITHIN THIRTY (30) DAYS OF
NOTIFICATION BY THE TOWN OR A DATE APPROVED BY THE TOWN.
B.ALL TREES LOCATED ON TOWN PROPERTY SHALL BE CARED FOR BY THE TOWN UNLESS THAT
RESPONSIBILITY IS TRANSFERRED TO ANOTHER ENTITY THROUGH A COUNCIL-APPROVED AGREEMENT.
THE DIRECTOR OF THE PARKS AND RECREATION DEPARTMENT SHALL ENSURE THAT THE TOWN, OR ITS
CONTRACTOR, MONITORS AND CARES FOR TREES IN A WAY THAT PROMOTES A HEALTHY AND GROWING
URBAN FOREST, IS PERFORMED ACCORDING TO ANSI A300, “STANDARDS FOR TREE CARE OPERATIONS,”
AND TREE CARE BEST MANAGEMENT PRACTICES PUBLISHED BY THE INTERNATIONAL SOCIETY OF
ARBORICULTURE. IT SHALL BE UNLAWFUL TO REMOVE, PRUNE, DAMAGE OR OTHERWISE HARM TREES
ON TOWN PROPERTY WITHOUT PERMISSION FROM THE DIRECTOR OF THE PARKS AND RECREATION
DEPARTMENT. THE PARKS AND RECREATION DEPARTMENT SHALL BE RESPONSIBLE FOR DEVELOPING
AND UPDATING AN ANNUAL WORK PLAN. THIS WORK PLAN SHALL DOCUMENT WHAT MAINTENANCE
ACTIVITIES ARE BEING PERFORMED AND SCHEDULED EACH YEAR. THE PARKS AND RECREATION BOARD
MAY APPOINT AN ADVISORY COMMITTEE TO FOCUS ON ISSUES AND INITIATIVES THAT PERTAIN TO ANY
URBAN FOREST THAT IS LOCATED ON PUBLIC LANDS.
1)Plant material shall be measured and sized according to the latest edition of the Texas Nursery & Landscape Association (TNLA) Specifications, Grades and
Standards.
2)All plant substitutions are subject to Town approval and must be specified on the approved landscape plan.
3)All turf areas to be established prior to the Certificate of Occupancy, unless otherwise approved by the Town.
4)Ground covers used in lieu of turf grass must provide complete coverage within one (1) year of planting and maintain adequate coverage as approved by the Town.
5)Trees must be planted four (4) feet or greater from curbs, sidewalks, utility lines, screening walls, and/or other healthy root growth.
6)Tree pits shall have roughened sides and be two to three times wider than the root ball of the tree in order to facilitate healthy root growth.
7)Tree pits shall be tested for water percolation. If water does not drain out of tree pit within a 24-hour period, the contractor shall provide berming, or devise
alternative drainage.
8)Trees shall not be planted deeper than the base of the “trunk flare”.
9)The tree pit shall be backfilled with native topsoil free of rock and other debris.
10)Burlap, twine, and wire baskets shall be loosened and pulled back from the trunk of tree as much as possible.
11)Trees shall not be watered to excess that results in soil saturation. If soil becomes saturated, the watering schedule shall be adjusted to allow for drainage and
absorption of the excess water.
12)A 3-4” layer of mulch shall be provided around the base of the planted tree. The mulch shall be pulled back 1-2” from the trunk of the tree.
13)No person(s) or entity may use improper or malicious maintenance or pruning techniques which would likely lead to the death of the tree. Improper or malicious
techniques include, but are not limited to, topping or other unsymmetrical trimming of trees, trimming trees with a backhoe, or use of fire or poison to cause the death
of a tree.
14)Topsoil shall be a minimum of eight (8) inches in depth in planting areas. Soil shall be free of stones, roots, and clods and any other foreign material that is not
beneficial for plant growth.
15)All plant beds shall be top-dressed with a minimum of three (3) inches of mulch.
16)Trees overhanging walks and parking shall have a minimum clear trunk height of seven (7) feet. Trees overhanging public street pavement drive aisles and fire lanes
shall have a minimum clear trunk height of fourteen (14) feet.
17)A visibility triangle must be provided at all intersections, where shrubs are not to exceed thirty (30) inches in height, and trees shall have a minimum clear trunk
height of nine (9) feet.
18)Trees planted on a slope shall have the tree well at the average grad of slope.
19)No shrubs shall be permitted within areas less than three (3) feet in width. All beds less than three (3) feet in width shall be grass, groundcover, or some type of
fixed paving.
20)The owner, tenant, and/or their agents, if any, shall be jointly and severally responsible for the maintenance, establishment, and permanence of plant material. All
landscaping shall be maintained in a neat and orderly manner at all times. This shall include, but not limited to, mowing, edging, pruning, fertilizing, watering, and
other activities necessary for the maintenance of landscaped areas.
21)All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. Plant material that is damaged, destroyed, or
removed shall be replaced with plant material of similar size and variety within thirty (30) days unless otherwise approved in writing by the Town of Prosper.
22)Landscape and open areas shall be kept free of trash, litter, and weeds.
23)An automatic irrigation system shall be provided to irrigate all landscape areas. Overspray on streets and walks is prohibited. A permit from the Building Inspection
Division is required for each irrigation system.
24)No plant material shall be allowed to encroach on right-of-way, sidewalks, or easements to the extent that the vision or route of travel for vehicular, pedestrian, or
bicycle traffic is impeded.
25)No planting areas shall exceed 3:1 slope (3 ft Horizontal to 1 ft Vertical).
26)Earthen berms shall not include construction debris. Contractor must correct slippage or damage to the smooth finish grad of the berm prior to acceptance.
27)All walkways shall meet ADA and TAS requirements.
28)Contact Town of Prosper Parks and Recreation Division at (972) 569-1160 for landscape inspection. Note that landscape installation must comply with approved
landscape plans prior to final acceptance by the Town and/or obtaining a Certificate of Occupancy.
29)Final inspection and approval of screening walls, irrigation, and landscape is subject to all public utilities, including but not limited to manholes, valves, water meters,
cleanouts, and other appurtenances, to be accessible, adjusted to grade, and to the Town of Prosper’s Public Works Department standards.
30)Prior to calling for a landscape inspection, the contractor is responsible for marking all manholes, valves,
water meters, cleanouts, and other utility appurtenances with flagging for field verification by the Town.
TOWN OF PROSPER GENERAL LANDSCAPE NOTES
NO EXISTING TREES ON SITE
1.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE
NOTED TO REMAIN). BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE
GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE LANDSCAPE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. SEE SPECIFICATIONS FOR
MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
2.CONSTRUCT AND MAINTAIN FINISH GRADES IN LANDSCAPE AREAS AS SHOWN ON GRADING PLANS, AND
CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE
AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN
THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE
SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR
DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES, AND
ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
3.ENSURE THAT THE GRADE IN SHRUB AREAS SHALL BE 2" BELOW FINISH GRADE AFTER INSTALLING SOIL
AMENDMENTS, AND 1" BELOW FINISH GRADE IN TURF AREAS AFTER INSTALLING SOIL AMENDMENTS. MULCH
COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF
THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP
OF WALL.
4.INSTALL 5 OUNCE, WOVEN, NEEDLE-PUNCHED POLYPROPYLENE FABRIC (DeWITT "PRO-5" OR EQUAL) UNDER
ALL MULCHED AREAS AND INDIVIDUAL TREE RINGS.
5.INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING BEDS AND TREE
RINGS. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE.
6.INSTALL 14G, GREEN STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS, AND BETWEEN
GROUNDCOVERS AND OTHER PLANTS (WHERE INDICATED ON THE PLAN).
7.HYDROMULCH ALL DISTURBED AREAS OUTSIDE OF PROPERTY LIMITS (UNLESS SHOWN AS SOD).
8.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE
ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL
REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING
METHODS, TREE PROTECTION METHODS, ETC.).
9.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES
SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A
DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN
(FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
10.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF
THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).
11.PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOBSITE BY THE OWNER OR OWNER'S
REPRESENTATIVE.
12.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE
LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR
"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT
TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY
ENCIRCLE THE ROOTBALL.
ROOT BARRIERS
GENERAL PLANTING NOTES
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2"
SHREDDED WOOD MULCH OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND
SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE
ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED
GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED.
MULCHES
PLANTING AND IRRIGATION GUARANTEE
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING
PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION
WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE
LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER
SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION.
TREES CODE COMMON / BOTANICAL NAME SIZE CONTAINER QTY
CC Texas Redbud / Cercis canadensis 'texensis CONT.3" Cal 10
min. 7' ht.;
IV 'Pride of Houston' Yaupon Holly / Ilex vomitoria 'Pride of Houston' CONT.3" Cal 17
min. 7' ht.; multi-trunk
LI Tuscarora Crape Myrtle / Lagestroemia indica 'Tuscarora'CONT.3" Cal.20
min. 7' ht.; multi-trunk
UC Cedar Elm / Ulmus crassifolia CONT.3" Cal 3
min. 7' ht.
QV Live Oak / Quercus virginiana CONT.3" Cal 28
min. 7' ht.
QS Red Oak / Quercus shumardii CONT.3" Cal 13
min. 7' ht.
SHRUBS CODE COMMON / BOTANICAL NAME SIZE QTY
AG Glossy Abelia / Abelia grandiflora 5 gal 65
36" o.c; min. 24" tall
CP Hardy Plumbago / Ceratostigma plumbaginoides 1 gal 20
IVN Dwarf Yaupon / Ilex vomitoria `Nana`5 gal 67
36" o.c.; 24" tall
LF Texas Sage / Leucophyllum frutescens 'Compacta'5 gal.49
48" o.c.; 24" tall
IC Dwarf Burford Holly / Ilex cornuta 'Burfordii Nana'5 gal 239
36" o.c.; Min. 24" tall @ time of planting, 36" tall in one growing season
LM Super Blue Liriope / Liriope muscari 'Super Blue'3 gal 18
12" tall
MP Dwarf Wax Myrtle / Myrica pusilla 5 gal 44
48" o.c.; 24" tall
ND Obsession Nandina / Nandina domestica 'Seika'5 gal.231
36" o.c.; Min. 24" tall @ time of planting, 36" tall in one growing season
HS Althea / Hibiscus syriacus 5 gal 7
36" o.c.; 24" tall
RI Snow White Hawthorn / Rhaphiolepis indica 'Snow White'5 gal 56
36" o.cl.; 24" tall
NDH Harbour Dwarf Nandina / Nandina domestica 'Harbour Dwarf' 5 gal 40
36" o.c.
GROUND COVERS CODE COMMON / BOTANICAL NAME SIZE QTY
CD Bermuda Grass / Cynodon dactylon `tif 419`sod 24,180 sf
PLANT_SCHEDULEPLANT_SCHEDULE
STEEL EDGING
BETWEEN TURF
AND SHRUB/TREE
PLANTING BEDS
NEW INSPECTIONS WILL BE MADE FOR THE FOLLOWING:
1.) TREE HEIGHT, WIDTH & CALIPER (AT DELIVERY)
2.) SHRUB HEIGHT, WIDTH & CONTAINER SIZE (AT DELIVERY)
(ANY UNDERSIZED PLANT NOT FULLY ROOTED MAY BE DENIED BY PARKS AT INSPECTION)
3.) INSPECTION OF TREE PIT SIDE WALLS & DEPTH.
4.) INSPECT AT LEAST ONE (1) PERCOLATION TESTED PIT.
NOTE TO LANDSCAPE CONTRACTOR:06/30/22CITY COMMENTSPage 85
Item 9.
DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
01/31/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWNPLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXASMAM
.HIAENSSTEH
C
CTTESAPETST
AIREG 03
O F
4 7
ET XLR
LDRE CAANDS
W
EP
A
ESETS(800) 680-6630
15455 Dallas Pkwy., Ste 600
Addison, TX 75001
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
LP-2LANDSCAPE PLANTINGDETAILS & SPECIFICATIONS4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
SCALE: NTSB
8 WEED FABRIC UNDER MULCH.
8
PLANTING SPECIFICATIONS
FINISH GRADE.4
4
3
2
1
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
MULCH, TYPE AND DEPTH PER PLANS.3
TAPERED STEEL STAKES.2
ROLLED-TOP STEEL EDGING PER PLANS.1
D SCALE: NOT TO SCALE
STEEL EDGING TREE PLANTING
SCALE: NOT TO SCALEA
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE
PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER
FOR FURTHER QUALIFICATION MEASURES.
3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS
DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY
EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES,
EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND
COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY
AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY
FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER,
ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED,
HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD,
INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF
A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT
SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING
AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).
3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM
THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN
EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED.
THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE
ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT
FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR
TREES EXCEEDING FOUR INCHES IN CALIPER.
6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL.
7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS
BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF
WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING
THE COMPOSITION OF THE SOD.
D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY,
GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE
ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED.
E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND
SEEDS.
F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO
55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M;
NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR
ANIMAL-BASED PRODUCTS SHALL BE USED.
G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN
PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY
(SEE BELOW).
H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF
TREES AND SHRUBS.
I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED
EQUAL).
J.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE
TRUNKS FROM DAMAGE.
M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN.
ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE
MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE
WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES
EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN
ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY,
pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH
SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL.
b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL
SAMPLES.
c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS
APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY
OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT
PERIOD AND FOR LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS.
ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE
SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER
CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.AMMONIUM PHOSPHATE 16-20-0 - 15 LBS PER 1,000 S.F.
iii.AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F.
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY
MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER - 10 LBS. PER CU. YD.
iii.AGRICULTURAL GYPSUM - 10 LBS. PER CU. YD.
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL
AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER
WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND
CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS,
TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
B.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE
MANUFACTURER'S RECOMMENDED RATE.
3.TRENCHING NEAR EXISTING TREES:
a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT
ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID
INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING
OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK
DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).
b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR
TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS
1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP
EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE
CANOPY DRIP LINES WITHIN 24 HOURS.
d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE
ANY SORT OF SEALERS OR WOUND PAINTS.
C.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL,
AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY
GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS,
THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES
JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.
4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES
ABOVE THE SURROUNDING GRADE.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL
OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE
REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL
FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL
CLASS AND COMPOSITION IN THE ON-SITE SOIL.
6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE
CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL
STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE
FOLLOWING GUIDELINES:
a.1"-2" TREES TWO STAKES PER TREE
b.2-1/2"-4" TREES THREE STAKES PER TREE
c.TREES OVER 4" CALIPER GUY AS NEEDED
d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO
STABILIZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE
INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH
PER PLANS).
D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT
IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.
2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED
BARRIER CLOTH IN PLACE.
3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS,
COVERING THE ENTIRE PLANTING AREA.
E.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO
NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.
5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX
INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.
F.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT,
ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
G.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF
DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24
HOURS.
3.THE LANDSCAPE WARRANTY PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN
RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE WARRANTY PERIOD WILL COMMENCE.
H.PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,
SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE
OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN
EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY
PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR
REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER
DAMAGE BY HUMAN ACTIONS.
I.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD
DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH
CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
TYPICAL SYMBOL FOR LINEAR ROOT
BARRIER MATERIAL. SEE PLANTING
NOTES FOR TYPE AND MANUFACTURER.
INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
65'5'5'5'OPEN LANDSCAPE PARKWAY
TO 10'
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALEE
PLANT SPACING
SCALE: NTSF
TURF (WHERE SHOWN ON PLAN).4
PLANT.3
MULCH LAYER.2
CURB.1
1 432
OF MATURE CANOPY
24" MIN. TO EDGE
DISTANCE PER PLAN
C SCALE: NOT TO SCALE
PLANTING AT PARKING AREA
PLANT CENTER (TYP.)EQUALEQUALEQUALEDGE OF PLANTING AREA
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS
INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS.
1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:
TOTAL AREA / AREA DIVIDER = TOTAL PLANTS
PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER
6"0.22 18"1.95
8"0.39 24"3.46
10"0.60 30"5.41
12"0.87 36"7.79
15"1.35
2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH
THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER
STEP 1: 100 SF/1.95 = 51 PLANTS
STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL 06/30/22CITY COMMENTSPage 86
Item 9.
A210
EXTERIOR
ELEVATONS
CONSULTANT:
PRP.ARQ, corp.
3 Colonial Court
tel: 972 900 3104
email: ppatel2030@gmail.com
www.prparq.com
FRISCO TEXAS USA
ARCHITECTURE URBAN PLANNING INTERIOR DESIGN
PRP ARQ
CORP.
ARCHITECT:
Frisco, Texas 75034
FOR TownePlace Suites - MARRIOTTPRAIRIE DRIVE AND MAHARD PARKWAYPROSPER. TEXAS - 75078PROSPER PREMIER HOTEL, LLC6401 ELDARADO PKWY, STE 338MCKINNEY, TX 75070EMAIL: DIPAL0102@GMAIL.COMA
A
A
A
A
A
A
A
12"
A
A
A
A
A
A
A
A
A
A
A
A
A
1"1"
12"
A
A
A 2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR
2
LIGHT BLUE COLOR STUCCO
STONE FINISH 2'-0"14'-0"DARK BROWN STONE 2
STONE FINISH
1
11'-0"9'-0"SECOND FLOOR 9'-0"9'-0"12'-0"11'-0"STONE FINISH
THIRD FLOOR 27'-1 1/4"TYP. PREFINISHED ALUMINUM
WINDOW FRAMES W/ SEALED UNIT
LIGHT GRAY TINTED GLASS
DARK BROWN STONE 2
A
LIGHT BLUE COLOR STUCCO
TOP OF RIDGE
S-2P-2 P-1
S-1
S-1
3 4 5 6 7 8 9 10 11 12 13 14 15
S-1 S-1
P-1
P-2 P-2 S-2
P-2
DARK GRAY METAL
FLASHING
OFF WHITE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-11 3/4"A
A
A
16 17 18 19 20
S-1
E8E8E8
S-1 S-1
STONE FINISH
P-2
E3E2E1J
A
A
A
AA
AA
A
A
A
A
A
A
P-2
P-2
OFF WHITE COLOR STUCCO
S-1P-1
P-1
P-1 S-2 S-2P-1
P-1 P-2
P-1P-1
STOREFRONT WINDOWS C/W
SEALED UNITS 63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
A A
LIGHT FIXTURE TYP.
OFF WHITE PRE-FINISHED
METAL CANOPY
COLOR STUCCO
A
A
A
P-1
J J
HAEBC IF
COMPOSITE ROOFING
TYP. PREFINISHED
ALUMINUM WINDOW
FRAMES W/ SEALED
UNIT LIGHT GRAY
TINTED GLASS
2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR2'-0"14'-0"11'-0"9'-0"SECOND FLOOR9'-0"9'-0"12'-0"11'-0"THIRD FLOOR26'-11 3/4"TOP OF RIDGE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-10 1/4"STONE FINISH
OFF WHITE COLOR
STUCCO
DARK BROWN
STONE 2
S-163'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
I
A
A
A
B
B
A-1
A-1 A-1
A
A
A
S-1 S-1
S-2
PORTE COCHERE
ENTRY CANOPY
3/32" = 1'-0"
NORTH ELEVATION2
3/32" = 1'-0"
EAST ELEVATION1
MATERIAL LEGEND:
OFF WHITE COLOR
STUCCO
STONE FINISH
GRAY COLOR
STUCCO
DARK BROWN
STONE 2
S1
P1
P2
W1
INDICATES 1"
SEALED UNIT
WINDOW IN
CLEAR ANODIZED
ALUMINUM
FRAMES WITH
VARYING SIZES
GENERAL NOTES:
● This Facade Plan is for conceptual purposes only. all building plans require review and approval from the
Building Inspections Division.
● All mechanical equipment shall be screened from public view. rooftop mounted equipment shall be screed
by a parapet wall or screening wall. screening walls shall be the specifications of the Zoning Ordinance.
● When permitted, exposed utility boxes and conduits shall be painted to match the building.
● All signage areas and locations are subject to approval by the Building Inspections Division.
● Windows shall have a maximum exterior visible reflectivity of ten (10) percent.
● Any deviation from the approved Facade Plan will require re-approval by the Town of Prosper.
SPECIAL NOTES:
1. A MINIMUM 4'X4' BUILDING MATERIAL MOCK-UP BOARD MUST BE CONSTRUCTED AT THE SITE AND
INSPECTED BY THE PLANNING DIVISION PRIOR TO VERTICAL CONSTRUCTION.
Page 87
Item 9.
LIGHT
OFF W
A211
EXTERIOR
ELEVATONS
3/32" = 1'-0"
WEST ELEVATION1
CONSULTANT:
PRP.ARQ, corp.
3 Colonial Court
tel: 972 900 3104
email: ppatel2030@gmail.com
www.prparq.com
FRISCO TEXAS USA
ARCHITECTURE URBAN PLANNING INTERIOR DESIGN
PRP ARQ
CORP.
ARCHITECT:
Frisco, Texas 75034
FOR TownePlace Suites - MARRIOTTPRAIRIE DRIVE AND MAHARD PARKWAYPROSPER. TEXAS - 75078PROSPER PREMIER HOTEL, LLC6401 ELDARADO PKWY, STE 338MCKINNEY, TX 75070EMAIL: DIPAL0102@GMAIL.COMA
A
A
A
A
A
A
A
A
12"
A
A
A
A
A
A
A
A
A
1"1"
12"
A
A
A2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR
2
LIGHT BLUE COLOR STUCCO
STONE FINISH2'-0"14'-0"DARK BROWN STONE 2
STONE FINISH
1
11'-0"9'-0"SECOND FLOOR9'-0"9'-0"12'-0"11'-0"STONE FINISH
THIRD FLOOR27'-1 1/4"TYP. PREFINISHED ALUMINUM
WINDOW FRAMES W/ SEALED UNIT
LIGHT GRAY TINTED GLASS
DARK BROWN-STONE 2
A
LIGHT FIXTURE TYP.
LIGHT BLUE COLOR STUCCO
TOP OF RIDGE
S-2 P-2P-1
S-1
S-1
3456789101112131415
S-1S-1
P-1
P-2P-2S-2
P-2
DARK GRAY METAL FLASHINGOFF WHITE COLOR STUCCO
T.O. ROOF DECK
T.O. PARAPET15'-11 3/4"1617181920
S-1S-1
STONE FINISH
TYP. HOLLOW METAL DOOR &
FRAMES
P-2
A
A
A
A A
A A
A
A
A
A
A
A
A
A
A
P-2
OFF WHITE COLOR STUCCO
S-1 P-1
P-1
P-1S-2
P-1 P-1
STOREFRONT WINDOWS C/W
SEALED UNITS
J
A A
BLUE COLOR STUCCO
WHITE COLOR STUCCO
2'-1 1/2"63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
A
A
A
A
A
AS-1P-2 P-1
P-1P-2
AA
A
A
A
AA
C
E9
A
A A
H EFI B
A AE9
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
A
S-2
TYP. PREFINISHED
ALUMINUM WINDOW
FRAMES W/ SEALED
UNIT LIGHT GRAY
TINTED GLASS
COMPOSITE ROOFING
A-1
A-1 A-1
2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR 2'-0"14'-0"11'-0"9'-0"SECOND FLOOR 9'-0"9'-0"12'-0"11'-0"THIRD FLOOR 26'-11 3/4"TOP OF RIDGE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-10 1/4"S-1
S-1
STONE FINISH
DARK BROWN
STONE 2
S-1
S-1
OFF WHITE COLOR
STUCCO 63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
PORTE COCHERE
ENTRY CANOPY
3/32" = 1'-0"
SOUTH ELEVATION2
MATERIAL LEGEND:
OFF WHITE COLOR
STUCCO
STONE FINISH
GRAY COLOR
STUCCO
DARK BROWN
WALL PANEL
GENERAL NOTES:
● This Facade Plan is for conceptual purposes only. all building plans require review and approval from the
Building Inspections Division.
● All mechanical equipment shall be screened from public view. rooftop mounted equipment shall be screed
by a parapet wall or screening wall. screening walls shall be the specifications of the Zoning Ordinance.
● When permitted, exposed utility boxes and conduits shall be painted to match the building.
● All signage areas and locations are subject to approval by the Building Inspections Division.
● Windows shall have a maximum exterior visible reflectivity of ten (10) percent.
● Any deviation from the approved Facade Plan will require re-approval by the Town of Prosper.
SPECIAL NOTES:
1. A MINIMUM 4'X4' BUILDING MATERIAL MOCK-UP BOARD MUST BE CONSTRUCTED AT THE SITE AND
INSPECTED BY THE PLANNING DIVISION PRIOR TO VERTICAL CONSTRUCTION.
Page 88
Item 9.
Page 1 of 1
To:
Mayor and Town Council
From: David Soto, Planning Manager
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
David Hoover, Director of Development Services
Re: Development Agreement Marriott (Prosper Center)
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon authorizing the Town Manager to execute a Development Agreement
between Prosper Villages at Legacy LLC and the Town of Prosper, related to the Prosper Center
Development, located on the west side of Mahard Parkway, south of Prairie Drive, specifically to
allow for a limited-service hotel. (DEVAGRE-23-0010)
Description of Agenda Item:
On July 26, 2022, the Town Council approved the proposed request.
A Development Agreement has been prepared accordingly. The ordinance for the adoption of the
zoning request, is also on the June 13, 2023, Town Council agenda for consideration.
Legal Obligations and Review:
Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the agreement as to
form and legality.
Attachments:
1. Development Agreement
2. Exhibits
Town Staff Recommendation:
Town staff recommends that the Town Manager to execute a Development Agreement between
Prosper Villages at Legacy LLC and the Town of Prosper, related to the Prosper Center
Development, located on the west side of Mahard Parkway, south of Prairie Drive, specifically to
allow for a limited-service hotel.
Proposed Motion:
I move to authorize the Town Manager to execute a Development Agreement between Prosper
Villages at Legacy LLC and the Town of Prosper, related to the Prosper Center Development,
located on the west side of Mahard Parkway, south of Prairie Drive, specifically to allow for a
limited-service hotel.
PLANNING
Page 89
Item 10.
DEVELOPMENT AGREEMENT
THIS DEVELOPMENT AGREEMENT (“Agreement”) is entered into by and
between the Town of Prosper, Texas (“Town”), and Prosper Villages at Legacy LLC, a
Texas limited liability company (“Owner”), collectively referred to as “Parties,” to be
effective on the date last executed by either of the Parties (the “Effective Date”).
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, Owner is developing an approximate 5.74-acre tract of land generally
located west of Mahard Parkway and south of Prairie Drive, more particularly described
in Exhibit A, attached hereto and incorporated by reference (the “Property”); and
WHEREAS, the Property was rezoned by the Town Council on or about July 26,
2022, to allow for a limited service hotel in the Property, and this Agreement seeks to
incorporate, in part, the negotiated and agreed upon development standards contained in
the Ordinance rezoning the Property, as said Ordinance may be amended, and/or this
Development Agreement, to recognize Owner’s reasonable investment-backed
expectations in the development of the Property 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 C, elevations
and building materials for the structure(s) located on the Property, 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. Weed-Free Landscape Areas. Owner agrees to maintain all landscaped
areas of the Property, as reflected on the Landscape Plan, attached hereto as Exhibit D
and incorporated by reference, 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. Failure to comply with the terms of th is
Paragraph relative to weeds, tall grass, rubbish, brush and other objectionable, unsightly
or unsanitary matter may result in the filing of a complaint against Owner in the Town’s
municipal court (or other appropriate forum) or other such action deemed appropriate by
the Town related to the enforcement of the terms and provisions of this Paragraph.
3. Covenant Running with the Land. The terms, conditions, rights,
obligations, benefits, covenants and restrictions of the provisions of this Agreement shall
be deemed covenants running with the land, and shall be binding upon and inure to the
benefit of Owner and its heirs, representatives, successors and assigns. This Agreement
Page 90
Item 10.
2
shall be deemed to be incorporated into each deed and conveyance of the Property or
any portion thereof hereafter made by any other owners of the Property, regardless of
whether this Agreement is expressly referenced therein.
4. Applicability of Town Ordinances. Owner shall construct all structures on
the Property in accordance with all applicable Town ordinances and building/construction
codes, whether now existing or arising prior to such construction in the future.
5. 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 shall be in default under
this Agreement if, within the applicable cure period, the Party to whom the notice was
given begins performance and thereafter diligently and continuously pursues performance
until the alleged failure has been cured. If either Party 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.
6. 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.
7. 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
200 S. Main Street
P.O. Box 307
Prosper, Texas 75078
Attention: Town Manager
If to Owner: Prosper Village at Legacy LLC
10950 Research Road
Frisco, Texas 75033
Attention: Craig Curry
8. 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
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).
Page 91
Item 10.
3
9. Entire Agreement. This Agreement contains the entire agreement between
the Parties hereto with respect to development of the Propert y 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.
10. 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.
11. Binding Agreement. A telecopied facsimile or pdf of a duly executed
counterpart of this Agreement shall be sufficient to evidence the binding agreement of
each party to the terms herein.
12. Authority to Execute. This Agreement shall become a binding obligation
on the signatories upon execution by all signatories 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. Owner warrants and
represents that the individual executing this Agreement on behalf of Owner has full
authority to execute this Agreement and bind Owner to the same. The Town Council
hereby authorizes the Town Manager of the Town to execute this Agreement on behalf of
the Town.
13. 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 non-binding
mediation.
14. Notification of Sale or Transfer; Assignment of Agreement. Owner 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 Owner under this Agreement, to any person or entity (an “Assignee”)
that is or will become an owner of any portion of the Property or that is an entity that is
controlled by or under common control with Owner. Each assignment shall be in writing
executed by Owner 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 owner 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 Owner shall release Owner from any liability that resulted from
an act or omission by Owner that occurred prior to the effective date of the assignment.
Owner shall maintain true and correct copies of all assignments made by Owner to
Assignees, including a copy of each executed assignment and the Assignee’s Notice
information.
Page 92
Item 10.
4
15. 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.
16. 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 a nd, 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 th is Agreement.
17. Consideration. This Agreement is executed by the parties hereto without
coercion or duress and for substantial consideration, the sufficiency of which is forever
confessed.
18. 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 or
pdf signature will also be deemed to constitute an original.
19. 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.
20. Exactions/Infrastructure Costs. Owner 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 Owner, regarding Owner’s rights
under Texas and federal law. Owner 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.
Owner 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, Owner 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.
21. Rough Proportionality. Owner hereby waives any federal constitutional
claims and any statutory or state constitutional takings claims under the Texas
Constitution with respect to roadway or infrastructure requirements imposed by this
Agreement. Owner 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
Page 93
Item 10.
5
a nexus between development conditions and the projected impact of the terms of this
Agreement, with respect to roadway or infrastructure requirements imposed by this
Agreement.
22. Waiver of Texas Government Code § 3000.001 et seq.. With respect to
any structures or improvements constructed on the Property pursuant to this Agreement,
Owner hereby waives any right, requirement or enforcement of Texas Government Code
§§ 3000.001-3000.005, as amended.
23. 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 Owner
of all or any part of the Property; however, the failure to provide such copies shall not
affect the validity of any amendment.
24. Miscellaneous Drafting Provisions. This Agreement shall be deemed
drafted equally by all Parties hereto. The language of all parts of this Agreem ent shall 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.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]
Page 94
Item 10.
6
IN WITNESS WHEREOF, the parties hereto have caused this document to be
executed as of the date referenced herein.
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
_______________, 2023, 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 95
Item 10.
7
OWNER:
PROSPER VILLAGES AT LEGACY LLC, a
Texas limited liability company
By: ________________________________
Craig Curry, Manager
STATE OF TEXAS )
)
COUNTY OF _________ )
This instrument was acknowledged before me on the ___ day of
_______________, 2023, by Craig Curry, in his capacity as Manager of Prosper Villages
at Legacy LLC, a Texas limited liability company, 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 Owner.
_____________________________________
Notary Public, State of Texas
My Commission Expires: _________________
Page 96
Item 10.
8
EXHIBIT A
(Property Description)
Page 97
Item 10.
9
EXHIBIT B
(Concept Plan)
Page 98
Item 10.
10
EXHIBIT C
(Building Materials and Elevations)
Page 99
Item 10.
11
EXHIBIT D
(Landscape Plan)
Page 100
Item 10.
N0°26'47"E303.00N0°26'47"E468.16'S89°40'36"E 340.00'
S89°33'13"E 340.00'N0°26'47"E164.44'75091BRK LINE629.18
MAHARD PARKWAYZONING: PLANNED DEVELOPMENT-
MULTIFAMILY
USE: AGRICULTURE
FUTURE USE: MULTIFAMILY (BY OTHERS)
ZONING: PLANNED DEVELOPMENT-
OFFICE
USE: AGRICULTURE
FUTURE USE: HOTEL
TRACT 2
BLOCK D, LOT 1R
BLOCK A, LOT 1R AND BLOCK D, LOT 1R
PROSPER CENTER
DOC. NO. 2016-2248, P.R.D.C.T.
VOL. 2016, PG. 881, P.R.C.C.T.
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLOCK D,
LOTS 2, 3, AND 4
DOC. NO. 2018-195 P.R.D.C.T.
VOL. 2018, PG. 308 P.R.D.C.T.
26'
FIRE LANE15.5'13'13'40' SANITARY SEWER EASEMENT.
INST. NO. 20150903001126910 AND
20150903001126920, O.P.R.C.C.T.
10' ATMOS ENERGY CORPORATION
EASEMENT AND RIGHT-OF-WAY
INST. NO. 20171020001402920
O.P.R.C.C.T.
55' TEMP CONSTRUCTION
EASEMENT INST. NO. 20150903001126910
& 20150903001126920 O.P.R.C.C.T.
25' L.S.
& ACCESS ESMT.
PROPOSED ±50,487 SF
4-STORY
(±12,621 SF PER FLOOR)
HOTEL
2.80 AC
121,950 SF
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLOCK D, LOTS
2, 3, & 4
DOC. NO. 2018-195, P.R.D.C.T.
VOL. 2018, PG. 308, P.R.C.C.T.
PRAIRIE DRIVE
10' HIKE AND BIKE T
R
A
I
L
B.F.R.
5.5'40' SANITARY SEWEREASEMENT.INST. NO.20150903001126910 AND 20150903001126920,O.P.R.C.C.T.10' ATMOS ENERGYCORPORATION EASEMENTANDRIGHT-OF-WAYINST. NO. 20171020001402920O.P.R.C.C.T.PROPOSED
MARRIOTT
HOTEL
112 PARKING
SPACES
NET 2.82 AC
20'20'9'26'10'24'26'9'9'9'9'9'PAVEMENT
BY OTHERS
PAVEMENT
BY OTHERS
20'22'26'FIRE LANE/PBY OTHERS26'FIRE LANE/PBY OTHERSTURN LANE BY OTHERSFLFLFLFLFLFLFLFLFLFLFLF
L
25' BUILDING LINE(1 OR 2-STORY)15' LANDSCAPE SETBACK75' BUILDING LINE75' BUILDING LINE(3-STORY OR MORE)PROP. 10' HIKE &
BIKE TRAIL
FLFLFLFLFLFLFLFLFLFLFL25' LANDSCAPE AND
HIKE & BIKE EASEMENT
26'5' L.S.
SETBACK
R3
0
'9'5'R54'10'10' HIKE AND BIKE TRAIL9'20.55'R30'
13'15'50'9'20'R30'9'9'9'9'24'24.72'75.08'
8'
EX. FH.
PROP. FH.
PROP. FDC.
PROP. FH.R30'22'8'
R
3
0
'173.49'30'EX. FH.
PROP. FH.
EX. FH.
EX. FH.60' STORAGE110' TAPER 10' GAS ESMT.25' L.S. EASEMENTPROP. FH.
PROP. FH.
PROP. FH.18'24'10'10'10'10'9'2'10'9'R30'
R78.04'
R
3
0
'18'15' L.S.
EASEMENT
11.86'
R56'
R
3
0
'R5
6
'
LANDSCAPE EASEMENT
59.1'164.84'109.98'211.1'DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
05/27/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWN PLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXAS1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY:DREW DONOSKYPLOT DATE:3/29/2023 12:18 PMLOCATION:Z:\PROJECTS\PROJECTS\2022-014 VIBRANT HOTEL PROSPER\CADD\SHEETS\EXH-D EXHIBIT D.DWGLAST SAVED:3/29/2023 12:11 PMTEXAS REGISTRATION #14199
MAM
PRELIMINARY
CLAYMOORE ENGINEERING
EXHIBIT DEXH-DCOUNTYSURVEY:ABSTRACT NO.
COLLIN
CITY:STATE:
PROSPER TEXAS
LEGAL DESCRIPTION:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
SURVEYOR:
EAGLE SURVEYING, LLC
210 SOUTH ELM STREET, SUITE #104
DENTON, TX 76201
PH: 940.222.3009
CONTACT NAME: MATT MOORE
CONTACT NAME: MATTHEW RAABE
TRACT 1
PORTION OF LOT 2, BLOCK D
PROSPER CENTER, BLCOK D, LOTS 2, 3 AND 4
VOL. 2018, PG. 308, P.R.C.C.T.
PROSPER PREMIER HOTEL
MARRIOTT TOWN PLACE SUITES
EXHIBIT D
CASE #: Z22-0002
DEVELOPER:
SHYANA HOSPITALITY MANAGEMENT LLC
6401 ELDARADO PKWY, STE 338
MCKINNEY, TX 75070
EMAIL: DIPAL0102@GMAIL.COM CONTACT NAME: DIPAL PATEL
COLLIN CO SCHOOL LAND
SURVEY 147
0
GRAPHIC SCALE
1 inch = ft.
30 30 60
30
15
VICINITY MAP
N.T.S.
E UNIVERSITY DR MAHARDDALLAS PKWYW 1ST STREET
LEGACY DRSITE
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB
UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS AND EXACT DOOR
LOCATIONS.
LEGEND
FIRE LANE PER TOWN OF PROSPER
STANDARDS
CONCRETE PER TOWN OF PROSPER
STANDARDS
PROPOSED CONCRETE SIDEWALK
PROPOSED CONCRETE CURB AND GUTTER
PARKING COUNT
PROPOSED FIRE LANE STRIPPING
6' MASONRY
SCREEN WALL
Page 101
Item 10.
A210
EXTERIOR
ELEVATONS
CONSULTANT:
PRP.ARQ, corp.
3 Colonial Court
tel: 972 900 3104
email: ppatel2030@gmail.com
www.prparq.com
FRISCO TEXAS USA
ARCHITECTURE URBAN PLANNING INTERIOR DESIGN
PRP ARQ
CORP.
ARCHITECT:
Frisco, Texas 75034
FOR TownePlace Suites - MARRIOTTPRAIRIE DRIVE AND MAHARD PARKWAYPROSPER. TEXAS - 75078PROSPER PREMIER HOTEL, LLC6401 ELDARADO PKWY, STE 338MCKINNEY, TX 75070EMAIL: DIPAL0102@GMAIL.COMA
A
A
A
A
A
A
A
12"
A
A
A
A
A
A
A
A
A
A
A
A
A
1"1"
12"
A
A
A 2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR
2
LIGHT BLUE COLOR STUCCO
STONE FINISH 2'-0"14'-0"DARK BROWN STONE 2
STONE FINISH
1
11'-0"9'-0"SECOND FLOOR 9'-0"9'-0"12'-0"11'-0"STONE FINISH
THIRD FLOOR 27'-1 1/4"TYP. PREFINISHED ALUMINUM
WINDOW FRAMES W/ SEALED UNIT
LIGHT GRAY TINTED GLASS
DARK BROWN STONE 2
A
LIGHT BLUE COLOR STUCCO
TOP OF RIDGE
S-2P-2 P-1
S-1
S-1
3 4 5 6 7 8 9 10 11 12 13 14 15
S-1 S-1
P-1
P-2 P-2 S-2
P-2
DARK GRAY METAL
FLASHING
OFF WHITE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-11 3/4"A
A
A
16 17 18 19 20
S-1
E8E8E8
S-1 S-1
STONE FINISH
P-2
E3E2E1J
A
A
A
AA
AA
A
A
A
A
A
A
P-2
P-2
OFF WHITE COLOR STUCCO
S-1P-1
P-1
P-1 S-2 S-2P-1
P-1 P-2
P-1P-1
STOREFRONT WINDOWS C/W
SEALED UNITS 63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
A A
LIGHT FIXTURE TYP.
OFF WHITE PRE-FINISHED
METAL CANOPY
COLOR STUCCO
A
A
A
P-1
J J
HAEBC IF
COMPOSITE ROOFING
TYP. PREFINISHED
ALUMINUM WINDOW
FRAMES W/ SEALED
UNIT LIGHT GRAY
TINTED GLASS
2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR2'-0"14'-0"11'-0"9'-0"SECOND FLOOR9'-0"9'-0"12'-0"11'-0"THIRD FLOOR26'-11 3/4"TOP OF RIDGE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-10 1/4"STONE FINISH
OFF WHITE COLOR
STUCCO
DARK BROWN
STONE 2
S-163'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
I
A
A
A
B
B
A-1
A-1 A-1
A
A
A
S-1 S-1
S-2
PORTE COCHERE
ENTRY CANOPY
3/32" = 1'-0"
NORTH ELEVATION2
3/32" = 1'-0"
EAST ELEVATION1
MATERIAL LEGEND:
OFF WHITE COLOR
STUCCO
STONE FINISH
GRAY COLOR
STUCCO
DARK BROWN
STONE 2
S1
P1
P2
W1
INDICATES 1"
SEALED UNIT
WINDOW IN
CLEAR ANODIZED
ALUMINUM
FRAMES WITH
VARYING SIZES
GENERAL NOTES:
● This Facade Plan is for conceptual purposes only. all building plans require review and approval from the
Building Inspections Division.
● All mechanical equipment shall be screened from public view. rooftop mounted equipment shall be screed
by a parapet wall or screening wall. screening walls shall be the specifications of the Zoning Ordinance.
● When permitted, exposed utility boxes and conduits shall be painted to match the building.
● All signage areas and locations are subject to approval by the Building Inspections Division.
● Windows shall have a maximum exterior visible reflectivity of ten (10) percent.
● Any deviation from the approved Facade Plan will require re-approval by the Town of Prosper.
SPECIAL NOTES:
1. A MINIMUM 4'X4' BUILDING MATERIAL MOCK-UP BOARD MUST BE CONSTRUCTED AT THE SITE AND
INSPECTED BY THE PLANNING DIVISION PRIOR TO VERTICAL CONSTRUCTION.
Page 102
Item 10.
LIGHT
OFF W
A211
EXTERIOR
ELEVATONS
3/32" = 1'-0"
WEST ELEVATION1
CONSULTANT:
PRP.ARQ, corp.
3 Colonial Court
tel: 972 900 3104
email: ppatel2030@gmail.com
www.prparq.com
FRISCO TEXAS USA
ARCHITECTURE URBAN PLANNING INTERIOR DESIGN
PRP ARQ
CORP.
ARCHITECT:
Frisco, Texas 75034
FOR TownePlace Suites - MARRIOTTPRAIRIE DRIVE AND MAHARD PARKWAYPROSPER. TEXAS - 75078PROSPER PREMIER HOTEL, LLC6401 ELDARADO PKWY, STE 338MCKINNEY, TX 75070EMAIL: DIPAL0102@GMAIL.COMA
A
A
A
A
A
A
A
A
12"
A
A
A
A
A
A
A
A
A
1"1"
12"
A
A
A2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR
2
LIGHT BLUE COLOR STUCCO
STONE FINISH2'-0"14'-0"DARK BROWN STONE 2
STONE FINISH
1
11'-0"9'-0"SECOND FLOOR9'-0"9'-0"12'-0"11'-0"STONE FINISH
THIRD FLOOR27'-1 1/4"TYP. PREFINISHED ALUMINUM
WINDOW FRAMES W/ SEALED UNIT
LIGHT GRAY TINTED GLASS
DARK BROWN-STONE 2
A
LIGHT FIXTURE TYP.
LIGHT BLUE COLOR STUCCO
TOP OF RIDGE
S-2 P-2P-1
S-1
S-1
3456789101112131415
S-1S-1
P-1
P-2P-2S-2
P-2
DARK GRAY METAL FLASHINGOFF WHITE COLOR STUCCO
T.O. ROOF DECK
T.O. PARAPET15'-11 3/4"1617181920
S-1S-1
STONE FINISH
TYP. HOLLOW METAL DOOR &
FRAMES
P-2
A
A
A
A A
A A
A
A
A
A
A
A
A
A
A
P-2
OFF WHITE COLOR STUCCO
S-1 P-1
P-1
P-1S-2
P-1 P-1
STOREFRONT WINDOWS C/W
SEALED UNITS
J
A A
BLUE COLOR STUCCO
WHITE COLOR STUCCO
2'-1 1/2"63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
A
A
A
A
A
AS-1P-2 P-1
P-1P-2
AA
A
A
A
AA
C
E9
A
A A
H EFI B
A AE9
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
A
S-2
TYP. PREFINISHED
ALUMINUM WINDOW
FRAMES W/ SEALED
UNIT LIGHT GRAY
TINTED GLASS
COMPOSITE ROOFING
A-1
A-1 A-1
2'-0"2'-0"FOURTH FLOOR
FIRST FLOOR 2'-0"14'-0"11'-0"9'-0"SECOND FLOOR 9'-0"9'-0"12'-0"11'-0"THIRD FLOOR 26'-11 3/4"TOP OF RIDGE
T.O. ROOF DECK
T.O. PARAPET
2'-1 1/2"15'-10 1/4"S-1
S-1
STONE FINISH
DARK BROWN
STONE 2
S-1
S-1
OFF WHITE COLOR
STUCCO 63'-1 1/4"ELEVATOR PENTHOUSE BEHIND
SCREEN WALL
MECHANICAL ROOF TOP UNIT
BEYOND SCREEN WALL
PORTE COCHERE
ENTRY CANOPY
3/32" = 1'-0"
SOUTH ELEVATION2
MATERIAL LEGEND:
OFF WHITE COLOR
STUCCO
STONE FINISH
GRAY COLOR
STUCCO
DARK BROWN
WALL PANEL
GENERAL NOTES:
● This Facade Plan is for conceptual purposes only. all building plans require review and approval from the
Building Inspections Division.
● All mechanical equipment shall be screened from public view. rooftop mounted equipment shall be screed
by a parapet wall or screening wall. screening walls shall be the specifications of the Zoning Ordinance.
● When permitted, exposed utility boxes and conduits shall be painted to match the building.
● All signage areas and locations are subject to approval by the Building Inspections Division.
● Windows shall have a maximum exterior visible reflectivity of ten (10) percent.
● Any deviation from the approved Facade Plan will require re-approval by the Town of Prosper.
SPECIAL NOTES:
1. A MINIMUM 4'X4' BUILDING MATERIAL MOCK-UP BOARD MUST BE CONSTRUCTED AT THE SITE AND
INSPECTED BY THE PLANNING DIVISION PRIOR TO VERTICAL CONSTRUCTION.
Page 103
Item 10.
FLFLFLFLFL4C
9
25' BUILDING LINE(1 OR 2-STORY)15' LANDSCAPE SETBACKPROP. 10' HIKE &
BIKE TRAIL
FF = 636.8FF = 636.525' LANDSCAPE AND
HIKE & BIKE EASEMENT WWSS
G
S
GG WWW75091BRK LINE629.18
S
6376366306
3
1
6
3
2
6
3
3
6
3
4635 628629S 89°33'13" E 300.00'
5/8" CIRF
"KHA"
(5) LI
(5) LI
(2) LI
(5) LI
(5) IV
(5) IV
(5) IV
(1) CC
(1) QS (1) QS
(1) UC
(2) QS
(1) UC
(16) NDH
(4) IVN (3) AG
(14) AG
(5) IVN
(11) IVN
(10) IVN
(14) AG
(13) IVN
(11) QV
(1) QV
(16) QV
(25) MP
(19) MP
(25) LF
(24) LF
(8) NDH
(8) AG
(3) NDH
(5) IVN
(5) NDH
(5) IVN
(3) HS
(13) NDH
(33) RI
(15) IVN
(28) IC
(24) IC
(18) ND
(48) ND
(18) MC
(19) IC
(31) ND
(14) MC
(8) ND
(42) ND
(28) IC
(38) IC
(21) ND(18) IC
(52) ND
(52) IC
(1) CC
(1) QS
(1) QS
(3) LI MAHARD PARKWAYRIGHT-OF-WAY VARIESPRAIRIE DRIVE
(12) AG
(1) QS
(2) QS
(6) CC
(1) CC(1) CC
(2) QS
(2) QS
(7) ND(1) UC
(5) ND
(6) RI
(1) IV
(11) LM
(3) RI
(1) HS
(4) LM
(3) HS
(17) AG
(14) RI
(20) CP
(3) IVN
(1) IV
(7) LM
DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
01/31/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWNPLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXASMAMLANDSCAPE PLANTINGLP-1
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
LOT AREA:159,327 SF
REQUIRED OPEN SPACE:11,153 SF (7%)
PROVIDED OPEN SPACE:20,854 SF (13.1%)
STREET FRONTAGE:
MAHARD PARKWAY 468.16 LF
TREES @ 1 / 30 LF:16 TREES REQUIRED
16 TREES PROVIDED
SHRUBS @ 15 / 30 LF:234 SHRUBS REQUIRED
288 SHRUBS PROVIDED
PRAIRIE DR. 340 LF
TREES @ 1 / 30 LF:12 TREES REQUIRED
12 TREES PROVIDED
SHRUBS @ 15 / 30 LF:170 SHRUBS REQUIRED
170 SHRUBS PROVIDED
PARKING LOT
TOTAL PARKING SPACES:112
REQUIRED INTERIOR LANDSCAPE AREA:1,680 SF (15 SF / PARKING SPACE)
PROVIDED INTERIOR LANDSCAPE AREA:4,220 SF
1 TREE PROVIDED AT THE TERMINUS OF EACH PARKING BAY
ADDITIONAL SHRUBS PROVIDED AS A SOLID LIVING SCREEN
PERIMETER LANDSCAPE
WEST PROPERTY LINE 476.44 LF
TREES REQUIRED
(1 ORNAMENTAL TREE / 15 LF):32
TREES PROVIDED:32
SHRUBS REQUIRED (1 SHRUBS/15 LF):32
SHRUBS PROVIDED:91
SOUTH PROPERTY LINE - 340.58
TREES REQUIRED
(1 ORNAMENTAL TREE / 15 LF):23
TREES PROVIDED:14*
SHRUBS REQUIRED (1 SHRUBS/15 LF):23
SHRUBS PROVIDED:37
* DUE TO SHARED DRIVE ACCESS
LANDSCAPE CALCULATIONS .HIAENSSTEH
C
CTTESAPETST
AIREG 03
O F
4 7
ET XLR
LD
RECAANDS
W
EP
A
ESETS(800) 680-6630
15455 Dallas Pkwy., Ste 600
Addison, TX 75001
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
TOWN OF PROSPER MAINTENANCE STANDARDS
A.THE OWNER, TENANT AND/OR THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE
FOR THE MAINTENANCE OF ALL LANDSCAPING REQUIRED BY THIS ORDINANCE. ALL PLANT MATERIAL
SHALL BE PERPETUALLY MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR
THE SEASON OF THE YEAR. PLANT MATERIALS THAT DIE SHALL BE REPLACED BY PROPERTY OWNER,
TENANT OR AGENT WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE, WITHIN THIRTY (30) DAYS OF
NOTIFICATION BY THE TOWN OR A DATE APPROVED BY THE TOWN.
B.ALL TREES LOCATED ON TOWN PROPERTY SHALL BE CARED FOR BY THE TOWN UNLESS THAT
RESPONSIBILITY IS TRANSFERRED TO ANOTHER ENTITY THROUGH A COUNCIL-APPROVED AGREEMENT.
THE DIRECTOR OF THE PARKS AND RECREATION DEPARTMENT SHALL ENSURE THAT THE TOWN, OR ITS
CONTRACTOR, MONITORS AND CARES FOR TREES IN A WAY THAT PROMOTES A HEALTHY AND GROWING
URBAN FOREST, IS PERFORMED ACCORDING TO ANSI A300, “STANDARDS FOR TREE CARE OPERATIONS,”
AND TREE CARE BEST MANAGEMENT PRACTICES PUBLISHED BY THE INTERNATIONAL SOCIETY OF
ARBORICULTURE. IT SHALL BE UNLAWFUL TO REMOVE, PRUNE, DAMAGE OR OTHERWISE HARM TREES
ON TOWN PROPERTY WITHOUT PERMISSION FROM THE DIRECTOR OF THE PARKS AND RECREATION
DEPARTMENT. THE PARKS AND RECREATION DEPARTMENT SHALL BE RESPONSIBLE FOR DEVELOPING
AND UPDATING AN ANNUAL WORK PLAN. THIS WORK PLAN SHALL DOCUMENT WHAT MAINTENANCE
ACTIVITIES ARE BEING PERFORMED AND SCHEDULED EACH YEAR. THE PARKS AND RECREATION BOARD
MAY APPOINT AN ADVISORY COMMITTEE TO FOCUS ON ISSUES AND INITIATIVES THAT PERTAIN TO ANY
URBAN FOREST THAT IS LOCATED ON PUBLIC LANDS.
1)Plant material shall be measured and sized according to the latest edition of the Texas Nursery & Landscape Association (TNLA) Specifications, Grades and
Standards.
2)All plant substitutions are subject to Town approval and must be specified on the approved landscape plan.
3)All turf areas to be established prior to the Certificate of Occupancy, unless otherwise approved by the Town.
4)Ground covers used in lieu of turf grass must provide complete coverage within one (1) year of planting and maintain adequate coverage as approved by the Town.
5)Trees must be planted four (4) feet or greater from curbs, sidewalks, utility lines, screening walls, and/or other healthy root growth.
6)Tree pits shall have roughened sides and be two to three times wider than the root ball of the tree in order to facilitate healthy root growth.
7)Tree pits shall be tested for water percolation. If water does not drain out of tree pit within a 24-hour period, the contractor shall provide berming, or devise
alternative drainage.
8)Trees shall not be planted deeper than the base of the “trunk flare”.
9)The tree pit shall be backfilled with native topsoil free of rock and other debris.
10)Burlap, twine, and wire baskets shall be loosened and pulled back from the trunk of tree as much as possible.
11)Trees shall not be watered to excess that results in soil saturation. If soil becomes saturated, the watering schedule shall be adjusted to allow for drainage and
absorption of the excess water.
12)A 3-4” layer of mulch shall be provided around the base of the planted tree. The mulch shall be pulled back 1-2” from the trunk of the tree.
13)No person(s) or entity may use improper or malicious maintenance or pruning techniques which would likely lead to the death of the tree. Improper or malicious
techniques include, but are not limited to, topping or other unsymmetrical trimming of trees, trimming trees with a backhoe, or use of fire or poison to cause the death
of a tree.
14)Topsoil shall be a minimum of eight (8) inches in depth in planting areas. Soil shall be free of stones, roots, and clods and any other foreign material that is not
beneficial for plant growth.
15)All plant beds shall be top-dressed with a minimum of three (3) inches of mulch.
16)Trees overhanging walks and parking shall have a minimum clear trunk height of seven (7) feet. Trees overhanging public street pavement drive aisles and fire lanes
shall have a minimum clear trunk height of fourteen (14) feet.
17)A visibility triangle must be provided at all intersections, where shrubs are not to exceed thirty (30) inches in height, and trees shall have a minimum clear trunk
height of nine (9) feet.
18)Trees planted on a slope shall have the tree well at the average grad of slope.
19)No shrubs shall be permitted within areas less than three (3) feet in width. All beds less than three (3) feet in width shall be grass, groundcover, or some type of
fixed paving.
20)The owner, tenant, and/or their agents, if any, shall be jointly and severally responsible for the maintenance, establishment, and permanence of plant material. All
landscaping shall be maintained in a neat and orderly manner at all times. This shall include, but not limited to, mowing, edging, pruning, fertilizing, watering, and
other activities necessary for the maintenance of landscaped areas.
21)All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. Plant material that is damaged, destroyed, or
removed shall be replaced with plant material of similar size and variety within thirty (30) days unless otherwise approved in writing by the Town of Prosper.
22)Landscape and open areas shall be kept free of trash, litter, and weeds.
23)An automatic irrigation system shall be provided to irrigate all landscape areas. Overspray on streets and walks is prohibited. A permit from the Building Inspection
Division is required for each irrigation system.
24)No plant material shall be allowed to encroach on right-of-way, sidewalks, or easements to the extent that the vision or route of travel for vehicular, pedestrian, or
bicycle traffic is impeded.
25)No planting areas shall exceed 3:1 slope (3 ft Horizontal to 1 ft Vertical).
26)Earthen berms shall not include construction debris. Contractor must correct slippage or damage to the smooth finish grad of the berm prior to acceptance.
27)All walkways shall meet ADA and TAS requirements.
28)Contact Town of Prosper Parks and Recreation Division at (972) 569-1160 for landscape inspection. Note that landscape installation must comply with approved
landscape plans prior to final acceptance by the Town and/or obtaining a Certificate of Occupancy.
29)Final inspection and approval of screening walls, irrigation, and landscape is subject to all public utilities, including but not limited to manholes, valves, water meters,
cleanouts, and other appurtenances, to be accessible, adjusted to grade, and to the Town of Prosper’s Public Works Department standards.
30)Prior to calling for a landscape inspection, the contractor is responsible for marking all manholes, valves,
water meters, cleanouts, and other utility appurtenances with flagging for field verification by the Town.
TOWN OF PROSPER GENERAL LANDSCAPE NOTES
NO EXISTING TREES ON SITE
1.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE
NOTED TO REMAIN). BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE
GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE LANDSCAPE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. SEE SPECIFICATIONS FOR
MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
2.CONSTRUCT AND MAINTAIN FINISH GRADES IN LANDSCAPE AREAS AS SHOWN ON GRADING PLANS, AND
CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE
AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN
THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE
SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR
DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES, AND
ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
3.ENSURE THAT THE GRADE IN SHRUB AREAS SHALL BE 2" BELOW FINISH GRADE AFTER INSTALLING SOIL
AMENDMENTS, AND 1" BELOW FINISH GRADE IN TURF AREAS AFTER INSTALLING SOIL AMENDMENTS. MULCH
COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF
THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP
OF WALL.
4.INSTALL 5 OUNCE, WOVEN, NEEDLE-PUNCHED POLYPROPYLENE FABRIC (DeWITT "PRO-5" OR EQUAL) UNDER
ALL MULCHED AREAS AND INDIVIDUAL TREE RINGS.
5.INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING BEDS AND TREE
RINGS. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE.
6.INSTALL 14G, GREEN STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS, AND BETWEEN
GROUNDCOVERS AND OTHER PLANTS (WHERE INDICATED ON THE PLAN).
7.HYDROMULCH ALL DISTURBED AREAS OUTSIDE OF PROPERTY LIMITS (UNLESS SHOWN AS SOD).
8.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE
ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL
REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING
METHODS, TREE PROTECTION METHODS, ETC.).
9.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES
SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A
DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN
(FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
10.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF
THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).
11.PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOBSITE BY THE OWNER OR OWNER'S
REPRESENTATIVE.
12.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE
LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR
"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT
TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY
ENCIRCLE THE ROOTBALL.
ROOT BARRIERS
GENERAL PLANTING NOTES
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2"
SHREDDED WOOD MULCH OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND
SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE
ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED
GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED.
MULCHES
PLANTING AND IRRIGATION GUARANTEE
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING
PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION
WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE
LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER
SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION.
TREES CODE COMMON / BOTANICAL NAME SIZE CONTAINER QTY
CC Texas Redbud / Cercis canadensis 'texensis CONT.3" Cal 10
min. 7' ht.;
IV 'Pride of Houston' Yaupon Holly / Ilex vomitoria 'Pride of Houston' CONT.3" Cal 17
min. 7' ht.; multi-trunk
LI Tuscarora Crape Myrtle / Lagestroemia indica 'Tuscarora'CONT.3" Cal.20
min. 7' ht.; multi-trunk
UC Cedar Elm / Ulmus crassifolia CONT.3" Cal 3
min. 7' ht.
QV Live Oak / Quercus virginiana CONT.3" Cal 28
min. 7' ht.
QS Red Oak / Quercus shumardii CONT.3" Cal 13
min. 7' ht.
SHRUBS CODE COMMON / BOTANICAL NAME SIZE QTY
AG Glossy Abelia / Abelia grandiflora 5 gal 65
36" o.c; min. 24" tall
CP Hardy Plumbago / Ceratostigma plumbaginoides 1 gal 20
IVN Dwarf Yaupon / Ilex vomitoria `Nana`5 gal 67
36" o.c.; 24" tall
LF Texas Sage / Leucophyllum frutescens 'Compacta'5 gal.49
48" o.c.; 24" tall
IC Dwarf Burford Holly / Ilex cornuta 'Burfordii Nana'5 gal 239
36" o.c.; Min. 24" tall @ time of planting, 36" tall in one growing season
LM Super Blue Liriope / Liriope muscari 'Super Blue'3 gal 18
12" tall
MP Dwarf Wax Myrtle / Myrica pusilla 5 gal 44
48" o.c.; 24" tall
ND Obsession Nandina / Nandina domestica 'Seika'5 gal.231
36" o.c.; Min. 24" tall @ time of planting, 36" tall in one growing season
HS Althea / Hibiscus syriacus 5 gal 7
36" o.c.; 24" tall
RI Snow White Hawthorn / Rhaphiolepis indica 'Snow White'5 gal 56
36" o.cl.; 24" tall
NDH Harbour Dwarf Nandina / Nandina domestica 'Harbour Dwarf' 5 gal 40
36" o.c.
GROUND COVERS CODE COMMON / BOTANICAL NAME SIZE QTY
CD Bermuda Grass / Cynodon dactylon `tif 419`sod 24,180 sf
PLANT_SCHEDULEPLANT_SCHEDULE
STEEL EDGING
BETWEEN TURF
AND SHRUB/TREE
PLANTING BEDS
NEW INSPECTIONS WILL BE MADE FOR THE FOLLOWING:
1.) TREE HEIGHT, WIDTH & CALIPER (AT DELIVERY)
2.) SHRUB HEIGHT, WIDTH & CONTAINER SIZE (AT DELIVERY)
(ANY UNDERSIZED PLANT NOT FULLY ROOTED MAY BE DENIED BY PARKS AT INSPECTION)
3.) INSPECTION OF TREE PIT SIDE WALLS & DEPTH.
4.) INSPECT AT LEAST ONE (1) PERCOLATION TESTED PIT.
NOTE TO LANDSCAPE CONTRACTOR:06/30/22CITY COMMENTSPage 104
Item 10.
DATENo.REVISIONBYDATE:
SHEET
File No. 2017-128
01/31/2022
CHECKED:
JEV
DRAWN:JEV
DESIGN:PROSPER PREMIER HOTELMARRIOTT TOWNPLACE SUITEPRAIRIE DRIVE ANDMAHARD PARKWAYPROSPER, TEXASMAM
.HIAENSSTEH
C
CTTESAPETST
AIREG 03
O F
4 7
ET XLR
LDRE CAANDS
W
EP
A
ESETS(800) 680-6630
15455 Dallas Pkwy., Ste 600
Addison, TX 75001
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
LP-2LANDSCAPE PLANTINGDETAILS & SPECIFICATIONS4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
SCALE: NTSB
8 WEED FABRIC UNDER MULCH.
8
PLANTING SPECIFICATIONS
FINISH GRADE.4
4
3
2
1
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
MULCH, TYPE AND DEPTH PER PLANS.3
TAPERED STEEL STAKES.2
ROLLED-TOP STEEL EDGING PER PLANS.1
D SCALE: NOT TO SCALE
STEEL EDGING TREE PLANTING
SCALE: NOT TO SCALEA
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE
PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER
FOR FURTHER QUALIFICATION MEASURES.
3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS
DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY
EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES,
EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND
COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY
AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY
FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER,
ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED,
HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD,
INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF
A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT
SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING
AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).
3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM
THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN
EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED.
THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE
ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT
FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR
TREES EXCEEDING FOUR INCHES IN CALIPER.
6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL.
7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS
BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF
WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING
THE COMPOSITION OF THE SOD.
D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY,
GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE
ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED.
E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND
SEEDS.
F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO
55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M;
NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR
ANIMAL-BASED PRODUCTS SHALL BE USED.
G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN
PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY
(SEE BELOW).
H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF
TREES AND SHRUBS.
I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED
EQUAL).
J.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE
TRUNKS FROM DAMAGE.
M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN.
ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE
MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE
WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES
EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN
ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY,
pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH
SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL.
b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL
SAMPLES.
c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS
APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY
OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT
PERIOD AND FOR LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS.
ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE
SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER
CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.AMMONIUM PHOSPHATE 16-20-0 - 15 LBS PER 1,000 S.F.
iii.AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F.
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY
MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER - 10 LBS. PER CU. YD.
iii.AGRICULTURAL GYPSUM - 10 LBS. PER CU. YD.
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL
AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER
WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND
CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS,
TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
B.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE
MANUFACTURER'S RECOMMENDED RATE.
3.TRENCHING NEAR EXISTING TREES:
a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT
ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID
INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING
OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK
DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).
b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR
TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS
1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP
EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE
CANOPY DRIP LINES WITHIN 24 HOURS.
d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE
ANY SORT OF SEALERS OR WOUND PAINTS.
C.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL,
AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY
GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS,
THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES
JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.
4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES
ABOVE THE SURROUNDING GRADE.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL
OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE
REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL
FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL
CLASS AND COMPOSITION IN THE ON-SITE SOIL.
6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE
CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL
STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE
FOLLOWING GUIDELINES:
a.1"-2" TREES TWO STAKES PER TREE
b.2-1/2"-4" TREES THREE STAKES PER TREE
c.TREES OVER 4" CALIPER GUY AS NEEDED
d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO
STABILIZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE
INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH
PER PLANS).
D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT
IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.
2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED
BARRIER CLOTH IN PLACE.
3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS,
COVERING THE ENTIRE PLANTING AREA.
E.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO
NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.
5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX
INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.
F.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT,
ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
G.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF
DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24
HOURS.
3.THE LANDSCAPE WARRANTY PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN
RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE WARRANTY PERIOD WILL COMMENCE.
H.PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,
SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE
OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN
EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY
PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR
REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER
DAMAGE BY HUMAN ACTIONS.
I.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD
DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH
CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
TYPICAL SYMBOL FOR LINEAR ROOT
BARRIER MATERIAL. SEE PLANTING
NOTES FOR TYPE AND MANUFACTURER.
INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
65'5'5'5'OPEN LANDSCAPE PARKWAY
TO 10'
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALEE
PLANT SPACING
SCALE: NTSF
TURF (WHERE SHOWN ON PLAN).4
PLANT.3
MULCH LAYER.2
CURB.1
1 432
OF MATURE CANOPY
24" MIN. TO EDGE
DISTANCE PER PLAN
C SCALE: NOT TO SCALE
PLANTING AT PARKING AREA
PLANT CENTER (TYP.)EQUALEQUALEQUALEDGE OF PLANTING AREA
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS
INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS.
1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:
TOTAL AREA / AREA DIVIDER = TOTAL PLANTS
PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER
6"0.22 18"1.95
8"0.39 24"3.46
10"0.60 30"5.41
12"0.87 36"7.79
15"1.35
2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH
THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER
STEP 1: 100 SF/1.95 = 51 PLANTS
STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL 06/30/22CITY COMMENTSPage 105
Item 10.
Page 1 of 1
To:
Mayor and Town Council
From: David Soto, Planning Manager
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
David Hoover, Director of Development Services
Re: Comprehensive Plan Amendment Ordinance MQ Prosper North
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon an ordinance to amend the Future Land Use Plan from Residential Low
Density to Retail and Neighborhood Services, generally located on the east side of Preston Road,
north of St. Peter Lane. (CA21-0001)
Description of Agenda Item:
On April 25, 2023, the Town Council approved the proposed rezoning request as well as a
Comprehensive Plan Amendment from Residential Low Density to Retail and Neighborhood
Services.
An ordinance has been prepared accordingly.
Legal Obligations and Review:
Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard
ordinance as to form and legality.
Attached Documents:
1. Ordinance
2. Ordinance Exhibit
Staff Recommendation:
Staff recommends approval of an ordinance to amend the Future Land Use Plan from Residential
Low Density to Retail and Neighborhood Services, generally located on the east side of Preston
Road, north of St. Peter Lane.
Proposed Motion:
I move to approve an ordinance to amend the Future Land Use Plan from Residential Low Density
to Retail and Neighborhood Services, generally located on the east side of Preston Road, north of
St. Peter Lane.
PLANNING
Page 106
Item 11.
TOWN OF PROSPER, TEXAS ORDINANCE NO. 2023-___
AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER,
TEXAS, AMENDING THE FUTURE LAND USE PLAN MAP OF THE TOWN OF
PROSPER’S COMPREHENSIVE PLAN; PROVIDING FOR REPEALING,
SAVING AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN
EFFECTIVE DATE OF THIS ORDINANCE.
WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has
investigated and determined that the Future Land Use Plan of the Town of Prosper (“Prosper”)
Comprehensive Plan, adopted by Ordinance No. 12-21, as amended, should be amended; and
WHEREAS, Prosper received a request to amend the Future Land Use Plan from Low
Density Residential to Retail and Neighborhood Services, generally located on the east side of
Preston Road and north of St. Peter Lane; and
WHEREAS, Prosper has complied with all notices and public hearings as required by law;
and
WHEREAS, the Town Council finds that it will be advantageous, beneficial, and in the best
interests of the citizens of Prosper to amend a portion of the Comprehensive Plan 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 Prosper’s Comprehensive Plan, Ordinance No. 12-21. The Future Land
Use Plan Map of the Town of Prosper's Comprehensive Plan, adopted by Ordinance No. 12-21,
as amended, is hereby amended to reflect Retail and Neighborhood Services on the east side of
Preston Road and north of St. Peter Lane, as depicted in Exhibit A, attached hereto and
incorporated by reference.
SECTION 3
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 any and 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, 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.
Page 107
Item 11.
Ordinance No. 2023-___, Page 2
SECTION 4
Savings/Repealing Clause. Prosper’s Comprehensive Plan, adopted by Ordinance 12-
21, 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 5
Effective Date. This Ordinance shall become effective from and after its adoption.
DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE
TOWN OF PROSPER, TEXAS, ON THIS 13TH DAY OF JUNE, 2023.
______________________________
David F. Bristol, Mayor
ATTEST:
_________________________________
Michelle Lewis-Sirianni, Town Secretary
APPROVED AS TO FORM AND LEGALITY:
_________________________________
Terrence S. Welch, Town Attorney
Page 108
Item 11.
Page 109
Item 11.
Page 1 of 1
PLANNING
To: Mayor and Town Council
From: David Soto, Planning Manager
Through: Mario Canizares, Town Manager
Chuck Ewings, Assistant Town Manager
David Hoover, Director of Development Services
Re: Notice of Appeal
Town Council Meeting – June 13, 2023
____________________________________________________________________________
Agenda Item:
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
& Zoning Commission on any Preliminary Site Plans and Site Plans including PISD High School
and Westside Development.
Description of Agenda Item:
Attached is the Site Plan that were acted on by the Planning & Zoning Commission at their May
16, 2023, meeting. Per the Zoning Ordinance, the Town Council has the ability to direct staff to
submit a written notice of appeal on behalf of the Town Council to the Development Services
Department for any Site Plans and Preliminary Site Plans acted on by the Planning & Zoning
Commission.
Attachments:
1. DEVAPP-23-0023 PSP PISD High School
2. DEVAPP-23-0031 PSP Westside
3. DEVAPP-23-0032 SP Westside
Planning & Zoning Recommendations:
At their May 16, 2023, meeting, the Planning & Zoning Commission approved the following
items:
1. DEVAPP-23-0023 PSP PISD High School (Approved)
2. DEVAPP-23-0031 PSP Westside (Approved)
3. DEVAPP-23-0032 SP Westside (Approved)
Town Staff Recommendation:
Town staff recommends the Town Council take no action on this item.
Page 110
Item 12.
WWWWSSGAS
GAS
GAS GASCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGEUGESSCOM
M
COM
M
COM
M
COM
M
COM
M
UGEUGEUGEUGEUGEUGEUGEUGEUGESSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWSSSSWWWWWWWWWGASGASGASSSSSSST
G
T
T
T
U
T
E
U
T
E
T
XX
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
X
X
X
X
X
X
X
X
X
X
X
BM #101
BM #103
20' SOUTHWESTERN BELL ESMT
VOL. 607, PG. 180
D.R.D.C.T.
S SS
S
S
S
SS
S
S
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
WW
W
WW
WW
WW
WW
WW
WWW W
W
WWWWW W
WWW W W WWW W W W W W W W W W W WWWWW
W
W WWWW
WSS SS SS
SS
SS
G
G FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FLFLFLFLFLFLFLFL
FL
FL
FL
FLFLFLvvCAUT
I
O
N CAUTIONCAUTIONCAUTION6665CAUTION5511CAUTI
O
N 6FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FLFLFLFL
FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLvvvvFLFLFLFLFLFLFLFLROLL-TOP DRUM S
P
I
L
LCONTAINMEN
T
C
A
B
I
N
E
T
SP_FF
_A
DD
IT
I
VE
TANK
_US_
10
11
SP_FF_TANK_ 40K_US_0
317 SP_FF_TANK_ 40K_US_0
317 SP_FF_TANK_ 40
K_US
_0317
EX. 10'X10' W.E.
EX. 10'X10' W.E.
EX. 10'X10' W.E.
EX. 10'X10'
W.E.
EX. 10' W.E.
EX. 10'X10'
W.E.
EX. 10'X10' W.E.
EX. 10'X10' W.E.
EX. 15'
W.E.
EX. 15' WE
EX. 15' W.E.
EX. 15' W.E.
EX. 15' W.E.
EX. 30' F.A.D.U.E.
EX. 15' D.E.
EX. 15' D.E.
EX. 15' W.E.
EX. 30' F.A.D.U.E.EX. 24' F.A.D.U.E.
EX. 30'
F.A.D.U.E.
EX. LANDSCAPE
EASEMENT
EX. SIGN
EASMENT
EX. STREET
EASEMENT
EX. 3' SS
EASEMENT
EX. SIGN
EASEMENT
EX. 38'
LANDSCAPE
EASEMENT
EX. 38'
LANDSCAPE
EASEMENT
11
12
13 14
15
16
17
18
19
20
21
22
23
24 25
26 27
28
29
11
8 9 10 12
13
14
15
16
17
19
20
18
SAVANNAH PHASE 3
Cab. V, Pg. 378 PRDCT
Lot 4, Block A
SAVANNAH TOWN
CENTER ADDITION
Doc. No. 2018-482 PRDCT
Tract 2A
SAVANNAH PHASE 3
Cab. Y, Pg. 336 PRDCT
Lot 5, Block A
SAVANNAH TOWN
CENTER ADDITION
Doc. No. 2018-482 PRDCT
11
11
9
5
5
9
912
12
11
9
6
6
7
7
10
10
7
7
9
9
10
10
9
10
7
7
6
6
5
5
12
12
9
6
6
5
5
7
7
8
8
7
15 7
7
14
14
7
7
7
5
5
15
7
7
14
13
7
8
7
4
7
4
10
10
4
4
3
3
10
5
5
5
5
10
4
4
11
11
11
9
3
5 12
6
6
7
6 6
5
10
4 5 10
5
4
13
12
5
4
20
11
9
9
7
7
9
12
COMPACTORS
10.0'10.0'20.0'
TYP.
40.0'
24.0'
18.0'10.0'TYP.MIN. 10'x20' ADA PARKING
SPACES WITH MIN. 5'
LOADING AREA
20.0'
30.0'230.3'289.1'30.0'30.0'24.0'20.0'24.0'20.0'24.0'30.0'235.0'30.0'229.0'EX. 24.0'DRIVE4.0'EX. 25' UTRWD
EASEMENT
24.0'PROP. LANDSCAPING. REF.
ZONING EXHIBIT G FOR DETAILS
EX. 25' UTRWD
EASEMENT
PERIMETER FRONTAGE
LANDSCAPING WITH BERMING
30.0'
30.0'
20.0'
19.0'24.0'EX. 8' SW
EX. 4' TALL
WROUGHT
IRON FENCE
EX. 3' TALL
WIRE FENCE
10'X20' W.E.
10'X10'
W.E.
5 X 7.5'
W.E.10'X10'
W.E.10'X10' W.E.
10'X10'
W.E.
10'X10' W.E.
10'X10' W.E.35.3'59.3'139.3'136.5'345.1
'
65.8'126.5'340.3'50.2'4
4
.
6
'11.4'52.0'30.0'
LS
LS
LS
LS
LS
LOADING DOCK
BUILDING AREA:
161,060 SQ. FT
LOT AREA:
20.76 AC.
(904,389 S.F.)FH
LS
LS
BOLLARDS (TYP.)
WHEEL STOPS
GAS
METER
PROP. STRIPING
GREASE
INTERCEPTOR
GREASE
INTERCEPTOR
SAND
SEPARATOR
TRANSFORMER
FH
FH
FH
FH
FH
FH
FH
EX. CI
EX.
FH
EX. FH
EX. FH
EX. FH EX. FH
EX. FH
EX. MH EX. MH
EX.
FH
EX.
FH
EX. MH
EX. MHEX.
MH
EX. MH
EX. MH
EX. CI
MH
MH
MH
MH
MH
FH
MH
MH
CI
CI
CI CI CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
CI
GI
GI
GI
GI
GI
JB
JB
JB
JB
WI
JB
WM
IM
EX.
MH
CI
GI
FDC
FFE 567.50
10' ELECTRIC
EASEMENT
10' ELECTRIC
EASEMENT
15' ELECTRIC
EASEMENT
20' D.E.
20' D.E.
20' D.E.
JB
10' ELECTRIC
EASEMENT
FH
WI120' ULTIMAT
E
R
.
O
.
W
.36.0'10.0'
325.7
'491.5'76.0'71.3'PROP. 8' MAX.
HT. MASONRY
SCREENING WALL
24.0'25' B.L.
50' B.L.
BFR
6' SWF.M. 1385(VARIABLE WIDTH R.O.W.)321.6
'101.0'36.0'
T
Y
P
.10.0'11.0'10.5'30.3'578' TO CROSS STREETEXISTING LOT 18 TREES TO
BE REMOVED, REF DETAILED
TREE SURVEY
R
=30'R=3 0 '
MH
R=3 0 'R=40'BFR
10.0'10'X10' W.E.10'X10' W.E.
10'X10' W.E.
10'X10' W.E.
FH108.4' STACKING321.5'
2
6
5
.
7
'
27
4
.
5
'
196.6'
FUTURE PARKING
AREA
10'X10'
W.E.
EMERGENCY
GENERATORS
FIRE
ROOM
REFERENCE TXDOT PLANS FOR
PROPOSED US380 DESIGN453'U.S. HIGHWAY 380
(VARIABLE WIDTH R.O.W.)427'MAGNOLI
A
BOULEVA
R
D
(VARIABL
E
W
I
D
T
H
R
.
O
.
W
.
)
KENT DRIVE
(50' R.O.W.)
CRE
S
T
W
O
O
D
D
R
I
V
E
(50'
R
.
O
.
W
.
)
REFERENCE TXDOT PLANS FOR
PROPOSED FM1385 DESIGN
15' S.S
EASEMENT
P.O.B.
TRACT 2
PROP. SIGNALIZED
INTERSECTION
13.7'BFR
6' SWEMPLOYEE PARKINGSAVANNAH PROPERTIES PH. 3
CAB. V PG. 381
P.R.D.C.T.
CALLED 10.43 ACRES
STATE OF TEXAS
VOL. 316, PG. 408
D.R.D.C.T.
CALLED 0.312 ACRE
STATE OF TEXAS
INST. NO. 2019-49981
INST. NO. 2019-36844
O.R.D.C.T.
CALLED 5,470 SQ. FT.
STATE OF TEXAS
VOL. 4297, PG. 1865
D.R.D.C.T.
R.O.W. DEDICATION
CAB. V, PG. 378
P.R.D.C.T.
R.O.W. DEDICATION
DOC. NO. 2020-55
P.R.D.C.T.
R.O.W. DEDICATION
CAB. V, PG. 378
P.R.D.C.T.
GLENBROOKE
ESTATES PHASE 1
CAB. X, PG. 717
P.R.D.C.T.
LOT 30X
LOT 3, BLOCK A
LOT 4, BLOCK A
LOT 5, BLOCK A
LOT 6, BLOCK A
LOT 7, BLOCK A LOT 8, BLOCK A LOT 9, BLOCK A
LOT 17, BLOCK A
LOT 16, BLOCK A
LOT 15, BLOCK A
SSSS HOLDING, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
SSSS HOLDING, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
SSSS HOLDING,LLC.
INST.NO. 2021-235468
O.R.D.C.T.
SSSS HOLDING, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.WESTSIDEPROSPER, LLC.INST.NO.2021-235468O.R.D.C.T.REMAINDER OFLOT 14,BLOCK AREMAINDER OFLOT 14,BLOCK APROP. 10'
TRAIL
10' GAS
EASEMENT
23.5'20.0'W33' LANDSCAPE
EASEMENT
25' LANDSCAPE &
ACCESS EASEMENT
25' LANDSCAPE &
ACCESS EASEMENT
S81°17'55"
E
234.29'
S72°45'24"E
68.05'
N17°14'36"E
409.66'
S72°
4
4
'
4
0
"
E
711.5
0
'S17°14'36"W793.89'S0°55'40"W
156.85'
N89°04'20"W 717.79'
N0°55'40"E
166.14'
N89°04'20"W 224.66'
N5°28'07"E
72.52'
∆=3°15'00"
R=5669.58'
L=321.60'
CB=N7°05'37"E
C=321.55'
N8°43'07"E
220.34'
PROP. RIGHT TURN LANE
100.2'94.1'80.0' EX. ROW
PROP. LEFT TURN LANE
CONSTRUCT MEDIAN
CONSTRUCT MEDIAN
EXTEND EX.
MEDIAN 15'
67.0'36.0'
PROP.
CROSSWALK
SEWER SERVICE
TO LOT 4
SEWER SERVICE
TO LOT 3
SEWER SERVICE
TO LOT 6SEWER SERVICE
TO LOT 5
SEWER SERVICE
TO LOT 7
SEWER SERVICE
TO LOT 15
SEWER SERVICE
TO LOT 8
PROP. MEDIAN
IMPROVEMENTS
PROP. MEDIAN
IMPROVEMENTS
1018.1'75.0'41.1'10' GAS
EASEMENT
15' W.E.
33' LANDSCAPE
EASEMENT
10' W.E.
JBWWW
10' W.E.
FH
FH
FH
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK 5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK 5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
5' LANDSCAPE
SETBACK
0
GRAPHIC SCALE IN FEET
10050100 200
SITE LOCATION MAP
(NOT TO SCALE)
SITE
UNIVERSITY DR
(US HWY 380)
UNIVERSITY DR
(US HWY 380)
DOE
C
R
E
E
K
R
D
FM 423GEE RDFISHTRAP RD
FM 1385FM 1385ROCKHILL PKWY
MAGNOLIA
BLVD
LITTLE
RANCH RDNAVO RDFISHTRAP RD
PRELIMINARY SITE PLAN
TOWN OF PROSPER CASE NO. DEVAPP-23-0031
WESTSIDE
LOT 1, BLOCK A, 20.762 ACRES
IN THE B. HODGES SURVEY, ABSTRACT NO. 593 &
IN THE J. GONZALEZ SURVEY, ABSTRACT NO. 477 &
IN THE J. HAYNES SURVEY, ABSTRACT NO. 573
TOWN OF PROSPER, DENTON COUNTY, TEXAS
MAY 2023
ENGINEER / SURVEYOR
KIMLEY-HORN AND ASSOCIATES, INC.
13455 NOEL ROAD
TWO GALLERIA OFFICE TOWER, SUITE 700
DALLAS, TEXAS 75240
TELEPHONE: (972) 770-1300
TBPE NO. F-928
CONTACT: JUDD MULLINIX, P.E.
OWNER / DEVELOPER
COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WA 98027
TELEPHONE: (425) 313-6280
FAX: (425) 313-8105
ARCHITECT
MG2 CORPORATION
1101 2ND AVE., #100
SEATTLE, WA 98101
TELEPHONE: (206) 962-6630
CONTACT: RISA YUKI
LEGEND
PROPERTY LINE
SETBACK LINE
PROPOSED EASEMENT
EXISTING EASEMENT
PROPOSED FIRE LANE
EXISTING OVERHEAD POWER LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM LINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT (FH)
PROPOSED FIRE DEPARTMENT
CONNECTION (FDC)
BARRIER FREE RAMP (BFR)
FIRELANE, ACCESS, DRAINAGE, AND
UTILITY EASEMENT
NUMBER OF PARKING SPACES PER ROW
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
PROP. LANDSCAPE AREA
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
10
OHE
W
SS
W
SS
TOWN OF PROSPER SITE PLAN NOTES
ANY REVISION TO THIS PLAN WILL REQUIRE TOWN APPROVAL AND WILL REQUIRE REVISIONS TO ANY CORRESPONDING PLANS
TO AVOID CONFLICTS BETWEEN PLANS.
1.DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED PER THE ZONING ORDINANCE.
2.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED PER THE ZONING ORDINANCE.
3.OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING
ORDINANCE AND SUBDIVISION ORDINANCE.
4.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5.ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE.
6.BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION
MEASURES
MAY BE APPROVED BY THE FIRE DEPARTMENT.
7.OCCUPANT NOTIFICATION PER THIS SECTION AND 907.5 SHALL BE REQUIRED FOR ALL NEW CONSTRUCTION, OR EXISTING
CONSTRUCTION COMPLYING WITH THE INTERNATIONAL BUILDING CODE, FOR RENOVATIONS TO EXISTING BUILDINGS,
TENANT SPACES, CHANGES IN OCCUPANCY, REPLACEMENT, OR MODIFICATION OF THE EXISTING FIRE ALARM SYSTEM, OR
AS REQUIRED BY THE FIRE CODE OFFICIAL, FOR ALL BUILDINGS OR SPACES PROVIDED WITH AN APPROVED AUTOMATIC
SPRINKLER SYSTEM.
8.FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT.
9.TWO POINTS OF ACCESS SHALL BE ALWAYS MAINTAINED FOR THE PROPERTY.
10.SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
11.FIRE LANES SHALL BE PROVIDED WITHIN 150 FEET OF ALL EXTERIOR WALLS OF ANY BUILDING FOR HOSE LAY
REQUIREMENTS AMENDMENT 503.1.1
12.THE FIRE LANE SHALL BE A MINIMUM OF 24 FEET WIDE. AMENDMENT 503.2.1
13.BUILDINGS MORE THAN 30 FEET IN HEIGHT ARE REQUIRED TO HAVE A MINIMUM OF A 26-FOOT-WIDE FIRE LANE IN THE
IMMEDIATE VICINITY FOR FIREFIGHTING OPERATIONS OF THE BUILDING. ONE OF THE 26-FOOT-WIDE FIRE LANES SHALL BE
LOCATED A MINIMUM OF 15 FEET FROM THE BUILDING AND NO MORE THAN 30 FEET. APPENDIX D105
14.THE INSIDE TURNING RADIUS OF THE 24-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4
15.THE INSIDE TURNING RADIUS OF THE 26-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4
16.DEAD-END FIRE LANES ARE ONLY PERMITTED WITH APPROVED HAMMERHEADS.
17.FIRE HYDRANTS SHALL BE PROVIDED AT THE ENTRANCES AND INTERSECTIONS. LANDSCAPE AROUND THE FIRE HYDRANT
SHALL BE NO HIGHER THAN 12 INCHES AT THE MATURE HEIGHT. AMENDMENT 507.5.1
18.AS PROPERTIES DEVELOP, FIRE HYDRANTS SHALL BE LOCATED AT ALL INTERSECTING STREETS AND THE MAXIMUM
SPACING SHALL BE EVERY 300 FEET (300') FOR ALL DEVELOPMENTS, AND FACILITIES OTHER THAN R3. R-3 DEVELOPMENTS
SHALL BE EVERY 500 FEET (500'). DISTANCES BETWEEN HYDRANTS SHALL BE MEASURED ALONG THE ROUTE THAT FIRE
HOSE IS LAID BY A FIRE APPARATUS FROM HYDRANT–TO-HYDRANT, NOT AS THE "CROW FLIES." AMENDMENT 507.5.1
19.FIRE DEPARTMENT CONNECTION (FDC) FOR THE FIRE SPRINKLER SYSTEM SHALL BE LOCATED WITHIN 50 FEET OF A FIRE
HYDRANT AND 50 FEET OF A FIRE LANE. 5” STORZ, 30-DEGREE DOWNWARD TURN WITH LOCKING CAP. AMENDMENT 507.5.1
20.FIRE HYDRANTS SHALL BE LOCATED 2 FOOT (2') TO 6 FOOT (6') BACK FROM THE CURB OR FIRE LANE AND SHALL NOT BE
LOCATED IN THE BULB OF A CUL-DE-SAC. AMENDMENT 507.5.1
21.THERE SHALL BE A MINIMUM OF TWO (2) FIRE HYDRANTS SERVING EACH PROPERTY WITHIN THE PRESCRIBED DISTANCES
LISTED ABOVE. A MINIMUM OF ONE FIRE HYDRANT SHALL BE LOCATED ON EACH LOT. AMENDMENT 507.5.1
22.A MINIMUM 10-FOOT UNOBSTRUCTED WIDTH SHALL BE PROVIDED AROUND A BUILDING FOR ADEQUATE FIRE DEPARTMENT
ACCESS. A CONTINUOUS ROW OF PARKING AND LANDSCAPING SHALL BE CONSIDERED A BARRIER. AMENDMENT 503.1.1
23.THE MAXIMUM DEAD-END CUL-DE-SAC LENGTH SHALL NOT EXCEED SIX HUNDRED FEET (600') AS MEASURED FROM THE
CENTERLINE OF THE INTERSECTION STREET TO THE CENTER POINT OF THE RADIUS. AMENDMENT 503.1.5
24.ONE-AND TWO-FAMILY DWELLINGS AUTOMATIC FIRE SYSTEMS. AUTOMATIC FIRE PROTECTION SYSTEMS PER NFPA 13D OR
NFPA 13R SHALL BE PROVIDED IN ALL ONE-AND TWO-FAMILY DWELLINGS WITH A CONDITIONED FLOOR AREA OF 5,500
SQUARE FEET (511 M2) OR GREATER, DWELLINGS THREE (3) STORIES OR GREATER, OR DWELLINGS WITH ROOF HEIGHTS
EXCEEDING THIRTY-FIVE FEET (35') FROM GRADE. IRC-2015 AMENDMENT R313.2
25.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT
(ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE.
26.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
27.ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL.
28.ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE
APPROVED FAÇADE PLAN.
29.SIDEWALKS OF NOT LESS THAN SIX (6) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5) FEET IN
WIDTH ALONG RESIDENTIAL STREETS AND BARRIER-FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER
TOWN STANDARDS.
30.APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING
SERVICES DEPARTMENT.
31.SITE PLAN APPROVAL IS REQUIRED BEFORE THE GRADING RELEASE.
32.ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND.
33.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW PER THE ZONING ORDINANCE.
34.ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF EASEMENT.
35.IMPACT FEES WILL BE ASSESSED PER 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 IN
ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS.
36.THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR EIGHTEEN (18) MONTHS FROM THE DATE OF APPROVAL BY THE
PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED
THE APPROVAL OF ENGINEERING PLANS AND BUILDING PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE
NOT APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE PLAN FOR THE PROPERTY, IS NULL
AND VOID.
37.THE TOWN CURRENTLY CONTRACTS WITH CWD FOR WASTE DISPOSAL SERVICES. THEY MAY BE CONTACTED AT
972-392-9300.
38.NO 100-YR FLOODPLAIN EXISTS ON THIS SITE
FL
FLF.A.D.U.E.
Page 111
Item 12.
Prosper
Independent
School
Districtrevisionno.dateby
date
scale
vert
horiz
tnp project
sheet
HUC22396Town of Prosper, Texas
Prosper Independent School District
New High School
APR 2023
teague nall and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
TBPELS: ENGR F-230; SURV 10011600, 10011601, 10194381
GBPE: PEF007431; TBAE: BR 2673 tnp Project HUC22396PROSPER, TXNEW HIGH SCHOOL No. 41"=150'
N/A 01
PRELIMINARY OVERALL SITE PLAN
LEGEND
SITE PLAN NOTES
FEMA NOTE
DATE PREPARED: APRIL 2023
DEVAPP-23-0023
PRELIMINARY SITE PLAN
FOR PROSPER HIGH SCHOOL No. 4
ADDITION
BLOCK A, LOT 1, & 2
BLOCK B, LOT 1
TOWN OF PROSPER, DENTON
COUNTY, TEXAS
Page 112
Item 12.
Prosper
Independent
School
Districtrevisionno.dateby
date
scale
vert
horiz
tnp project
sheet
HUC22396Town of Prosper, Texas
Prosper Independent School District
New High School
APR 2023
teague nall and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
TBPELS: ENGR F-230; SURV 10011600, 10011601, 10194381
GBPE: PEF007431; TBAE: BR 2673 tnp Project HUC22396PROSPER, TXNEW HIGH SCHOOL No. 41"=120'
N/A 02
PRELIMINARY SITE PLAN
LEGEND
DATE PREPARED: MARCH 2023
FEMA NOTE
WATER METER TABLE - LOT 1
SITE PLAN NOTES
DEVAPP-23-0023
PRELIMINARY SITE PLAN
FOR PROSPER HIGH SCHOOL No. 4
ADDITION
BLOCK A, LOT 1, & 2, BLOCK B, LOT 1
TOWN OF PROSPER, DENTON
COUNTY, TEXAS
SITE DATA SUMMARY - LOT 1
BUILDING AREA SUMMARY - LOT 1
GREENHOUSE INSET
Page 113
Item 12.
S
S S
S
S
S
S
S
S
G
T
U
T
U
TTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE3' X 5
' AT&TVAULT3' X 5
' ZAYOVAULT20' SOUTHWESTERN BELL ESMTVOL. 607, PG. 180D.R.D.C.T.S
S
S
S
S
S
S
S
D
D
D
D
D
D
D
D
D
D
W
W
W
WW
WW
W
W
W
W
W W S81°17'55"E234.29'S72°45'24"E68.05'N17°14'36"E 409.66'S72°44'40"E711.50'S17°14'36"W 793.89'
S0°55'4
0
"
W
156.85'N89°04'20"W717.79'
N0°55'4
0
"
E
166.14'N89°04'20"W224.66'
N5°28'07"E
72.52'
R =5 6 6 9 .5 8 '∆=3 °1 5 '0 0 "
L =3 2 1.6 0 '
C B =N 7 °0 5 '3 7 "E
C =3 2 1.5 5 '
N8°43'07"E 220.34'
FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLvvCAUTIONCAUTIONCAUTIONCAUTIONFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF
L
FL FL FL FL FL FL FL FL
FL
FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLvvvvFL FL FL FL FL FL FL FL FL FL FL FL
FLFLFL FL FLROLL-TOP DRUM SPILLCONTAINMENT CABINET SP_FF_ADDITIVE TANK_US_1011SP_FF_TANK_ 40K_US_0317 SP_FF_TANK_ 40K_US_0317 SP_FF_TANK_ 40K_US_0317
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55 OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
10'x10' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
15' WATER ESMT.
DOC. NO. 2020-55
OPRDCT
15' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
15' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
15' WATER ESMT.
NO. 2020-55
15' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
30' FIRELANE, ACCESS, DRAINAGE,
& UTILITY ESMT. DOC. NO. 2020-55
OPRDCT
15' DRAINAGE ESMT.
DOC.NO. 2020-55
OPRDCT
15' DRAINAGE ESMT.
DOC.NO. 2020-55
OPRDCT
15' WATER ESMT.
DOC.NO. 2020-55
OPRDCT
30' FIRELANE, ACCESS, DRAINAGE,
& UTILITY ESMT. DOC. NO. 2020-55
OPRDCT
24' FIRELANE, ACCESS, DRAINAGE,
& UTILITY ESMT. DOC. NO. 2020-55
OPRDCT
30' FIRELANE, ACCESS, DRAINAGE,
& UTILITY ESMT. DOC. NO. 2020-55
OPRDCT
LANDSCAPE EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
LANDSCAPE EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
SIGN EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
STREET EASEMENT
DOC. NO. 2020-55
P.R.D.C.T.
3' SANITARY SEWER
EASEMENT
DOC.NO. 2020-55
P.R.D.C.T.
SIGN EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
LANDSCAPE EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
LOT 7, BLOCK A
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
LOT 6, BLOCK A
LOT 5, BLOCK A
SSSS HOLDING, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
LOT 4, BLOCK A
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
LOT 3, BLOCK A
SSSS HOLDING, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
REMAINDER OF
LOT 14,
BLOCK A
WESTSIDE PROSPER, LLC.
INST.NO. 2021-235468
O.R.D.C.T.
LOT 15, BLOCK A
REMAINDER OF
LOT 14,
BLOCK A
LANDSCAPE EASEMENT
DOC. NO. 2021-235470
O.P.R.D.C.T.
R.O.W. DEDICATION
DOC. NO. 2020-55
P.R.D.C.T.
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Lot 4, Block A
SAVANNAH TOWN
CENTER ADDITION
Doc. No. 2018-482 PRDCT
Tract 2A
SAVANNAH PHASE 3
Cab. Y, Pg. 336 PRDCT
LOT 30X
GLENBROOKE
ESTATES PHASE 1
CAB. X, PG. 717
P.R.D.C.T.
1111
9
5 599
12 12
11
9
6 6
7 7
10 10
7 7
9 9
10 10
910
7 766
5 5
12 12
9
6 6
5 5
7 7
8 8
7
15
7
7
14
14
7
7
7
5
5
15
7
7
14
13
7
8
7
4
74
10
10
4
4
3
3
10
5
55
5
10
4
4
11
11
11
9
3
5
12
6
6
7
6
6
5
10
4
5
10
5
4
13
12
5
4
20
11
9 9
7 7
9
12
10.0'
TYP.20.0'TYP.PROP. COMPACTORS
10.0'
TYP.
10.0'
TYP.20.0'TYP.18.0'24.0'40.0'40.0'24.0'18.0'10.0'
TYP.20.0'TYP.5.0'
MIN. 10'x20' ADA PARKING SPACES WITH MIN. 5'
LOADING AREA (VAN STALLS W/ 8' LOADING AREA)20.0'TYP.10.0'
TYP.
CART
CORRAL
(TYP.)
CART
CORRAL
(TYP.)
PROP.
STRIPING
30.0'230.3'289.1'30.0'30.0'
24.0'
20.0'20.0'24.0'20.0'20.0'
24.0'30.0'235.0'30.0'229.0'
PROPOSED
SIGNALIZED
INTERSECT
I
O
N
EX. 24.0'
DRIVE
4.0'
MEDIAN
4.0'
25' UTRWD
EASEMENT
DOC. NO.
2005-151100
OPRDCT
24.0'
16.0'
12.0'
PROPOSED
LANDSCAPING.
REF. ZONING
EXHIBIT G FOR
DETAILS
25' UTRWD
EASEMENT
DOC. NO.
2004-151100
OPRDCT
PERIMETER FRONTAGE
LANDSCAPING WITH BERMING
30.0'30.0'20.0'19.0'24.0'
456.3' TO
H
W
Y
.
3
8
0
EX. WIRE FENCE
6.4' SOUTHWEST
OF P.L.
EX.
SIDEWALK
0.7' SOUTH
OF P.L.
EX. 3' TALL
WIRE FENCE
9.3' SOUTH
OF P.L.
EX. 4' TALL
WROUGHT
IRON FENCE
EX. 4' TALL
WROUGHT
IRON FENCE
EX. 3' TALL
WIRE FENCE
EX. 3' TALL
WIRE FENCE
EX. 3' TALL
WIRE FENCE
10'X10' W.E.
10'X10' W.E.
5 X 7.5'
W.E.
10'X10'
W.E.
10'X10' W.E.
10'X10'
W.E.
10'X10' W.E.
30' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
30' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
30' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
26' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
30' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
10' W.E.
24' FIRELANE, ACCESS,
DRAINAGE AND UTILITY
EASEMENT
ELECTRIC LINE EASEMENT
DOC.NO. 2021-113720
DOC. NO. 2021-114513
O.P.R.D.C.T.
35.3'
23.5'
59.3'
140.7'
163.5'356.6'57.0
'
126.
5'
340.3'
50.2'
52.0'30.0'LS
LS
LS
LS
LS
LOADING DOCK
CART
CORRAL
BUILDING AREA:
161,060 SQ. FT
LOT AREA:
20.76 AC.
(904,389 S.F.)
FH
LS
PROP. BOLLARDS (TYP.)PROP. WHEEL STOPS PROP. GAS METER
PROP. STRIPING
PROP. GREASE
INTERCEPTOR
PROP. GREASE INTERCEPTOR REF.
MEP PLANS FOR CONTINUATION
PROP. SAND
SEPARATOR
PROP. TRANSFORMER
CONNECT TO EX.
PAVEMENT
CONNECT TO EX.
PAVEMENT
CONNECT TO EX.
PAVEMENT
CONNECT TO EX.
PAVEMENT
PROP.
STRIPING
CONNECT TO EX.
PAVEMENT
FH
FH
FH
FH
FHFH
FH
EX. WI
EX. CI
EX. FH
EX. FH
EX. FH
EX. FH
EX. FH
EX. FH
EX.
SSMH
EX.
SSMH
EX.
FH
EX. FH
EX.
SSMH
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. PP
EX. ASP
H
A
L
T
PAVEM
E
N
T
EX. ASP
H
A
L
T
PAVEME
N
T
EX.
SSMH
EX.
SSMH
EX.
SSMH
EX.
SSMH
EX. CI
EX. 48" WATEREX. PP
SSMH SSMH
SSMH
SSMH
SSMH
FH
SSMH
SSMH
CI
EX. FH
CI
CI
CI
CI
CI CI
CI CI CI CI
CI
CI
CI
CI
CI
GI
GI
GI
GI GI
JB
JB
JB
JB
WI
JB
WM
IM
CART
CORRAL
(TYP.)
EX.
SSMH
CI
GI
FDC
REFERENC
E
T
X
D
O
T
P
L
A
N
S
F
O
R
PROPOSED
F
M
1
3
8
5
D
E
S
I
G
N
FFE 567.50
REFERENCE TXDOT PLANS FORPROPOSED US380 DESIGN10' ELECTRIC
EASEMENT
10' ELECTRIC EASEMENT
15' ELECTRIC
EASEMENT
15' ELECTRIC EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE EASEMENT
20' DRAINAGE
EASEMENT
52' FIRELANE, ACCESS,
DRAINAGE AND
UTILITY EASEMENT
JB
10' ELECTRIC EASEMENT
FH
WI
6' SIDEWALK6' SIDEWALK
BFR BFR
BFR
BFR 11'12'11'11'3'3'100' TAPER
150' STORAG
E
120' ULTIMATE R.O.W.80' EX. R.O.W.21'20'250' TOTAL L
E
N
G
T
H
O
F
T
U
R
N
L
A
N
E
86' TAPER
436' STORA
G
E
10.0'
TYP.36.0' TYP.36.0' TYP.10.0' TYP.327.5'495.0'76.0'73.4'
PROP. 8' MAX.
HT. MASONRY
SCREENING WALL
24.0'
25' B.L.
PER PD-94
50' B.L.
PER
PD-94
BFR
BFR
PROP. 10' TR
A
I
L
BFR
6' SIDEWALK6' SIDEWALK
F.M. 1385
(VARIABL
E
W
I
D
T
H
R
.
O
.
W
.
)
PROP. 8' MAX.
HT. MASONRY
SCREENING
WALL321.6'101.0'11.8'36.0' TYP.10.0' TYP.11.0' TYP.
10.5'
570
568568
568568
568
568
564
566
56
0
558 56256456630.3'
578' TO CRO
S
S
S
T
R
E
E
T
1,140' TO
GLENBROOK
D
R
.
END
PAVEMENT
CONNECT TO EX.
PAVEMENT
EXISTING LOT 18 TREES TO
BE REMOVED, REF DETAILED
TREE SURVEY
LOT 18, BLOCK A
R =30'R
=
3
0'
SSMH
PROP. 10' TR
A
I
L
R
=
3
0
'
R =4 0 'BFR
THROUGH LANE
THROUGH LANE
THROUGH LANE
THROUGH LANE
FUEL LANE
FUEL LANE
FUEL LANE
FUEL LANE
FUEL LANE
FUEL LANE
FUEL LANE
FUEL LANE
8.0'
10.0'8.0'31.7'10'X10' W.E.
10'X10' W.E.
10'X10' W.E.
10'X10' W.E.
FH
108.4' STACKING
321.6'265.7'286.6'196.6
'
FUTURE PARKING
AREA
10'X10' W.E.
PROP. EMERGENCY
GENERATORS
FIRE ROOM
15' WATER EASEMENT
MIN. 10'x20' ADA PARKING SPACES WITH MIN. 5'
LOADING AREA (VAN STALLS W/ 8' LOADING AREA)
PROP. BOLLARD
PROTECTION
FOR FDC
R=3 0 'R=30'R =45'R=50 'R =5 0'R=2 0 'R=60'R=30'R =7 0 '
R =10 0 '
R =30'R =2 0'R =2 0 0 '42.3'10.0'TYP.NO CURB
NO CURB
NO CURB DETAIL
1
19.0'
SSMH
25' LANDSCAPE &
ACCESS EASEMENT
25' LANDSCAPE &
ACCESS EASEMENT
33' LANDSCAPE
EASEMENT
10'X10' W.E.
10' GAS
EASEMENT
10' GAS
EASEMENT
JB
BFR BFR
15' SANITARY SEWER
EASEMENT
R=
30'R=30 'R =5 4 'R =5 0'R =30'R=2 0 'R =20'R=5 0 '
R=
3
0'R=40'R=30'R=
3
0
'
R =30'30.0'EX. DRIVE3.0'WIDENINGEACH WAY3.0'36.0'PROP. DRIVE10' W.E.44.6'10'X10'
W.E.158.4'51.0
'
FH
BERM
BERM
5' LS SETBACK 5' LS SETBACK
5' LS SE
T
B
A
C
K5' LS SETBACK5' LS SETBACK5' LS SETBACK
5' LS SE
T
B
A
C
K5' LS SETBACK5' LS SETBACK5' LS SETBACK5' LS SETBACK
5' LS SETBACK
5' LS SETBACK
FLFLFLFLFLFLFLFLFLFLFLFLFL24.0'
50.0'
32.7'8.0'17.4'U.S. HIGHWAY 380(VARIABLE WIDTH R.O.W.)0
GRAPHIC SCALE IN FEET
502550 100
SITE LOCATION MAP
(NOT TO SCALE)
SITE
UNIVERSITY DR
(US HWY 380)
UNIVERSITY DR
(US HWY 380)
DOE
C
R
E
E
K
R
D
FM 423GEE RDFISHTRAP RD
FM 1385FM 1385ROCKHILL PKWY
MAGNOLIA
BLVD
LITTLE
RANCH RDNAVO RDFISHTRAP RD
SITE PLAN
TOWN OF PROSPER CASE NO. DEVAPP-23-0032
WESTSIDE
LOT 1, BLOCK A, 20.762 ACRES
IN THE B. HODGES SURVEY, ABSTRACT NO. 593 &
IN THE J. GONZALEZ SURVEY, ABSTRACT NO. 477 &
IN THE J. HAYNES SURVEY, ABSTRACT NO. 573
TOWN OF PROSPER, DENTON COUNTY, TEXAS
MAY 2023
ENGINEER / SURVEYOR
KIMLEY-HORN AND ASSOCIATES, INC.
13455 NOEL ROAD
TWO GALLERIA OFFICE TOWER, SUITE 700
DALLAS, TEXAS 75240
TELEPHONE: (972) 770-1300
TBPE NO. F-928
CONTACT: JUDD MULLINIX, P.E.
OWNER / DEVELOPER
COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WA 98027
TELEPHONE: (425) 313-6280
FAX: (425) 313-8105
ARCHITECT
MG2 CORPORATION
1101 2ND AVE., #100
SEATTLE, WA 98101
TELEPHONE: (206) 962-6630
CONTACT: RISA YUKI
LEGEND
PROPERTY LINE
SETBACK LINE
PROPOSED EASEMENT
EXISTING EASEMENT
PROPOSED FIRE LANE
EXISTING OVERHEAD POWER LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM LINE
PROPOSED FIRE HYDRANT (FH)
PROPOSED FIRE DEPARTMENT
CONNECTION (FDC)
BARRIER FREE RAMP (BFR)
PROPOSED TRANSFORMER LOCATION
NUMBER OF PARKING SPACES PER ROW
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
PROP. LANDSCAPE AREA
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
10
OHE
W
SS
T
TOWN OF PROSPER SITE PLAN NOTES
ANY REVISION TO THIS PLAN WILL REQUIRE TOWN APPROVAL AND WILL REQUIRE REVISIONS TO ANY CORRESPONDING PLANS
TO AVOID CONFLICTS BETWEEN PLANS.
1.DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED PER THE ZONING ORDINANCE.
2.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED PER THE ZONING ORDINANCE.
3.OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING
ORDINANCE AND SUBDIVISION ORDINANCE.
4.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN.
5.ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE.
6.BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION
MEASURES
MAY BE APPROVED BY THE FIRE DEPARTMENT.
7.OCCUPANT NOTIFICATION PER THIS SECTION AND 907.5 SHALL BE REQUIRED FOR ALL NEW CONSTRUCTION, OR EXISTING
CONSTRUCTION COMPLYING WITH THE INTERNATIONAL BUILDING CODE, FOR RENOVATIONS TO EXISTING BUILDINGS,
TENANT SPACES, CHANGES IN OCCUPANCY, REPLACEMENT, OR MODIFICATION OF THE EXISTING FIRE ALARM SYSTEM, OR
AS REQUIRED BY THE FIRE CODE OFFICIAL, FOR ALL BUILDINGS OR SPACES PROVIDED WITH AN APPROVED AUTOMATIC
SPRINKLER SYSTEM.
8.FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT.
9.TWO POINTS OF ACCESS SHALL BE ALWAYS MAINTAINED FOR THE PROPERTY.
10.SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE.
11.FIRE LANES SHALL BE PROVIDED WITHIN 150 FEET OF ALL EXTERIOR WALLS OF ANY BUILDING FOR HOSE LAY
REQUIREMENTS AMENDMENT 503.1.1
12.THE FIRE LANE SHALL BE A MINIMUM OF 24 FEET WIDE. AMENDMENT 503.2.1
13.BUILDINGS MORE THAN 30 FEET IN HEIGHT ARE REQUIRED TO HAVE A MINIMUM OF A 26-FOOT-WIDE FIRE LANE IN THE
IMMEDIATE VICINITY FOR FIREFIGHTING OPERATIONS OF THE BUILDING. ONE OF THE 26-FOOT-WIDE FIRE LANES SHALL BE
LOCATED A MINIMUM OF 15 FEET FROM THE BUILDING AND NO MORE THAN 30 FEET. APPENDIX D105
14.THE INSIDE TURNING RADIUS OF THE 24-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4
15.THE INSIDE TURNING RADIUS OF THE 26-FOOT FIRE LANE SHALL BE A MINIMUM OF 30 FEET. AMENDMENT 503.2.4
16.DEAD-END FIRE LANES ARE ONLY PERMITTED WITH APPROVED HAMMERHEADS.
17.FIRE HYDRANTS SHALL BE PROVIDED AT THE ENTRANCES AND INTERSECTIONS. LANDSCAPE AROUND THE FIRE HYDRANT
SHALL BE NO HIGHER THAN 12 INCHES AT THE MATURE HEIGHT. AMENDMENT 507.5.1
18.AS PROPERTIES DEVELOP, FIRE HYDRANTS SHALL BE LOCATED AT ALL INTERSECTING STREETS AND THE MAXIMUM
SPACING SHALL BE EVERY 300 FEET (300') FOR ALL DEVELOPMENTS, AND FACILITIES OTHER THAN R3. R-3 DEVELOPMENTS
SHALL BE EVERY 500 FEET (500'). DISTANCES BETWEEN HYDRANTS SHALL BE MEASURED ALONG THE ROUTE THAT FIRE
HOSE IS LAID BY A FIRE APPARATUS FROM HYDRANT–TO-HYDRANT, NOT AS THE "CROW FLIES." AMENDMENT 507.5.1
19.FIRE DEPARTMENT CONNECTION (FDC) FOR THE FIRE SPRINKLER SYSTEM SHALL BE LOCATED WITHIN 50 FEET OF A FIRE
HYDRANT AND 50 FEET OF A FIRE LANE. 5” STORZ, 30-DEGREE DOWNWARD TURN WITH LOCKING CAP. AMENDMENT 507.5.1
20.FIRE HYDRANTS SHALL BE LOCATED 2 FOOT (2') TO 6 FOOT (6') BACK FROM THE CURB OR FIRE LANE AND SHALL NOT BE
LOCATED IN THE BULB OF A CUL-DE-SAC. AMENDMENT 507.5.1
21.THERE SHALL BE A MINIMUM OF TWO (2) FIRE HYDRANTS SERVING EACH PROPERTY WITHIN THE PRESCRIBED DISTANCES
LISTED ABOVE. A MINIMUM OF ONE FIRE HYDRANT SHALL BE LOCATED ON EACH LOT. AMENDMENT 507.5.1
22.A MINIMUM 10-FOOT UNOBSTRUCTED WIDTH SHALL BE PROVIDED AROUND A BUILDING FOR ADEQUATE FIRE DEPARTMENT
ACCESS. A CONTINUOUS ROW OF PARKING AND LANDSCAPING SHALL BE CONSIDERED A BARRIER. AMENDMENT 503.1.1
23.THE MAXIMUM DEAD-END CUL-DE-SAC LENGTH SHALL NOT EXCEED SIX HUNDRED FEET (600') AS MEASURED FROM THE
CENTERLINE OF THE INTERSECTION STREET TO THE CENTER POINT OF THE RADIUS. AMENDMENT 503.1.5
24.ONE-AND TWO-FAMILY DWELLINGS AUTOMATIC FIRE SYSTEMS. AUTOMATIC FIRE PROTECTION SYSTEMS PER NFPA 13D OR
NFPA 13R SHALL BE PROVIDED IN ALL ONE-AND TWO-FAMILY DWELLINGS WITH A CONDITIONED FLOOR AREA OF 5,500
SQUARE FEET (511 M2) OR GREATER, DWELLINGS THREE (3) STORIES OR GREATER, OR DWELLINGS WITH ROOF HEIGHTS
EXCEEDING THIRTY-FIVE FEET (35') FROM GRADE. IRC-2015 AMENDMENT R313.2
25.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT
(ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE.
26.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL.
27.ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL
APPROVAL.
28.ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE
APPROVED FAÇADE PLAN.
29.SIDEWALKS OF NOT LESS THAN SIX (6) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5) FEET IN
WIDTH ALONG RESIDENTIAL STREETS AND BARRIER-FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER
TOWN STANDARDS.
30.APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING
SERVICES DEPARTMENT.
31.SITE PLAN APPROVAL IS REQUIRED BEFORE THE GRADING RELEASE.
32.ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND.
33.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW PER THE ZONING ORDINANCE.
34.ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF EASEMENT.
35.IMPACT FEES WILL BE ASSESSED PER 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 IN
ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS.
36.THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR EIGHTEEN (18) MONTHS FROM THE DATE OF APPROVAL BY THE
PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED
THE APPROVAL OF ENGINEERING PLANS AND BUILDING PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE
NOT APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE PLAN FOR THE PROPERTY, IS NULL
AND VOID.
37.THE TOWN CURRENTLY CONTRACTS WITH CWD FOR WASTE DISPOSAL SERVICES. THEY MAY BE CONTACTED AT
972-392-9300.
38.NO 100-YR FLOODPLAIN EXISTS ON THIS SITE
DETAIL 1
0
GRAPHIC SCALE IN FEET
301530 60
FL
FLPROPOSED BERM
Page 114
Item 12.
Page 1 of 2
To: Mayor and Town Council
From: Dan Baker, Parks and Recreation Director
Through: Mario Canizares, Town Manager
Robyn Battle, Executive Director
Re: Freedom Fest Update & Discussion
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon a Booking Agreement between the Town of Prosper and Coffey Global for
event and entertainment services related to Freedom Fest 2023.
Description of Agenda Item:
Town staff was approached earlier this year with a proposal for Freedom Fest 2023, a live concert
to be held on the Town Hall grounds on Labor Day Weekend of 2023. Coffee Anderson and his
team met with Town staff several times over the past few months to discuss and coordinate the
logistics of the event. The attached Booking Agreement outlines the terms that have been agreed
upon by both parties related to venue coordination, marketing and promotion, event operations
and logistics.
Upon approval of the Booking Agreement, Coffey Global’s representatives will coordinate
promotion of the event and the Town will promote the event through our normal communication
channels. VIP tickets will be available for sale first, followed by free General Admission tickets
soon thereafter.
Budget Impact:
The total cost for services included in the Booking Agreement is $65,000. The Town is also
responsible for providing portable restroom facilities ($2,000), fencing per TABC requirements
($8,000) and custodial services ($1,500). Personnel costs and in-kind support from Police, Fire,
Public Works, Parks & Recreation, Building Inspections and Communications is valued at $13,500
for a total event cost of $90,000. This event is not budgeted in the current fiscal year. Funding is
available through current fiscal year salary savings.
Legal Obligations and Review:
Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached document as to form
and legality.
Attached Documents:
1. Booking Agreement
PARKS AND RECREATION
Page 115
Item 13.
Page 2 of 2
Town Staff Recommendation:
Town staff recommends approval of the Booking Agreement between the Town of Prosper and
Coffey Global for event and entertainment services related to Freedom Fest 2023.
Proposed Motion:
Town staff recommends approval of the Booking Agreement between the Town of Prosper and
Coffey Global for event and entertainment services related to Freedom Fest 2023.
Page 116
Item 13.
Page 117
Item 13.
Page 118
Item 13.
Page 119
Item 13.
Page 120
Item 13.
Page 1 of 2
To: Mayor and Town Council
From: Chuck Ewings, Assistant Town Manager
Through: Mario Canizares, Town Manager
Re: Town Hall Water Feature Renovation
Town Council Meeting – June 13, 2023
Agenda Item:
Consider and act upon the award of a contract to Weatherproofing Services for the renovation of
the Town Hall water feature and authorizing the Town Manager to execute documents for the
same.
Description of Agenda Item:
The water feature located on the north side of Prosper Town Hall has needed repairs over the last
two years. It has experienced leaks that have led to crumbling of the exterior finishes when water
freezes behind the material. Additionally, the stainless steel that is located at the spillways of the
feature has begun to rust and deteriorate.
This proposal is to replace the stainless steel with stone material, line the interior of the feature
with pool tile and seal accordingly, provide new lighting and replace the exterior finish and seal to
protect it from water penetration.
The Town is a member of The Interlocal Purchasing System (TIPS) cooperative purchasing
system, and this project has been competitively priced by TIPS.
During the Town Council meeting on May 23, 2023, staff was asked to seek estimates from pool
companies to validate the proposed costs presented. Multiple contractors were contacted, and
we did receive one estimate from the pool company that originally constructed the fountain in the
amount of $84,173.00.
Budget Impact:
This work was not budgeted due to the original estimates provided by staff. Cost estimates in the
past were up to $250,000 to reconstruct the entire water feature. The proposed repairs may cause
expenses to exceed the total facilities budget due to this proposed expense and other unplanned
security projects, such as securing the library doors. This may require a budget amendment in
the facilities management budget at the end of the year depending on final expenses. Savings in
other areas are expected to be adequate to cover these additional expenses.
The damage occurred after the expiration of the warranty period and the Town has made several
insurance claims that have been denied each time.
FACILITIES
Page 121
Item 14.
Page 2 of 2
Attached Documents:
1. Quote
Town Staff Recommendation:
Town Staff recommends awarding a contract to Weatherproofing Services for the
repair/renovation of the Town Hall water feature and authorizing the Town Manager to execute
documents for the same.
Proposed Motion:
I move to award a contract to Weatherproofing Services in the amount of $83,077.20 for the repair/
renovation of the Town Hall water feature and authorizing the Town Manager to execute
documents for the same.
Page 122
Item 14.
PROPOSAL NUMBER: 231505-104-01 DATE: 05/15/2023
We propose to furnish equipment, labor and materials to complete the following scope:
Scope of Work - North Fountain
•Install temporary fence around work area.
•Drain, prep & re-plaster fountains - 129' Quartzbrite Aruba Sky
•Remove and replace waterline tile - Glass Tile TBD 200'
•Demo limestone coping, haul off and Install Lueders limestone coping. 194sq ft
•Demo fountain veneer, haul off an install 4' rough back stone. 258sqft
•Core in (4) holes for new jandy nichless pool lights being install at fountains facing the parking lot.
•Remove and replace mastic. 129'
•At spill ways, matching limestone with coping, 4"-6" lips will be installed. (4)
•Apply stone sealer to rough back veneer. 258sqftg
•Note - Walkway has current hairline crack along west side running north and south. It is possible that the
sidewalk becomes damaged in the removal of the stone around the fountain. If the sidewalk breaks or
spalls additional charges will be applied to be repair with approved changed order.
•Working hours are from 8am-5pm - Monday-Friday
Price …………………………………..…………………….………. $83,077.20
TIPS Contract # 23010402
Texas HUB #: 1743139271500
WBENC #: 2005115574
_________________________ ___________ _________________________
Approved by: (Signature) Date Estimated By: Ricky Whitfield
_________________________
(Print Name) Terms of Payment: We will invoice 100% upon completion, due upon receipt.
Weatherproofing Services LLC will NOT be responsible for the possibility of nor the presence of mold and/or mildew resulting from water and/or other sources. This
includes any contamination prior to or after work was completed by Weatherproofing Services LLC. This exclusion also pertains to microorganisms, biological organisms
and/or organic contamination.
TO:
Town of Prosper
JOB SITE:
Town Hall
250 W First St.
Prosper, TX 75078
ATTENTION: Robert Cook RE: Fountain Restoration
Page ! of ! 1 3
! ! !
2336 Oak Grove Lane, Crossroads, Texas 76227 * 972-731-8222 * 972-731-8225 FAX
Website: www.WsTexas.com * Email: Service@WsTexas.com Page 123
Item 14.
Page ! of ! 2 3
! ! !
2336 Oak Grove Lane, Crossroads, Texas 76227 * 972-731-8222 * 972-731-8225 FAX
Website: www.WsTexas.com * Email: Service@WsTexas.com Page 124
Item 14.
Page ! of ! 3 3
! ! !
2336 Oak Grove Lane, Crossroads, Texas 76227 * 972-731-8222 * 972-731-8225 FAX
Website: www.WsTexas.com * Email: Service@WsTexas.com Page 125
Item 14.
05/13/2023
To Whom it May Concern:
RE: Independent Cost Estimate
Contractor Name: Weatherproofing Services
RCC Services Estimate Number: TX3500029
Project Name: TIPS #23010402 Town of
Prosper Town Hall Water Feature Renovation
RCC Services was retained by Weatherproofing Services to provide an independent
review of their proposal for the above referenced project for pricing validation purposes.
The attached Independent Cost Estimate (I.C.E.) was derived from the Material Takeoffs,
Scope of Work documents, Site Inspection Documentation, and project photos provided
by the contractor. The attached report will provide you with our findings.
The I.C.E. was created using RS Means on-line estimating software which utilizes the most
current version of RS Means Cost Data. The construction means and methods for this
I.C.E. were based upon our estimator’s professional experience in line item estimating and
construction standard practices.
The Cost data is based on a national average for line item pricing. The I.C.E. has been
adjusted utilizing the most current RS Means Data QTR 1, 2023 and was further adjusted by
the RS Means City Cost Index (CCI) for McKinney, Texas as well as the TIPS #23010402
Contract Co-Efficient.
As a result of our efforts we have determined that the proposal from Weatherproofing
Services is consistent within the industry standard of our I.C.E. If you have any questions
regarding the attached documents please feel free to contact us.
Sincerely,
Jeremy Rotondo
Jeremy Rotondo
Vice President
RCC Services, LLC
jeremy@rccservices.net
Page 126
Item 14.
Tips Compliance Estimate Town of Prosper Water Fountain Reno Weatherproofing Services
Division Totals
Division 01 - General Requirements 33,501.60$
Division 02 - Existing Conditions 1,060.00$
Division 03 - Concrete 221.40$
Division 04 - Masonry 34,402.61$
Division 05 - Metals 5,225.24$
Division 06 - Wood, Plastics, and Composites -$
Division 07 - Thermal and Moisture Protection 442.72$
Division 08 - Openings -$
Division 09 - Finishes 8,067.04$
Division 10 - Specialties -$
Division 11 - Equipment -$
Division 12 - Furnishings -$
Division 13 - Special Construction 12,196.96$
Division 14 - Conveying Equipment -$
Division 21 - Fire Suppression -$
Division 22 - Plumbing -$
Division 23 - Heating, Ventilating, and Air Conditioning (HVAC)-$
Division 26 - Electrical 466.01$
Division 27 - Communications -$
Division 28 - Electronic Safety and Security -$
Division 31 - Earthwork -$
Division 32 - Exterior Improvements -$
Division 33 - Utilities -$
Division 34 - Transportation -$
RS MEANS PRICING TOTAL (MODIFIED BY CITY COST INDEX)101,729.69$
TIPS CONTRACT COEFFICIENT (MEANS BASED PRICING ONLY)8,138.38$
SUBTOTAL 93,591.31$
NON PREPRICED LINE ITEM TOTAL -$
NON PRICED ITEM COEFFICIENT -$
NON PRICED ITEM TOTAL -$
SUBTOTAL -$
P&P BOND @ 1.2%-$
TOTAL PRICE 93,591.31$
PROPOSED PRICE 83,077.20$
DISCOUNT TO MEMBER 1.126558367
Page 127
Item 14.
205 West First Street
Prepared By:Jeremy Rotondo RCC Services, LLC.
Prosper, Texas, 75078
Town of Prosper Water Feature Renovation
Year 2023 Quarter 1
Unit Summary Report
Date: 05/13/2023
Cost Estimate Report
Division Description Total
General RequirementsDivision 01 $33,501.60
Existing ConditionsDivision 02 $1,060.00
ConcreteDivision 03 $221.40
MasonryDivision 04 $34,402.61
Thermal and Moisture ProtectionDivision 07 $442.72
FinishesDivision 09 $8,067.04
Special ConstructionDivision 13 $12,196.96
ElectricalDivision 26 $466.01
Subtotal
General Contractor's Markup on Subs
Grand Total
20.00%
Subtotal
General Conditions 0.00%
Subtotal
TIPS #200201 Contract Co-efficient 0.92
$90,358.34
$11,371.35
$101,729.69
$101,729.69
-$8,138.38
$0.00
$93,591.31
1
Page 128
Item 14.
205 West First Street
Jeremy Rotondo RCC Services, LLC.Prepared By:
Prosper, Texas, 75078
Town of Prosper Water Feature Renovation
Year 2023 Quarter 1
Unit Detail Report
Date: 05/13/2023
Cost Estimate Report
LineNumber Quantity Unit Description Total Incl. O&P Ext. Total Incl. O&P
General RequirementsDivision 01
2.00 Week $4,274.00 $8,548.00013113200220Field personnel, project manager, maximum
3.00 Week $4,225.00 $12,675.00013113200280Field personnel, superintendent, maximum
1.00 Day $86.47 $86.47015433101100Rent core drill, electric, 2.5 H.P. 1" to 8" bit diameter, Incl. Hourly
Oper. Cost.
3.00 Week $1,763.73 $5,291.19015433205450Rent truck flatbed 1axle 1-1/2 ton rating, Incl. Hourly Oper. Cost.
3.00 Week $80.65 $241.96015433406410Rent toilet portable chemical, Incl. Hourly Oper. Cost.
5.00 Week $934.07 $4,670.33015433407200Rent truck pickup 3/4 ton 4 wheel drive, Incl. Hourly Oper. Cost.
200.00 L.F.$8.28 $1,656.00015626500100Temporary fencing, chain link, 6' high, 11 ga
1.00 Costs $0.46 $92.20015626500100Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
1.00 M.S.F.$60.71 $60.71017413200052Cleaning up, cleanup of floor area, continuous, per day, during
construction
1.00 Costs $3.76 $3.76017413200052Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
2.00 M.S.F.$82.84 $165.68017413200100Cleaning up, cleanup of floor area, final by GC at end of job
1.00 Costs $5.16 $10.31017413200100Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 01 $33,501.60General Requirements Subtotal
Existing ConditionsDivision 02
2.00 Week $530.00 $1,060.00024119190700Selective demolition, rubbish handling, dumpster, 10 C.Y., 3 ton
capacity, weekly rental, includes one dump per week, cost to be added
to demolition cost
Division 02 $1,060.00Existing Conditions Subtotal
1Page 129
Item 14.
LineNumber Quantity Unit Description Total Incl. O&P Ext. Total Incl. O&P
ConcreteDivision 03
4.00 Ea.$52.19 $208.76038213100200Concrete core drilling, core, reinforced concrete slab, 2" diameter, up
to 6" thick slab, includes bit cost, layout and set up time
1.00 Costs $3.16 $12.64038213100200Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 03 $221.40Concrete Subtotal
MasonryDivision 04
140.00 L.F.$2.45 $343.00040505103040Selective demolition, masonry, copings, precast or masonry, hard
mortar, to 8" wide, remove
1.00 Costs $0.17 $24.01040505103040Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
258.00 S.F.$2.18 $562.44040505105140Selective demolition, masonry, veneers, stone, 4" thick
1.00 Costs $0.15 $39.37040505105140Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
258.00 S.F.$97.65 $25,193.70044310551200Limestone veneer facing panel, sugarcube finish, 4" thick, 5' x 11'
1.00 Costs $4.90 $1,264.12044310551200Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
146.00 L.F.$45.62 $6,660.52047210100300Limestone coping, stock units, 12" wall, 4" thick, includes mortar,
excludes scaffolding
1.00 Costs $2.16 $315.45047210100300Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 04 $34,402.61Masonry Subtotal
Thermal and Moisture ProtectionDivision 07
129.00 S.F.$3.24 $417.96071353102100Elastomeric sheet waterproofing, for application to horizontal surfaces,
fiberglass reinforced, 1/8" thick, fluid applied
1.00 Costs $0.19 $24.76071353102100Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 07 $442.72Thermal and Moisture Protection Subtotal
FinishesDivision 09
200.00 S.F.$0.98 $196.00090505202020Flooring demolition, tile, ceramic, mud set
1.00 Costs $0.07 $13.72090505202020Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
129.00 S.F.$1.06 $136.74090505208150Remove mastic only
258.00 S.F.$0.96 $247.68093013201200Ceramic tile, seal tile and grout with penetrating sealer
1.00 Costs $0.07 $17.34093013201200Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
2Page 130
Item 14.
LineNumber Quantity Unit Description Total Incl. O&P Ext. Total Incl. O&P
200.00 S.F.$35.34 $7,068.00093223101060Glass mosaics, blend, 2" tile on 12" sheet
1.00 Costs $1.94 $387.56093223101060Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 09 $8,067.04Finishes Subtotal
Special ConstructionDivision 13
500.00 SF Surf $15.06 $7,530.00131113504000Swimming pool, replaster, 2 coats portland cement, 1/2" thick
1.00 Costs $1.04 $518.20131113504000Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
4.00 Ea.$975.39 $3,901.56131146502100Swimming pool equipment, lights, underwater, with transformer, 12
volt, 300 watt
1.00 Costs $61.80 $247.20131146502100Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 13 $12,196.96Special Construction Subtotal
ElectricalDivision 26
4.00 Job $108.88 $435.52260519909000Wire, minimum labor/equipment charge
1.00 Costs $7.62 $30.49260519909000Cost adjustment factors, protection of existing work, add to
construction costs for particular job requirements, maximum
Division 26 $466.01Electrical Subtotal
20.00%$11,371.35
Subtotal
General Contractor's Markup on Subs
$90,358.34
$101,729.69Subtotal
General Conditions 0.00%$0.00
$101,729.69Subtotal
TIPS #200201 Contract Co-Efficient 0.92
$93,591.31Grand Total
-$8,138.38
3Page 131
Item 14.