HomeMy WebLinkAboutCity Packets - City Council - 12/16/2025 - RegularCITY OF THE COLONY
CITY COUNCIL AGENDA
TUESDAY, DECEMBER 16, 2025
6:30 PM
1.0 ROUTINE ANNOUNCEMENTS, RECOGNITIONS and PROCLAMATIONS
1.1 Call to Order
1.2 Invocation
1.3 Pledge of Allegiance to the United States Flag
1.4 Salute to the Texas Flag
1.5 Items of Community Interest
1.6 Receive presentation from the Library regarding upcoming events and activities. (Charters)
2.0 CITIZEN INPUT
3.0 WORK SESSION
3.1 Council to provide direction to staff regarding future agenda items. (Council)
4.0 CONSENT AGENDA
4.1 Consider approving City Council Regular Session meeting minutes from December 2, 2025.
(Stewart)
4.2 Consider approving a resolution approving a list of pre-qualified professional consulting service
providers for sixteen (16) service categories. (Hartline)
4.3 Consider approving an ordinance accepting a bid and authorizing the sale of certain parkland
generally located at 4529 and 4531 W. Lake Highlands Drive, The Colony, Denton County,
Texas, and related actions thereto. (Kopsa)
TO ALL INTERESTED PERSONS
Notice is hereby given of a REGULAR SESSION of the CITY COUNCIL of the City of The Colony,
Texas to be held at 6:30 PM on TUESDAY, DECEMBER 16, 2025 at CITY HALL AT 6053 MAIN
STREET, at which time the following items will be addressed:
This portion of the meeting is to allow up to five (5) minutes per speaker with a maximum of
thirty (30) minutes for items not posted on the current agenda. The council may not discuss these
items, but may respond with factual data or policy information, or place the item on a future
agenda. Those wishing to speak shall submit a Request Form to the City Secretary.
The Work Session is for the purpose of exchanging information regarding public business or
policy. No action is taken on Work Session items. Citizen input will not be heard during this
portion of the agenda.
The Consent Agenda contains items which are routine in nature and will be acted upon in one
motion. Items may be removed from this agenda for separate discussion by a Council member.
1
4.4 Consider approving a resolution authorizing the City Manager to execute an Engineering
Services Contract in the amount of $397,000.00 with Halff Associates, Inc. to prepare
construction plans and specifications for the Phase 16 Residential Street Reconstruction Project.
(Hartline)
4.5 Consider approving a resolution authorizing the City Manager to award a Sourcewell Contract
with Structured Construction, LLC for the purchase and install of a modular unit for the Public
Works Locker Rooms Project in the amount of $515,622.29. (Lehmann)
4.6 Consider approving a resolution authorizing the City Manager to execute the Fourth Addendum
to the Health Services Agreement with Marathon Health, LLC, for the purpose of extending The
Colony Wellness Center's operating hours and approving the associated fees. (Wallican)
4.7 Consider approving a resolution authorizing the City Manager to award a purchase to PVS
Technologies for the purchase of Ferric Chloride used for wastewater treatment in the amount of
$145,200.00. (Whitt)
4.8 Consider approving a resolution authorizing the City Manager to award a purchase to Holt CAT
for a Model 420 Backhoe Loader w/ Hammer in the amount of $166,780.00 utilizing Sourcewell
Contract #020223. (Whitt)
4.9 Consider approving a resolution authorizing the City Manager to award a purchase to Classic
Chevrolet for a Maintainer/Crane Truck in the amount of $213,289.23 utilizing the City of
Denton Contract #8455. (Whitt)
4.10 Consider approving a resolution authorizing the City Manager to award a purchase to Bruckner's
Truck & Equipment for two 26' MD6 Dump Trucks and one 26' MD7 Tractor in the amount of
$340,602.53, utilizing HGAC Contract #HT06-2026. (Whitt)
4.11 Consider approving a resolution amending resolution 2025-139 authorizing and approving
certain payments by The Colony Local Development Corporation, The Colony Economic
Development Corporation, and The Colony Community Development Corporation for costs
related to the construction of projects within Tax Increment Reinvestment Zone No. 1, City of
The Colony, Texas for Grandscape. (Miller)
5.0 REGULAR AGENDA ITEMS
5.1 Conduct a public hearing, discuss and consider ordinances approving amendments to Land Use
Assumptions, Capital Improvements Plan and Roadway and Drainage Impact Fees. (Hartline)
5.2 Discuss and consider approving the City Council meeting schedule for 2026. (Council)
5.3 Discuss and elect Mayor Pro Tem and Deputy Mayor Pro Tem according to the Code of
Ordinances, Chapter 2, Section 2-4 (b). (Council)
6.0 EXECUTIVE SESSION
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6.1 A. Council shall convene into a closed executive session pursuant to Sections 551.072 and
551.087 of the Texas Government Code to deliberate regarding purchase, exchange, lease or
value of real property and commercial or financial information the city has received from a
business prospect(s), and to deliberate the offer of a financial or other incentive to a business
prospect(s).
7.0 EXECUTIVE SESSION ACTION
7.1 A. Any action as a result of executive session regarding purchase, exchange, lease or value of
real property and commercial or financial information the city has received from a business
prospect(s), and the offer of a financial or other incentive to a business prospect(s).
_________________________________________
Tina Stewart, TRMC, CMC, City Secretary
EXECUTIVE SESSION NOTICE
Pursuant to the Texas Open Meeting Act, Government Code Chapter 551 one or more of the
above items may be considered in executive session closed to the public, including but not
limited to consultation with attorney pursuant to Texas Government Code Section 551.071
arising out of the attorney's ethical duty to advise the city concerning legal issues arising from
an agenda item. Any decision held on such matter will be taken or conducted in open session
following the conclusion of the executive session.
ADJOURNMENT
Persons with disabilities who plan to attend this meeting who may need auxiliary aids such as
interpreters for persons who are deaf or hearing impaired, readers or, large print are requested
to contact the City Secretary's Office, at 972-624-3105 at least two (2) working days prior to the
meeting so that appropriate arrangements can be made.
CERTIFICATION
I hereby certify that above notice of meeting was posted outside the front door of City Hall by 5:00 p.m.
on the 10th day of December 2025.
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Agenda Item No: 1.5
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Miscellaneous
Agenda Section: routine announcements, recognitions and proclamations
Suggested Action:
Items of Community Interest
Background:
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Agenda Item No: 1.6
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Library
Item Type: Announcement
Agenda Section: routine announcements, recognitions and proclamations
Suggested Action:
Receive presentation from the Library regarding upcoming events and activities. (Charters)
Background:
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Agenda Item No: 3.1
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Discussion
Agenda Section: work session
Suggested Action:
Council to provide direction to staff regarding future agenda items. (Council)
Background:
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Agenda Item No: 4.1
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Minutes
Agenda Section: consent agenda
Suggested Action:
Consider approving City Council Regular Session meeting minutes from December 2, 2025. (Stewart)
Background:
Attachments:
December 2, 2025 Minutes.docx
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1 These items are strictly public service announcements. Expressions of thanks, congratulations or condolences; information
regarding holiday schedules; honorary recognition of city officials, employees or other citizens; reminders about upcoming
events sponsored by the City or other entity that are scheduled to be attended by a city official or city employee. No action
will be taken and no direction will be given regarding these items.
MINUTES OF CITY COUNCIL REGULAR SESSION
HELD ON
DECEMBER 2, 2025
The Regular Session of the City Council of the City of The Colony, Texas, was called to order
at 6:31 pm. on the 2nd day of December, at City Hall, 6800 Main Street, The Colony, Texas,
with the following roll call:
Richard Boyer, Mayor
Robyn Holtz, Councilmember
Brian Wade, Councilmember
Dan Rainey, Councilmember
Perry Schrag, Councilmember
Joel Marks, Deputy Mayor Pro Tem
Judy Ensweiler, Mayor Pro Tem
Present
Present
Present
Present
Present
Present
Absent (Personal)
And with 6 council members present a quorum was established and the following items were
addressed:
1.0 ROUTINE ANNOUNCEMENTS, RECOGNITIONS and PROCLAMATIONS
1.1 Call to Order
Mayor Boyer called the meeting to order at 6:31 p.m.
1.2 Invocation
Elder Terry Mayley from First Baptist Church delivered the invocation.
1.3 Pledge of Allegiance to the United States Flag
The Pledge of Allegiance to the United States Flag was recited.
1.4 Salute to the Texas Flag
The Salute to the Texas Flag was recited.
1.5 Items of Community Interest
1.) Mayor Boyer announced last meeting of the City Council at the current building.
2.) Deputy City Manager, Brant Shallenburger announced the ribbon cutting for the new
city hall on December 16, 2025 at 5:30 pm.
1.6 Receive presentation from Parks and Recreation regarding upcoming events and activities.
Special Events Supervisor Chloe Hancock provided upcoming events and activities to the
council.
2.0 CITIZEN INPUT
1.) Rowan Burns spoke concerning upgrades needed at the baseball field.
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City Council – Regular Meeting Agenda
December 2, 2025
Page| 2
2.) Robert Garvin spoke concerning transportation, Kroger closing, prayer in government
facilities, and elected officials with local businesses.
3.0 WORK SESSION
3.1 Receive a presentation regarding medical insurance renewal and employee wellness
strategy.
Human Resource Director Rodney Wallican presented the item to council.
3.2 Council to provide direction to staff regarding future agenda items.
None
4.0 CONSENT AGENDA
Motion to approve all items from the Consent Agenda - Joel Marks, Deputy Mayor Pro Tem;
second by Dan Rainey, Councilmember, motion carried with all ayes.
4.1 Consider approving City Council Regular Session meeting minutes from November 18,
2025.
4.2 Consider approving a resolution authorizing the City Manager to sign Contract
Amendment No. 1 in the amount of $27,022.17 with Cam-Crete Contracting, Inc. for the
Lebanon Road Rectangular Rapid Flashing Beacon (RRFB) & Crosswalks Project.
RESOLUTION NO. 2025-136
4.3 Consider approving a resolution authorizing the City Manager to award a Construction
Services Contract in the amount $536,570.16 to CGC General Contractors, Inc. for the Bill
Allen Memorial Park Stream Bank Erosion Stabilization and Repair Project.
RESOLUTION NO. 2025-137
4.4 Consider approving a resolution authorizing the City Manager to award a purchase to
Frazer Ltd. in the amount of $441,291.00 for the purchase of a Ford F-450 Type 1-14'
Module Ambulance, utilizing HGAC contract #AM10-23.
RESOLUTION NO. 2025-138
5.0 REGULAR AGENDA ITEMS
5.1 [CONTINUED FROM NOVEMBER 18, 2025] Conduct a public hearing, discuss and
consider an ordinance amending Ordinance No. 2011 -1929, by approving a first
supplement to final project and reinvestment zone financing plan, by approving additional
TIF Project cost for Tax Increment Reinvestment Zone Number One (TIRZ #1).
Assistant City Manager Tim Miller presented the proposed ordinance to council.
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City Council – Regular Meeting Agenda
December 2, 2025
Page| 3
Public hearing remained open from the previous city council meeting on November 18th
and closed at 7:12 pm.
Council provided discussion on the item.
Motion to approve Agenda Item 5.1, as presented, but subject to revisions deemed necessary by
the City Manager and/or City Attorney - Brian Wade, Councilmember; second by Dan Rainey,
Councilmember, motion carried with all ayes.
ORDINANCE NO. 2025-2632
5.2 Discuss and consider a resolution authorizing and approving certain payments by the
Colony Local Development Corporation, the Colony Economic Development Corporation,
and the Colony Community Development Corporation for costs related to the construction
of projects within the Tax Increment Reinvestment Zone No. 1, City of the Colony, Texas
for Grandscape; providing for an effective date; and resolving other matters related thereto.
Assistant City Manager Tim Miller presented the proposed resolution to council.
Council provided discussion on the item.
Motion to approve Agenda Item 5.2, as presented, but subject to revisions deemed necessary by
the City Manager and/or City Attorney - Brian Wade, Councilmember; second by Dan Rainey,
Councilmember, motion carried with all ayes.
RESOLUTION NO. 2025-139
5.3 Discuss and consider a resolution authorizing and approving The Colony Hotel and
Convention Center Chapter 380 Agreement with LMG Ventures, LLC, and documents
related thereto.
City Attorney Jeff L. Moore presented the proposed resolution to council.
Council provided discussion on the item.
Motion to approve Agenda Item 5.3, as revised, and subject to revisions deemed necessary by
the City Manager and/or City Attorney - Brian Wade, Councilmember; second by Dan Rainey,
Councilmember, motion carried with all ayes.
RESOLUTION NO. 2025-140
5.4 Discuss and consider making appointments to the Tax Increment Reinvestment Zone
Number One Board of Directors.
Motion to approve the reappointments of members Place 6 through Place 9 - Brian Wade,
Councilmember; second by Robyn Holtz, Councilmember, motion carried with all ayes.
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City Council – Regular Meeting Agenda
December 2, 2025
Page| 4
5.5 Discuss and consider appointing a member of the Tax Increment Reinvestment Zone
Number One Board of Directors to serve as Chairman for a one-year term.
Motion to approve the reinstatement of the chair, Mayor Boyer - Brian Wade, Councilmember;
second by Robyn Holtz, Councilmember, motion carried with all ayes.
5.6 Discuss and consider making appointments to the Tax Increment Reinvestment Zone
Number Two Board of Directors.
Motion to approve the reappointments of members Place 1 through Place 3 and Place 8 through
Place 9 - Brian Wade, Councilmember; second by Dan Rainey, Councilmember, motion carried
with all ayes.
5.7 Discuss and consider appointing a member of the Tax Increment Reinvestment Zone
Number Two Board of Directors as Chairman for a one-year term.
Motion to approve the reinstatement of the chair, Mayor Boyer - Brian Wade, Councilmember;
second by Perry Schrag, Councilmember, motion carried with all ayes.
5.8 Discuss and consider making appointments to the Local Development Corporation Board
of Directors.
Motion to approve the reappointments of members Place 6 through Place 9 - Brian Wade,
Councilmember; second by Robyn Holtz, Councilmember, motion carried with all ayes.
5.9 Discuss and consider appointing a member of the Local Development Corporation Board
of Directors to serve as Chairman for a one-year term.
Motion to approve the reinstatement of the chair, Mayor Boyer - Brian Wade, Councilmember;
second by Dan Rainey, Councilmember, motion carried with all ayes.
5.10 Discuss and consider making appointments to the Hotel Development Corporation Board
of Directors.
Motion to approve the reappointments of members Place 6 through Place 9 - Brian Wade,
Councilmember; second by Perry Schrag, Councilmember, motion carried with all ayes.
5.11 Discuss and consider appointing a member to the Hotel Development Corporation Board
of Directors to serve as Chairman for a one-year term.
Motion to approve the reinstatement of the chair, Mayor Boyer - Brian Wade, Councilmember;
second by Dan Rainey, Councilmember, motion carried with all ayes.
11
City Council – Regular Meeting Agenda
December 2, 2025
Page| 5
5.12 Appointment of Council Liaisons to various city boards, commissions and committees.
Mayor Boyer announced the reappointment of all sitting Council Liaisons.
Executive Session was convened at 7:33 p.m.
6.0 EXECUTIVE SESSION
6.1 A. Council shall convene into a closed executive session pursuant to Sections 551.072 and
551.087 of the Texas Government Code to deliberate regarding purchase, exchange, lease
or value of real property and commercial or financial information the city has received
from a business prospect(s), and to deliberate the offer of a financial or other incentive to
a business prospect(s).
B. Council shall convene into a closed executive session pursuant to Section 551.071 of
the Texas Government Code to seek legal advice from the city attorney regarding
municipal setting designations (MSD).
Regular Session was reconvened at 8:30 p.m.
7.0 EXECUTIVE SESSION ACTION
7.1 A. Any action as a result of executive session regarding purchase, exchange, lease or value
of real property and commercial or financial information the city has received from a
business prospect(s), and the offer of a financial or other incentive to a business prospect(s).
No Action
B. Any action as a result of executive session regarding municipal setting designations
(MSD).
No Action
ADJOURNMENT
With there being no further business to discuss, the meeting was adjourned at 8:30 p.m.
APPROVED:
________________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
______________________________________________
Tina Stewart, TRMC, CMC, City Secretary
12
Agenda Item No: 4.2
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Engineering
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution approving a list of pre-qualified professional consulting service providers
for sixteen (16) service categories. (Hartline)
Background:
Background: On September 25, 2025, fifty-eight (58) professional service providers submitted
Statements of Qualifications (SOQs) for selection of professional consulting services in accordance with
the terms, conditions, and requirements set forth in the Request for Qualifications (RFQ) released by the
City. The RFQ provided interested professional service providers with the information necessary to
prepare and submit their qualifications for consideration. Categories of services included master plans,
roadway, water, wastewater, stormwater/environmental/erosion control structures, site development
services, surveying, easement and land acquisition, geotechnical, landscape & irrigation, traffic
engineering services, HVAC engineering/design, electrical engineering/design, structural, parks design
services and SCADA design services and programming. The SOQs were reviewed and the professional
service list was prepared by a staff committee composed of five members. The committee members
were from the Public Works Department (2), Engineering Department (4) and Parks Department (2). The
selected professional service providers list will be retained for a period of three years and may be
extended annually at the City's discretion. Projects during the three-year period will be assigned on a
task order basis. After selection for a specific project, the selected professional service provider will be
requested to provide a proposal for each task for approval by the City. Such proposals will include a
detailed scope of services, hourly fee breakdown, overall project schedule, and an Opinion of Probable
Cost for construction and other activities related to the construction of the project, if applicable. Firms
were selected based on the following criteria: Firm's experience and background, Prior Work Performed
for The Colony, Professional Background of Key Personnel, Project Management Approach, Client
Service Approach, References, and Proximity of design office under which the work will be directed and
managed. The list of the selected professional service providers by service category is attached. This list
was approved unanimously by the committee.
Attachments:
2025 RFQ Accepted Listing.pdf
Res. 2025-xxx List of Pre-qualified Professional Consulting Services Providers.doc
13
Company Name Architectural ServiceMaster PlansRoadwayWaterWaste WaterStormwater/Envirmental/Erosion Control StructuresSite Development ServicesSurveyingEasement & Land AcquisitionGeotechnicalLandscape/Irrigation ServicesTraffic Engineering ServicesHVAC Engineering ServicesElectrical Engineering ServicesStructural Engineering ServicesParks Design ServicesScada design Services & PrgrammingAlliance Geotechnical Group, Inc.X
Black & Veatch Corporation X X X X X
Bridgefarmer & Associates, Inc.X X X X X X X
CEI Engineering Associates, Inc.X X X X X X
Cobb, Fendley & Associates, Inc.X X X X X X X
Consor Engineers, LLC X X X
Dunway X X X X X X X X X X
ECS Southwest, LLP X
Freese and Nichols, Inc.X X X X X X X X X
Geotex Engineering, LLC X
Giles Engineering Associates, Inc.X
Gresham Smith X X X
Halff Associates, Inc. (FORT WORTH)X X X X X X X X X X X
HDR Engineering, Inc.X X X X
Huitt-Zollars, Inc.X X X X X X X X X
Kimley-Horn and Associates, Inc.X X X X X X X X X X
LJA X X X X X X X X X
Mbroh Engineering, Inc.X X X
MHS Planning & Design X X X X
Multatech Engineering, Inc.X X X X X
Neel-Schaffer, Inc.X X X X X X X X
Olsson X X X X X X X X X X X X X X X
Pape-Dawson X X X X
Parkhill X X X X X X X X
PGAL, Inc.X X X X X X X
Quiddity Engineering, LLC X X X X X X X X
14
Company Name Architectural ServiceMaster PlansRoadwayWaterWaste WaterStormwater/Envirmental/Erosion Control StructuresSite Development ServicesSurveyingEasement & Land AcquisitionGeotechnicalLandscape/Irrigation ServicesTraffic Engineering ServicesHVAC Engineering ServicesElectrical Engineering ServicesStructural Engineering ServicesParks Design ServicesScada design Services & PrgrammingRaba Kistner X X X
RLG Consulting Engineers X X X X X X X
Ron Hobbs Architecture & Interior Design, LLP X
Shield Engineering Group, PLLC X X X X X X
Spurgin & Associates Architects LLC X X
Stateside Right of Way Services, LLC X
STV Inc.orporated X X X X X
Teague Nall and Perkins, Inc.X X X X X X X X X X X X
Terracon Consultants, Inc.X
VRX, Inc.X X
Westwood Professional Services, Inc.X X X X X X X X X
Wier & Associates, Inc.X X X
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CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS, AUTHORIZING THE CITY MANAGER
TO APPROVE A LIST OF PRE-QUALIFIED PROFESSIONAL
CONSULTING SERVICE PROVIDERS FOR SIXTEEN
SERVICE CATEGORIES; AND PROVIDING AN EFFECTIVE
DATE
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF THE COLONY, TEXAS:
Section 1. That the City Council of the City of The Colony, Texas, has duly
reviewed and considered the proposed list of pre-qualified professional consulting
service providers for sixteen service categories as prepared by a staff committee
composed of five members.
Section 2. That the City Manager is hereby authorized to approve the list of
pre-qualified professional consulting service providers for a period of three years with
the option to extend annually at the City’s discretion.
Section 3. That this resolution shall take effect immediately from and after
its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS, THIS THE 16TH DAY OF DECEMBER 2025.
__________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
____________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
____________________________________
Jeffrey L. Moore, City Attorney
16
Agenda Item No: 4.3
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Parks & Recreation
Item Type: Ordinance
Agenda Section: consent agenda
Suggested Action:
Consider approving an ordinance accepting a bid and authorizing the sale of certain parkland generally
located at 4529 and 4531 W. Lake Highlands Drive, The Colony, Denton County, Texas, and related
actions thereto. (Kopsa)
Background:
Attachments:
GW Offer Comparison W Lake Highlands.pdf
Ord. 2025-xxxx Accept Bid - Sale of Parkland.docx
17
Buyer 1 Buyer 2 Buyer 3
Agent Name Lori Rios Jignesh Dhola Chris Farley
Buyer Name J&R Reyna Investments LLC Ghanshyam Bhalala, Fady Soliman Zariyan Jiwani
Offer Amount $275,100.00 $255,000.00 $200,500.00
Adjusted Offer Amount
List Price 250,000.00 250,000.00 250,000.00
Cash Difference 0.00 0.00 0.00
Down Pmt 0.00 0.00 0.00
Financing Amount 0.00 0.00 0.00
Financing Type Cash Cash Cash
Title Co Universal Title Universal Title Universal Title
Title Pd 0.00 1,700.00 1,700.00
Am Shortages Pd By Seller 200.00 0.00 0.00
Survey Paid By Seller 0.00 500.00 0.00
Objections 3 0 3
Warranty Paid By Seller 0.00 0.00 0.00
7D2 as is as is as is
Closing Costs Paid By Seller 0.00 0.00 0.00
Close Date December 1/6 12/23
Option Fee 0.00 100.00 100.00
Option Days 0 7 7
Leaseback Requested?
Rent/Deposit 0.00 0.00 0.00
HOA Days 0 0 0
HOA Trasfer Fee Pd. By Buyer 0.00 0.00 0.00
Non-realty Items storage building storage building storage building
NET $274,900.00 $252,800.00 $198,800.00
Lender Company Name
(Debits)200.00 2,200.00 1,700.00
(Credits)275,100.00 255,000.00 200,500.00
Earnest Money 2,751.00$ 2,550.00$ 2,000.00$
Notes
18
CITY OF THE COLONY, TEXAS
ORDINANCE NO. 2025 - _______
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, ACCEPTING A BID AND AUTHORIZING THE SALE
OF CERTAIN PARKLAND GENERALLY LOCATED AT 4529 AND 4531
W. LAKE HIGHLANDS DRIVE, THE COLONY, DENTON COUNTY,
TEXAS; AUTHORIZING THE CITY MANAGER TO EXECUTE ANY
AND ALL DOCUMENTS FOR THE SALE OF SAID PARKLAND;
REQUIRING THE PROCEEDS FROM SAID SALE OF PARKLAND TO
BE USED TO ACQUIRE OR IMPROVE OTHER PUBLIC PARKS;
PROVIDING A SEVERABILITY CLAUSE; PROVIDING A REPEALER
CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Section 253.001 of the Texas Local Government Code authorizes the City of
The Colony, Texas, to sell land owned, held, or claimed as a public park provided the issue of the
sale is submitted to the qualified voters of the City of The Colony, Texas, at an election called and
held for that purpose; and
WHEREAS, on Tuesday, November 7, 2023, the qualified voters of the City of The
Colony, Texas, considered the following ballot proposition: “Shall the City of The Colony, Texas
sell 0.1434-acres of parkland generally located at 4529 and 4531 W. Lake Highlands Drive, The
Colony, Texas, and more particularly described as Block 8, Lot 48 and Block 9, Lot 49 of the
Garza Lake Estates Addition, an addition to the City of The Colony, Denton County, Texas” (the
“Parkland”); and
WHEREAS, on November 7, 2023, the qualified voters of the City of The Colony, Texas,
approved the sale of said Parkland; and
WHEREAS, the City of The Colony, Texas, solicited bids for the Parkland; and
WHEREAS, on December 16, 2025, at a regularly scheduled meeting of the City Council
of the City of The Colony, Texas, the City Council accepted the bid submitted by J&R Reyna
Investments LLC for the purchase of the Parkland; and
WHEREAS, Section 253.001(d) of the Texas Local Government Code provides that the
proceeds from the sale of parkland may only be used to acquire and improve other public parks;
and
WHEREAS, Section 253.001(c) of the Texas Local Government Code authorizes the
City Council of the City of The Colony, Texas, to adopt an ordinance directing the City Manager
to execute any and all documents for the sale and conveyance of the Parkland.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS:
19
2
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. That the City Council of the City of The Colony, Texas, authorizes and approves
the bid submitted by J&R Reyna Investments LLC for the sale and conveyance of the Parkland,
and authorizes the City Manager to execute any and all documents necessary for the s ale and
conveyance of the Parkland to J&R Reyna Investments LLC.
.
Section 3. That the City Council of the City of The Colony, Texas, directs the proceeds from
the sale of said Parkland be used to acquire and or improve other public parks, consistent with
section 253.001 of the Texas Local Government Code.
Section 4. SEVERABILITY CLAUSE
It is hereby declared to be the intention of the City Council that the phrases, clauses, sentences,
paragraphs and sections of this ordinance are severable, and if any phrase, clause, sentence,
paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or
decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the
remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same
would have been enacted by the City Council without the incorporation of this ordinance of any
such unconstitutional phrase, clause, sentence, paragraph or section.
Section 5. REPEALER CLAUSE
Any provision of any prior ordinance of the City whether codified or uncodified, which are in
conflict with any provision of the Ordinance, are hereby repealed to the extent of the conflict, but
all other provisions of the ordinances of the City whether codified or uncodified, which are not in
conflict with the provisions of this Ordinance, shall remain in full force and effect.
Section 6. EFFECTIVE DATE
This Ordinance shall become effective immediately upon its passage.
PASSED, APPROVED AND ADOPTED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, ON THIS THE 16TH DAY OF DECEMBER 2025.
APPROVED:
___________________________________
Richard Boyer, Mayor
City of The Colony, Texas
20
3
ATTEST:
___________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
___________________________________
Jeff Moore, City Attorney
21
Agenda Item No: 4.4
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Engineering
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to execute an Engineering Services
Contract in the amount of $397,000.00 with Halff Associates, Inc. to prepare construction plans and
specifications for the Phase 16 Residential Street Reconstruction Project. (Hartline)
Background:
Summary of Request: This contract will authorize Halff Associates, Inc. to prepare construction plans
and contract specifications for the Phase 16 Residential Street Reconstruction project. City Council
approved funding for the design of these streets in the 2025/2026 CIP budget. The streets to be
designed during this project are listed below. Concrete Streets: Crutchberry Place - Blair Oaks Drive to
Cul-De-Sac (650 LF) Griffin Drive - S Colony Boulevard to Strickland Avenue (1000 LF) Ivy Drive -
Bartlett Drive to Griffin Drive (350 LF) Middleton Circle - West Cul-de-Sac to Blair Oaks Drive and Blair
Oaks Drive to East Cul-De-Sac (800 LF) Sutton Place - Hetherington Drive to Cul-De-Sac (1,000 LF)
The concrete streets will be reconstructed to the same width as existing with reinforced concrete
pavement. Sidewalk and driveway returns within right-of-ways will also be reconstructed. Storm drains,
water/wastewater mains and street lights will also be replaced, as needed. The design contract includes
surveying, preparing construction plans and specifications, bidding assistance and construction
management services. The total cost of the contract with Halff Associates, Inc. is $ 397,000.00. With
approval, the project is anticipated to start design in January 2026 with an estimated completion in
October 2026.
Attachments:
Phase 16 streets Map.pdf
Contract Phase 16 Street Reconstruction Halff Associaes.pdf
Res. 2025-xxx Halff Associates Engineering Services Contract.doc
22
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43
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO
EXECUTE AN ENGINEERING SERVICES CONTRACT WITH HALFF
ASSOCIATES, INC. FOR PREPARATION OF CONSTRUCTION PLANS
AND SPECIFICATIONS FOR THE PHASE 16 RESIDENTIAL STREET
RECONSTRUCTION PROJECT; AND PROVIDING AN EFFECTIVE
DATE
WHEREAS, the City of The Colony, Texas (the “City”), desires to obtain the services of
Halff Associates, Inc. for the preparation of construction plans and specifications for the Phase
16 Residential Street Reconstruction Project; and
WHEREAS, with said Engineering Services Contract, the City agrees to pay the sum not
to exceed $397,000.00 for such work.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF THE COLONY, TEXAS:
Section 1. The Engineering Services Contract, is found to be acceptable and in the best
interest of the City and its citizens, be, and the same is hereby, in all things approved.
Section 2. The City Manager is hereby authorized to execute said Engineering Services
Contract on behalf of the City of The Colony, Texas.
Section 3. That this resolution shall take effect immediately from and after its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS THIS 16th DAY OF DECEMBER 2025.
______________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
____________________________________
Tina Stewart, TRMC, CMC, City Secretary
44
APPROVED AS TO FORM:
____________________________________
Jeffrey L. Moore, City Attorney
45
Agenda Item No: 4.5
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Public Works/Water Distribution
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to award a Sourcewell Contract with
Structured Construction, LLC for the purchase and install of a modular unit for the Public Works Locker
Rooms Project in the amount of $515,622.29. (Lehmann)
Background:
Fiscal Impact: There are currently allocated funds from the prior budget year for the purchase of the new
building in the amount of $601,060.00. The quote of $515,622.29 for the new unit leaves $85,437.71
remaining in the budget. Recommended Action: Approve the purchase and install of a modular unit for
the Public Works Locker Rooms Project
Attachments:
CITY_MEMO_PW_LOCKERS.pdf
WOP - The Colony - Public Service Building Reno - Option 2.pdf
Res. 2025-xxx Structured Construction, LLC.doc
46
AGENDA ITEM TO: Mayor, City Council, City Manager
DATE SUBMITTED: 12/05/2025 MEETING DATE: 12/16/2025 SUMMARY OF REQUEST: Consider approval of a Proposal from Structured
AGENDA ITEM
AGENDA ITEM Exhibit A 49
Work Order Signature Document
Sourcewell EZIQC Contract No.: TX-R3-GC-052124-SCL
The Colony - Public Service Building Reno - Option 2
New Work Order
147860.00
Modify an Existing Work Order
Work Order Title:
Work Order Number.:Work Order Date:
X
11/14/2025
Contractor Name:
Contact:
Phone:
Contact:
Phone:
Select a Contractor Project Manager in
PeopleNo Phone
Owner Name:SOURCEWELL - TEXAS - The Colony
Joe Oerum
Structured Construction LLC
972-624-3145
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of
Sourcewell EZIQC Contract No TX-R3-GC-052124-SCL.
Brief Work Order Description:
Alternate option for the Public Services renovation project.
X Will not apply:Liquidated Damages Will apply:
Estimated Completion Date:
Estimated Start Date: Time of Performance
Work Order Firm Fixed Price: $515,622.29
Owner Purchase Order Number:
Approvals
Date DateContractorOwner
2.00
Page 1 of 1
11/14/2025
Work Order Signature Document
50
3.00
Detailed Scope of Work
Joe OerumSelect a Contractor Project Manager in PeopleTo:From:
No Data Input SOURCEWELL - TEXAS - The Colony
No Data Input 6800 Main St
No Data Input, The Colony, TX 75056
No Data Input 972-624-3145
Work Order Number:
November 14, 2025Date Printed:
147860.00
The Colony - Public Service Building Reno - Option 2Work Order Title:
Brief Scope:Alternate option for the Public Services renovation project.
Revised FinalPreliminaryX
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the
items set forth below shall be considered part of this scope of work.
GENERAL:
This Scope of Work describes the Building Addition (Option #2) Project at The Colony, TX Public Works
Building to be performed by Structured Construction LLC (“Structured”) as the general contractor. Work
includes Safety/General Requirements (Div. 01), and Special Construction (Div. 13).. The repairs will be
phased, as required, to accommodate The Colony's traffic.
1.0 SCOPE OF WORK:
The scope of work to be performed by Structured includes all labor, materials, supervision, equipment,
insurance, taxes, and overhead costs necessary to perform the work described herein.
Work includes the following:
1.1 Public Works Building Addition (Option #2)
1. Brief SOW: Supply and install a turn key modular building.
1.1.1 Division 01 - Safety/General Requirements:
Work includes the following:
·Provide and install a 24ft x 70 ft modular trailer.
·Performance bond
1.1.2 Division 13 - Special Construction:
Work includes the following:
·Supply and install a 24ft x 70ft turn key modular building.Supply and install three sets of stairs ,one
set of stairs to be ADA compliant.
2.0 SPECIFICATIONS:
As provided by The Colony Personnel and are described in the scope of work.
2.1 DRAWING AND SKETCHES:
Page 1 of 2
11/14/2025
Scope of Work
51
Detailed Scope of Work Continues..
Work Order Title:
Work Order Number:147860.00
The Colony - Public Service Building Reno - Option 2
Sketches and drawings not provided.
2.2 SPECIFICATIONS:
Work shall be performed per the latest edition of the applicable federal, state, and local codes and standards.
3.0 SUBMITTALS:
Structured shall submit the indicated number of copies of each required submittal. Submittals shall be
submitted and approved prior to incorporating that material or activity into the project. Submittals required by
specification and/or drawings shall be made regardless of whether or not they are listed on this schedule.
4.0 SPECIAL CONSIDERATIONS:
Special considerations are applicable to this project as outlined in the following:
4.1 Structured will contact the customer project manager to coordinate scheduled equipment outages if
required.
4.2 Normal working hours for this project are Monday through Friday 8:00 am – 5:00 pm. Working outside of
normal working hours or on holidays will be coordinated and approved by the customer. The scope of work
does not include the cost of work outside of normal working hours unless noted.
4.3 All work performed shall be in accordance with the applicable requirements of the latest edition of the
Occupational Safety and Health Act (OSHA), Structured safety requirements and customer procedures as
provided to Structured.
4.4 This proposal is valid for 28 days.
5.0 Exclusions:
The following items are excluded from the scope of work:
1. Asbestos or lead abatement
2. SWPPP
3. Anything not specified in the above scope of work.
Subject to the terms and conditions of JOC Contract TX-R3-GC-052124-SCL.
Contractor Date
DateOwner
Page 2 of 2
11/14/2025
Scope of Work
52
4.00
Contractor's Price Proposal - Summary
Owner PO #:
The Colony - Public Service Building Reno - Option 2
147860.00
TX-R3-GC-052124-SCLIQC Master Contract #:
Work Order #:
Title:
Re:
November 14, 2025Date:
Proposal Value:
Contractor: Structured Construction LLC
$515,622.29
$11,099.51Division 01
$504,522.78Division 13
Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals,
sub-totals and the proposal total is due to rounding.
$515,622.29
The Percentage of NPP on this Proposal:97.85%
Page 1 of 1
11/14/2025
Contractor's Price Proposal - Summary
53
5.00
Contractor's Price Proposal - Detail
The Colony - Public Service Building Reno - Option 2
147860.00
TX-R3-GC-052124-SCLIQC Master Contract #:
Work Order #:
Owner PO #:
Title:
Re:
November 14, 2025Date:
Proposal Value:
Contractor: Structured Construction LLC
$515,622.29
(Excludes)Equip. MaterialLabor
Line TotalDescriptionUOMMod.ItemSect.
Division 01
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible
costs as directed by Owner. Insert the appropriate quantity to adjust the base
cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees,
list each one separately and add a comment in the "note" block to identify the
Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended
warranty, expedited shipping costs, etc.). A copy of each receipt, invoice, or
proof of payment shall be submitted with the Price Proposal.
1 $11,099.51EA
Installation =x x 11,099.51
FactorUnit PriceQuantity Total
1.00 1.1000 10,090.46
2% Bonding fee.
$11,099.51Subtotal for Division 01
Division 13
13 00 00 00 0004 Modular Building Locker room2 $504,522.78EA
Installation =x x 504,522.78
FactorUnit PriceQuantity TotalNPP 382,504.00 1.3190 1.00
$504,522.78Subtotal for Division 13
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals,
sub-totals and the proposal total is due to rounding.
$515,622.29
The Percentage of NPP on this Proposal:97.85%
Page 1 of 1
11/14/2025
Contractor's Price Proposal - Detail
54
Subcontractor Listing
147860.00
The Colony - Public Service Building Reno - Option 2
TX-R3-GC-052124-SCLIQC Master Contract #:
Work Order #:
Owner PO #:
Title:
Re:
November 14, 2025Date:
Proposal Value:
Contractor: Structured Construction LLC
$515,622.29
%DutiesName of Contractor Amount
No Subcontractors have been
selected for this Work Order
0.00$0.00
6.00
Page 1 of 1
11/14/2025
Subcontractor Listing
55
70'-0"11'-8"7'-9"13'-4"11'-8"
23'-4"42'-0"1'-6"27'-0"13'-4"28'-2"1'-6"5'-5"HVACTHE INFORMATION HEREIN IS THE PROPERTY OF ARIES AND IS COPYRIGHTED MATERIAL. THIS DOCUMENT MAY NOT BE DISTRIBUTED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF ARIES BUILDING SYSTEMS, LLC.CUSTOMER APPROVAL SIGNATURE:DATE:STANDARD FINISHESDRAWING SCALE :DRAWN BY :DRAWING NUMBER:REV:EXTERIOR :ROOFING :FLOORING :INTERIOR :LIGHTING :MISC. :CHECK BY :DATE :APP'D BY :3BR-091625-01-H FP1.0N.T.S.24' x 70' NOMINAL - 1680 SFMODULAR LOCKER ROOMFLOOR PLANDH10/29/2025HITCH LAUNDRY EMERGENCYEXIT ONLYHVAC
HITCHWH COMMON AREA LOCKER ROOM WOMENS LOCKER ROOM MENS(48) 18" LOCKERS(10) 18" LOCKERSWINDOWWINDOWWADA BENCHADA BENCH
BENCH JANITOR WDD56
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO AWARD
A CONTRACT TO STRUCTURED CONSTRUCTION, LLC FOR THE
PURCHASE AND INSTALL OF A MODULAR UNIT FOR THE PUBLIC
WORKS LOCKER ROOMS PROJECT; AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, That the City Council of the City of The Colony, Texas hereby
authorizes the City Manager to execute a contract with Structured Construction, LLC for the
purchase and installation of a modular unit for the Public Works Locker Rooms Project; and
WHEREAS, with this contract, the City of The Colony agrees to the services not to
exceed the amount of $515,622.29.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF THE COLONY, TEXAS, THAT:
Section 1. The Contract, having been reviewed by the City Council of the City of
The Colony, Texas, and found to be acceptable and in the best interest of the City and its citizens,
be, and the same is hereby, in all things approved.
Section 2. The City Manager is hereby authorized to execute the contract on behalf
of the City of The Colony, Texas, with the terms and conditions as stated therein.
Section 3. This Resolution shall take effect immediately from and after its
adoption and it is so resolved.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS THIS 16th DAY OF DECEMBER 2025.
__________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
________________________________
Tina Stewart, TRMC, CMC, City Secretary
57
APPROVED AS TO FORM:
__________________________________
Jeffrey L. Moore, City Attorney
58
Agenda Item No: 4.6
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to execute the Fourth Addendum to the
Health Services Agreement with Marathon Health, LLC, for the purpose of extending The Colony
Wellness Center's operating hours and approving the associated fees. (Wallican)
Background:
Fiscal Impact: The proposed expansion of Wellness Center hours requires an additional $105,000 to
fund increased staffing hours for existing Center personnel. This cost will be covered entirely by unspent
funds from the FY 2026 medical/dental/vision renewal, which came in $399,000 below the budgeted
projection. No new appropriation is required. Recommended Action: Approve the resolution to allow the
execution of the Fourth Addendum.
Attachments:
Marathon Contract- 4th Addendum Dec 2025.docx
Res. 2025-xxx Marathon Contract - 4th Addendum.doc
59
1
FOURTH ADDENDUM TO HEALTH SERVICES AGREEMENT
This Fourth Addendum to the Health Services Agreement (the "Addendum"), dated as of the
last signature below (the “Effective Date”), is made by and between City of The Colony, Texas
(“Client”), and Marathon Health, LLC (“Marathon”).
RECITALS
WHEREAS, Client and Marathon are parties to that certain Health Services Agreement dated
November 20, 2018, for certain preventive, wellness, disease management, health consultation and
primary care services, as amended from time to time (as amended, the “Agreement”);
WHEREAS, the Parties wish to amend the Agreement to reflect increased medical assistant
staffing and the associated fees; and
NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, and intending to be legally bound, the Parties agree as follows:
1. Staffing.
a. Increase in Medical Assistant Staffing. The Parties agree to modify staffing to
increase Medical Assistant (“MA”) staffing at the Health Center by an additional 0.1
FTE, which is equal to four (4) hours per week, resulting in a total of twenty-four (24)
hours per week (0.6 FTE) of MA coverage. This increase shall take effect on the date
the expanded hours commence (the “Staffing Increase Start Date”).
b. Restatement of Staffing. To reflect the increase in MA staffing hours, the Parties
agree that, as of the Staffing Increase Start Date, the section titled “Health Center
Staffing” on Schedule A (Marathon Services) is hereby deleted and replaced with the
following:
Health Center Staffing
Staffing FTE
Nurse Practitioners/Physician Assistants 0.6
Medical Assistants 0.6
Behavioral Health Counselor 0.6
2. Annual Fees. Effective as of the Staffing Increase Start Date:
a. To reflect the increase in MA staffing hours, the Annual Fee shall be increased by the
annualized amount of Twenty-Five Thousand Eight Hundred Dollars ($25,800.00)
pro-rated to account for the number of months then remaining in the Service Period.
b. The Annual Service Fee table shall be deleted and replaced with the following:
60
2
3. Miscellaneous. This Addendum is made under and incorporates the terms and conditions of
the Agreement. The terms and conditions set forth in this Addendum are in addition to and
not in substitution of any terms or conditions set forth in the Addendum. Capitalized terms not
otherwise defined in this Addendum shall have the meanings ascribed to them in the
Agreement. Except as specifically modified by this Addendum, the terms and conditions of the
Agreement remain in full force and effect.
IN WITNESS WHEREOF, each of the parties hereto has executed this Addendum as of the
Effective Date.
CITY OF THE COLONY, TEXAS MARATHON HEALTH, LLC
By: _____________________________ By: _______________________________
Name: Name: ____________________________
Title: Title: ______________________________
Date: Date: _____
11/01/2025 – 4/30/2026 5/1/2026 - 4/30/2027 5/1//2027 - 04/30/2028
Product Monthly Fee Annual
Fee
Monthly
Fee Annual Fee Monthly
Fee Annual Fee
Current Fee $36,622 $439,469 $38,454 $461,442 $40,376 $484,515
Add .1FTE MA $2,150.00 $25,800 $2,257.50 $27,090 $2,370.38 $28,445
Total $38,772.42 $465,269 $40,711.04 $488,532 $42,746.59 $512,959
61
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS, AUTHORIZING THE CITY MANAGER
TO EXECUTE A FOURTH ADDENDUM TO HEALTH
SERVICES AGREEMENT BY AND BETWEEN THE CITY OF
THE COLONY AND MARATHON HEALTH, LLC; PROVIDING
AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF THE COLONY, TEXAS:
Section 1. That the City Council of the City of The Colony, Texas, has duly
reviewed and considered the fourth addendum to the agreement by and between the
City of The Colony and Marathon Health, LLC., in the amount of $105,000.00 for the
purpose of extending The Colony Wellness Center’s operating hours and approving the
associated fees.
Section 2. That this Agreement is found to be acceptable and in the best
interest of the City and its citizens, and the City Manager is hereby authorized to execute
the agreement on behalf of the City of The Colony, Texas, with the terms and conditions
as stated therein.
Section 3. That this resolution shall take effect immediately from and after
its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS, THIS THE 16th DAY OF DECEMBER 2025.
____________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
___________________________________
Tina Stewart, TRMC, CMC, City Secretary
62
APPROVED AS TO FORM:
___________________________________
Jeffrey L. Moore, City Attorney
63
Agenda Item No: 4.7
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Public Works/Water Distribution
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to award a purchase to PVS Technologies
for the purchase of Ferric Chloride used for wastewater treatment in the amount of $145,200.00. (Whitt)
Background:
The purchase of Ferric Chloride for the application as a coagulant and flocculant in wastewater
treatment; it facilitates the removal of phosphorus from wastewater which is a regulated chemical by the
Texas Commission of Environmental Quality. Fiscal Impact: The wastewater account (200-662-6345
Chemical) has a budget of $ 295,200.00. $150,000 .00 has been encumbered to SNF Polydyne PO #
26-05551 for the purchase of Clarifloc polymer with a balance of $145,200.00. This request is for the
purchase of Ferric Chloride for the treatment of phosphorus from PVS Technologies for $145,200.00,
leaving an account balance of $1,200.00 Recommended Action: Approve resolution
Attachments:
PVS Tech Memo.doc
Pencco The Colony, Texas.pdf
The Colony_Contract Renewal_ Ferric Chloride (October Confirmation).pdf
Res. 2025-xxx PVS Technologies.docx
64
City of The Colony - 6800 Main Street - The Colony, Texas 75056 (972) 625-1756
www.TheColonyTX.gov
From: James Whitt, Department of Public Works
Sent: 11/19/2025
Subject: Purchase Order for PVS Technologies
This agenda item is a request to purchase Ferric Chloride from PVS Technologies.
The application of Ferric Chloride serves as a coagulant and flocculant in wastewater treatment;
it facilitates the removal of Phosphorus from wastewater which is a regulated chemical by the
Texas Commission of Environmental Quality. Additionally, Ferric Chloride oxidizes (deodorizes)
Hydrogen Sulfide which is naturally present in wastewater, which is corrosive, flammable and
has the characteristic foul odor of rotten eggs.
65
This email was sent from outside your organization, yet is displaying the name of someone from your organization. This
often happens in phishing attempts. Please only interact with this email if you know its source and that the content is safe.
From:eChempax on behalf of Sarah Duffy
To:Sarah Duffy
Subject:eChempax Note: The Colony, Texas
Date:Tuesday, September 30, 2025 9:53:00 AM
Click here to view this note in Datacor CRM
Pencco, Inc.
831 Bartlett Road
Sealy, TX 77474
USA
Note ID: 2648
Type: Quote
Date: 09/30/2025
Owner: Sarah Duffy
E-Mail: Sarah Duffy (sarah@pencco.com)
Prospect: The Colony, Texas
Phone: 972-624-2253
Address: The Colony, Texas
7500 Forrest Drive
The Colony, TX 75056
Location: The Colony, TX
Products:
Product Code Product Name Packaging Price
FC44 Ferric Chloride BULK 2.91 G
Free Fields:
FOB:Destination
Lead Time:7-14 days approx.
Ship Method: Tank Truck
Description:Ferric Chloride (34-38%)
$2.91/gallon
*Offloaded into a bulk tank.
Once accepted, quote valid 9/30/25-12/31/25
Delivery Amount: 4500 gallon minimum - short load fee to apply for smaller quantities
Demurrage:1 stop included; Thereafter $100/stop; 2 hours free unloading; thereafter
$100/hour
Acceptance Required
By:
10/5/25
Customer
Acceptance:
_______________________________
Customer Signature
Disclaimer:Payment Terms: 1.5% 10, Net 30 Days
66
October 18, 2025
ATTN: Lester Patrick
City of The Colony, TX
The Colony, TX
PVS CHEMICALS
10900 HARPER AVE
DETROIT, MI 48213
Dear Lester,
Please see the confirmation of the recent price update/extension for ferric chloride into The
Colony, TX.
PVS Technologies is pleased to renew the ferric chloride supply agreement.
PVS Technologies will implement a price adjustment for the renewal term. The price of
ferric chloride for the renewal term will be $1,275 per dry ton (DT).
Current Term Price: $1,250 per DT
Renewal Term* Price: $1,275 per DT
*Renewal Term: October 1, 2025 – September 30, 2026
Year-over-Year Price Change: +$25 per DT (+2.0%)
PVS Technologies has increased the ferric chloride delivered price to account for increases
in our cost of labor, logistics and raw materials.
The proposed price change is in line with the Producer Price Index change for inorganic
chemicals and chlorine (WPU061302), as well as the Consumer Price Index for the last 12
months. Summary tables to the most recent 12 months published for both indices are
included in Attachment A.
Please confirm the City of The Colony’s acceptance of the new price.
We are excited to extend the supply partnership with The Colony for another year. We look
forward to serving your needs with quality product and superior service.
Sincerely,
Daniel Ehrig
Account Manager - PVS Technologies, Inc.
67
ATTACHMENT A
2
Index Name
WPU061302
Index Description
Producer Price Index by Commodity: Chemicals and Allied Products: Inorganic Chemicals,
Other Than Alkalies and Chlorine, Index 1982=100, Monthly, Not Seasonally Adjusted
Link to Data
https://fred.stlouisfed.org/series/WPU061302
Monthly Data Table:
Index Name
CUUR0000SA0
Index Description
Consumer Price Index for All Urban Consumers (CPI-U), All items in U.S. city average, all
urban consumers, not seasonally adjusted
Link to Data
https://www.bls.gov/cpi/data.htm
Monthly Data Table:
(see next page)
observation_date WPU061302
2024-07-01 339.817
2024-08-01 338.879
2024-09-01 338.706
2024-10-01 335.867
2024-11-01 339.779
2024-12-01 339.758
2025-01-01 344.206
2025-02-01 341.696
2025-03-01 340.970
2025-04-01 341.427
2025-05-01 345.939 ∆∆%
2025-06-01 347.488 7.671 2.3%
12-month Movement
68
ATTACHMENT A
3
Year Month Index Value
2024 Aug 314.796
2024 Sep 315.301
2024 Oct 315.664
2024 Nov 315.493
2024 Dec 315.605
2025 Jan 317.671
2025 Feb 319.082
2025 Mar 319.799
2025 Apr 320.795
2025 May 321.465
2025 Jun 322.561 ∆∆%
2025 Jul 323.048 8.252 2.6%
12-month Mvmt
69
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO AWARD
A PURCHASE TO PVS TECHNOLOGIES FOR THE PURCHASE OF
FERRIC CHLORIDE USED FOR WASTEWATER TREATMENT; AND
PROVIDING AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, THAT:
Section 1. That the City Council of the City of The Colony, Texas hereby authorizes the City
Manager to award a purchase to PVS Technologies, in the amount of $145,200.00 for the purchase
of Ferric Chloride used for wastewater treatment.
Section 2. That the City Manager and/or his designee are authorized to award said
purchase.
Section 3. This resolution shall take effect immediately from and after its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, THIS 16th DAY OF DECEMBER 2025.
____________________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
___________________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
___________________________________________
Jeffrey L. Moore, City Attorney
70
Agenda Item No: 4.8
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Finance
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to award a purchase to Holt CAT for a
Model 420 Backhoe Loader w/ Hammer in the amount of $166,780.00 utilizing Sourcewell Contract
#020223. (Whitt)
Background:
The Streets and Drainage Department has identified the need for a new backhoe to support ongoing
street, alley, sidewalk, and stormwater infrastructure maintenance. The acquisition of a Model 420
Backhoe Loader with Hammer will significantly enhance the department's capabilities, particularly in the
efficient removal of concrete during repair operations. This equipment will improve productivity, reduce
project timelines, and support the City's commitment to maintaining safe and reliable public
infrastructure. Holt CAT has provided pricing for the Model 420 Backhoe Loader with Hammer through
Sourcewell Contract #020223, a competitively bid cooperative purchasing contract that meets all
procurement requirements. Utilizing this contract ensures the City obtains the equipment at a favorable
and publicly vetted price.
Attachments:
Holt CAT_Updated 420 Quote with Hammer.pdf
Res. 2025-xxx Holt CAT.docx
71
Page 1
DATE: Nov 6, 2025
QUOTE #:361581-01
CITY OF THE COLONY FINANCE DEPT
6800 MAIN ST
THE COLONY, TEXAS 75056-1133
ryan.hinojosa@holtcat.com
817-692-8102
One (1) New Caterpillar Inc Model: 420 Backhoe Loader with Hammer
LIST PRICE MACHINE $212,352.00
LIST PRICE HAMMER $19,119.00
SOURCEWELL CONTRACT- 020223 CAT 22% MACHINE ($46,717.44)
SOURCEWELL CONTRACT- 020223 CAT 15% ATTACHMENT ($2,867.85)
ADDITIONAL HOLT DISCOUNT ($15,105.71)
TOTAL PURCHASE PRICE $166,780.00
WARRANTY
Standard Warranty: 12 Month/Unlimited Hours Total Machine
MACHINE SPECIFICATIONS
DESCRIPTION REF.#
420 07A BHL CFG2 542-7992
PRODUCT LINK, CELLULAR, PLE643 639-4880
CUTTING EDGE, TWO PIECE,WIDE 9R-5320
INSTRUCTIONS, ANSI 559-0872
BELT, SEAT, 2'' SUSPENSION 206-1747
STABILIZER PADS, FLIP-OVER 9R-6007
SERIALIZED TECHNICAL MEDIA KIT 421-8926
SHIPPING/STORAGE PROTECTION 461-6839
RUST PREVENTATIVE APPLICATOR 462-1033
PACK, DOMESTIC TRUCK 0P-0210
LANE 3 ORDER 0P-9003
TRIM PACKAGE 4 642-9589
ENG, 82KW, C3.6, T4F 542-7780
TIRES, 12.5 80/19.5L-24, GY 379-2161
COUPLER, PG, HYDR.D.LOCK, BHL 485-5303
BEACON, AMBER LED 634-6334
FAN 387-6682
72
Page 2
DESCRIPTION REF.#
DISPLAY, SECURITY, ENABLED 573-0397
BATTERY, HEAVY DUTY 516-5913
CARRIAGE, PAL CL3, 61'', IT 6W-8832
FORK TINE, 2'' X 5'' X 48'' 195-6935
LINES, CPLR, 14' EXT PILOT 555-2396
BUCKET-GP, 1.5 YD3, IT 251-1794
BUCKET-HD, 30'', 8.2 FT3 219-3388
BRACKET, BL, 45-50MM, XL 564-9842
HAMMER, B9S 532-9209
LINES, B9 HAMMER, BL 532-9282
4D 30 BOCE WOODS
STANDARD EQUIPMENT
BOOMS, STICKS, AND LINKAGES
BACKHOE LOADER
- 14'4'' Center pivot backhoe - Single Tilt Loader
4.3 Meters - Lift cylinder brace
- Boom and swing transport locks - Self-leveling loader with single
- Pilot operated backhoe and lever control
electro hydraulic stabilizer controls - Return-to-dig
- Street type stabilizer shoes (automatic bucket positioner)
- Anti-drift hydraulics (boom, stick, - Transmission neutralizer switch
and E-stick) - Bucket level indicator
- Cat Cushion Swing(tm) system
POWERTRAIN
- Water separator - Torque converter
- Thermal starting aid system - Transmission-four speed manual shift
- Dry type axial seal air cleaner with - Neutral safety switch
integral precleaner - Spin-on filters for
- Automatic dust ejection system Fuel
- Filter condition indicator Engine oil
- Hydraulically boosted multi-plate Transmission oil
wet disk brake with dual pedals & - Outboard Planetary Rear Axles
interlock - Diesel particulate filter
- Differential lock - Hydrostatic power steering
HYDRAULICS
- Pilot hoe and mechanical loader - Caterpillar XT-3 hose
controls - Hydraulic oil cooler
- Load sensing, variable flow system - Pilot control shutoff switch
with 43 gpm (162 L/min) axial piston - Flow-sharing hydraulic valves
pump - Hydraulic suction strainer
- 6 micron hydraulic filter
73
Page 3
ELECTRICAL
- 12 volt electrical start - Audible system fault alarm
- Horn, front and rear - Key start/stop system
- Backup alarm - 850 CCA maintenance free battery
- Hazard flashers/turn signals - Battery disconnect switch
- Halogen head lights (2) - External Power Receptacle (12v)
- Halogen rear flood lights (2) - Diagnostic ports for engine and
- Stop and tail lights machine Electronic Control Modules
OPERATOR ENVIRONMENT
- Interior rearview mirror - Automatic Engine Speed Control
- ROPS canopy, Rear Fenders - One Touch Low Idle
- 2-inch (50mm) retractable seat belt - Floor mat and Coat Strap
- Tilt steering column - Lockable storage area
- Steering knob - Air suspension seat
- Hand and foot throttle
FLUIDS
- Antifreeze - Extended Life Coolant -20F (-30C)
OTHER STANDARD EQUIPMENT
- Standard Storage Box guard
- Transport tie-down points - CD-ROM Parts Manual
- Ground line fill fuel tank with - Safety Manual
42.3 gal (160L) capacity & 5 gal (19L) - Operations and Maintenance Manual
diesel exhaust fluid - Lockable hood
- Rubber impact strips on radiator - Tire Valve Stem Protection
74
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO AWARD
A PURCHASE TO HOLT CAT FOR A MODEL 420 BACKHOE LOADER
WITH HAMMER; AND PROVIDING AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, THAT:
Section 1. That the City Council of the City of The Colony, Texas hereby authorizes the City
Manager to award a purchase to Holt CAT in the amount of $166,780.00 for the purchase of a Model
420 Backhoe with Hammer.
Section 2. That the City Manager and/or his designee are authorized to award said
purchase.
Section 3. This resolution shall take effect immediately from and after its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, THIS 16th DAY OF DECEMBER 2025.
____________________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
___________________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
___________________________________________
Jeffrey L. Moore, City Attorney
75
Agenda Item No: 4.9
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Finance
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to award a purchase to Classic Chevrolet
for a Maintainer/Crane Truck in the amount of $213,289.23 utilizing the City of Denton Contract #8455.
(Whitt)
Background:
The Water Distribution and Wastewater Departments have identified the need for a Maintainer/Crane
Truck to support critical maintenance and operational functions across multiple facilities. This vehicle will
serve as a shared asset between Water Distribution and Wastewater, maximizing efficiency and
reducing downtime for essential infrastructure. Water Distribution will primarily use the truck for fire
hydrant maintenance and related field operations. Wastewater will utilize the truck for pulling pumps at
the City's 13 lift station locations for routine inspections, repairs, and transport to the shop as necessary.
Additionally, the truck will be used at the wastewater treatment plant for pulling pumps and handling
heavy equipment or materials as needed. The acquisition of this vehicle will enhance safety, streamline
workflows, and improve the department's ability to respond quickly to operational needs. Classic
Chevrolet has provided pricing for the Maintainer/Crane Truck under the City of Denton Contract #8455,
a competitively bid agreement that satisfies all procurement requirements. Leveraging this contract
ensures the City receives compliant and cost-effective pricing.
Attachments:
Maintainer Truck Quote Classic Chevrolet.pdf
Res. 2025-xxx Classic Chevrolet.docx
76
77
78
79
80
81
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO AWARD
A PURCHASE TO CLASSIC CHEVROLET FOR A
MAINTAINER/CRANE TRUCK; AND PROVIDING AN EFFECTIVE
DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, THAT:
Section 1. That the City Council of the City of The Colony, Texas hereby authorizes the City
Manager to award a purchase to Classic Chevrolet in the amount of $213,289.23 for a
maintainer/crane truck.
Section 2. That the City Manager and/or his designee are authorized to award said
purchase.
Section 3. This resolution shall take effect immediately from and after its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, THIS 16th DAY OF DECEMBER 2025.
____________________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
___________________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
___________________________________________
Jeffrey L. Moore, City Attorney
82
Agenda Item No: 4.10
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Finance
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution authorizing the City Manager to award a purchase to Bruckner's Truck &
Equipment for two 26' MD6 Dump Trucks and one 26' MD7 Tractor in the amount of $340,602.53,
utilizing HGAC Contract #HT06-2026. (Whitt)
Background:
The Streets and Drainage Department has identified the need for additional heavy-duty equipment to
support growing operational demands and improve efficiency in field operations. This request includes
the purchase of two 26' MD6 Dump Trucks and one 26' MD7 Tractor, all of which are new additions to
the department's fleet. The MD6 Dump Trucks will be used primarily for hauling concrete waste
generated during street, alley, and sidewalk repairs, as well as transporting base materials needed for
roadway reconstruction and maintenance projects. These units will significantly improve the department's
ability to move materials efficiently, reduce turnaround times, and support larger-scale projects. The MD7
Tractor will be used for transporting equipment and supplies to and from jobsites, enabling staff to
mobilize more efficiently and respond more effectively to operational needs. This tractor will enhance the
department's ability to support multiple crews working simultaneously across the city. Bruckner's Truck &
Equipment has provided pricing for all units under HGAC Contract #HT06-2026, a competitively bid
cooperative purchasing agreement that satisfies all procurement requirements. Utilizing this contract
ensures cost-effective and compliant pricing.
Attachments:
26' MACK MD6 DUMP PRICING BINDER.pdf
26' MACK MD6 DUMP PRICING BINDER 2ND UNIT.pdf
26' MACK MD7 TRACTOR PRICING BINDER.pdf
Res. 2025-xxx Bruckner's Truck & Equipment.docx
83
Bruckner's Truck & Equipment
Retail Proposal
Date:
Name:Stock #:68933 UNITID 1333540
Name:
Address:Year:2026 BODY DUMP
CSZ:Make:
Phone:Cell:Model:
Fax:Contact:VIN:
Email:Salesperson:
Wheelbase:Frame:Interior Trim:Wheels Front:Wheels Rear:Tire Size:Tire Front:
Tire Rear:
Each Multiple Total
$111,632.00 $111,632.00
Allowances:-
VIN:
Make:
Model:
Payoff:
Quantity 1
OTHER CHARGES:
284.05 284.05
Type:- -
Insurance Type:- -
507.97 507.97
$112,424.02 $112,424.02
A documentary fee is not an official fee.A documentary fee is not required by law,but may be charged to buyers for handling documents and performing services
relating to the closing of a sale.A documentary fee may not exceed $300 for a motor vehicle contract or a reasonable amount agreed to by the parties for a heavy
commercial vehicle contract.This notice is required by law.The pricing provided herein is per the attached spec and subject to government-mandated adjustments,
and any freight adjustments or raw material surcharges imposed by the original equipment manufacturer.Written notice will be given for any such adjustments or
surcharges.
Dealer Inventory Tax and Doc Fe
Cash Down Payment:
TOTAL:
Tax, Title, and License Fees (Estimated):
Date:_______________________________ Date:_______________________________
Dealer Signature:_______________________________ Customer Signature:_______________________________
Purchase Coverage
MD642 CLASS 6
joerum@thecolonytx.gov
Front Axle:
VGT TURBO EXHAUST BRAKE2500 RDS 6 SP-ALLISON GEN 6
19000# (8618 kg) MERITOR MS-19-14X BRIDGESTONE R268 ECOPIA (12350 lbs5.57
Rear Suspension:
EQUIPMENT SPECIFICATIONS
CUMMINS ISB 6.7
PREMIUM SATIN FINIFH INTERIOR TRIM
6800 Main Street
972-624-3145
The Colony, Texas 75056
Year:
Ratio:
Engine Make:Horsepower:
Trade-In Information:Trade 1:
19000# (8618kg) MULTILEAF
10,000LB MERITOR MFS+ 4500 KG
Chassis Includes the Following Local Extras:
Engine Brake:Transmission:22.5x8.25 ACCURIDE, 51487x WHITE
151" Wheelbase (84" CA) 50" After-frameSTEEL - 260MM X 70MM X 7MM
BRIDGESTONE M760 ECOPIA (23360 lbs
22.5x8.25 ACCURIDE, 51487x WHITE
October 6, 2025
280HP @ 2600RPM (GOV) 660 LB-FT
Trade 2:
CITY OF THE COLONY
Joseph Oerum
Rear Axle:
EQUIPMENT INFORMATION
1M2MDBAA2TS018979
CUSTOMER INFORMATION
MACK
MANUEL CERRILLO
11R22.5 STEER AND REAR
Financing Available!
Scan QR Code to Complete an Application
PRICING INCLUDES DELIVERY TO THE COLONY WITH TEXAS REGISTRATION 25,999 #
-OX BODIES DUMP BED WITH UP TO 8YD CAPACITY
-ELECTRIC MOUNTAIN TARP SYSTEM
84
PREPARED FOR
6800 Main Street
THE COLONY
THE COLONY
QUOTE INFORMATION
PREPARED BY
BRUC2025001032F286
MD6 42R
BRUCKNER TRUCK SALES, INC.
3611 IRVING BLVD
DALLAS
TX 750561133
DATE
TX 75247-5919
Qty: 1
11/10/2025
CUSTOMER
PROPOSAL
85
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
MODEL DEFINING DESCRIPTION FRONT REAR
S 425002 425 PARK BRAKE ALARM TO SOUND WHEN DRIVER DOOR OPENED &
PARKING BRAKE NOT ON 0 0
WEIGHT (LB)
APPLICATION PACKAGES DESCRIPTION FRONT REAR
S GSXC1X CHASSIS HEIGHT DOCK HEIGHT 0 0
WEIGHT (LB)
CUSTOMER/VEHICLE INFO DESCRIPTION FRONT REAR
S 002GN2 CHASSIS (BASE MODEL)MD642 - GEN2 - 42R MEDIUM DUTY, CLASS 6 w/ 6.7L, (MAX
25,995lbs GVWR) 107" BBC 2,095 552
S 99XE1X ASSEMBLY PLANT FACTORY USA (RV, MACK)0 0
0050L5 VEHICLE USE & BODY/TRAILER
TYPE DUMP TRUCK 0 0
0342A2 VEHICLE VOCATION CONSTRUCTION SERVICE 0 0
S MP2001 CUSTOMER FLEET SIZE DEALER FLEET WITH LESS THAN 25 VEHICLES IN OWN FLEET OF
ANY VEHICLE BRAND 0 0
S 013001 TYPE OF SERVICE COMMERCIAL 0 0
694DDD Order Subject to Meeting All Mack
Policies, Terms and Conditions,
Including but not Limited to Applicable CARB and/or Section 177
States' Regulation requirements 0 0
M84043 INTENDED REGISTRATION
LOCATION TEXAS 0 0
S M98018 WARRANTY REGISTRATION
LOCATION USA - WARRANTY REGISTRATION LOCATION 0 0
MBT05T EMISSION WARRANTY
CERTIFICATION EPA (only) Cummins Diesel 6.7L 0 0
S 5050B5 INITIAL REGISTRATION LOCATION USA REGISTRATION 0 0
S 534014 LANGUAGE-PUBS/DECAL/SIGNS ENGLISH 0 0
S 032A99 OPERATING TERRAIN GRADE
CONDITIONS CITY, STARTING GRADES<6%0 0
S 033A20 LOADING SURFACE FACTOR ASPHALT LOADING AND / OR UNLOADING SURFACE 0 0
02600W SALES PROMOTION 2025 Q1 Stocking Program 0 0
WEIGHT (LB)
ENGINE & TRANSMISSION DESCRIPTION FRONT REAR
S 78AC5X EMISSION ON BOARD DIAG
CONTROL EMISSION OBD, DISPLAY ONLY, USA2016 0 0
1003K0 ENGINE / MOTOR ISB6.7-280 DIESEL CUMMINS 280HP @ 2600RPM (GOV) 660 LB-FT,
US21 1,597 -39
1361U6 TRANSMISSION 2500 RDS 6 SP-ALLISON RUGGED DUTY SERIES GEN 6 (WITH PTO
PROVISIONS)307 91
S E7EA1X FUELSENSE CALIBRATION ALLISON FUELSENSE, NEUTRAL AT STOP 0 0
S B1EC1X TRANSM AUTO NEUTRAL ON P-
BRAKE AUTO NEUTRAL SINGLE INPUT WITH SHIFT SELECTOR OVERRIDE 0 0
WEIGHT (LB)
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION FRONT REAR
HTXB2X ENGINE BRAKE TYPE VGT TURBO EXHAUST BRAKE (DIESEL ONLY)0 0
JDXA1X CRUISE CONTROL CRUISE CONTROL 0 0
S 132AB9 ALTERNATOR DELCO 12V 160A (28SI) BRUSH-TYPE 0 0
3180A8 BATTERY DISCONNECT SWITCH BATTERY DISCONNECT SWITCH 5 0
S NCXD1X STARTER MOTOR 12 VOLT MELCO STARTER (MITSUBISHI ELECTRIC)0 0
MD6 42R
TECHNICAL SPECIFICATION
PRICELIST DATE QUOTATION DATE
20240812 BRUC2025001032F286 11/10/2025
PAGE
2 of 17 86
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION FRONT REAR
S 5NXB7X ENGINE BLOCK HEATER 120 VOLT / 0.75 KW, ENGINE BLOCK HEATER 3 0
TYXE1X POWER TAKE OFF CONTROL POWER TAKE OFF TRANSMISSION CONTROL, PREP KIT F/SINGLE
PTO 0 0
WEIGHT (LB)
AXLE & SUSPENSION DESCRIPTION FRONT REAR
S 2400R0 FRONT AXLE 10,000LB MERITOR MFS+ 4500 KG 1,156 0
S 2440B4 SPRINGS - FRONT MACK TAPERLEAF 10000# (4500 KG) GROUND LOAD RATING 0 0
S 2410A1 FRONT AXLE BRAKES MERITOR "S" CAM TYPE 16.5" x 5" Q+0 0
S 1JAAAX PARKING BRAKE VALVE PARKING BRAKE VALVE, 1 YELLOW KNOB, ALL PARKING 0 0
S 698078 ANTILOCK BRAKE SYSTEM BENDIX WITH TRACTION CONTROL 4S4M 9 5
2520L2 REAR AXLE - SINGLE 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK)
CASING 9.5mm 0 1,173
260AQ0 REAR SUSPENSION - SINGLE 19000# (8618kg) MULTILEAF 0 466
ZAX99X SUSPENSION LEVELLING DEVICE
(CA in PC29 only)WITHOUT SUSPENSION LEVELLING DEVICE 0 0
S 253AA4 BRAKES - REAR MERITOR "S" CAM 16.5"x7" Q+0 0
S TAXNFX REAR AXLE RATIO RATIO 5.57, REAR AXLE 0 0
WEIGHT (LB)
CHASSIS EQUIPMENT DESCRIPTION FRONT REAR
DPF07F DPF DIESEL PARTICULATE FILTER CUMMINS SINGLE MODULE E.A.T.S. RH SIDE UNDER CAB US17 (7L
over 271HP only!!)64 95
S 130AA9 EXHAUST UNDERFRAME RIGHT SIDE INBOARD MOUNTED (Diesel engines only)0 0
EAXB1X AUXILIARY SWITCH WIRING AUXILIARY CIRCUIT SWITCHES 0 0
S L3XN3X BODY BUILDER MODULE EL PREP KIT, TMC RP1404 EL. INTERFACE NO BODYBUILDER
MODULE 0 0
WEIGHT (LB)
FRAME EQUIPMENT & FUEL TANKS DESCRIPTION FRONT REAR
271151 WHEELBASE 151" Wheelbase (84" CA) 50" After-frame 322 419
S 274184 FRAME RAILS STEEL - 260MM X 70MM X 7MM -- (10.24" X 2.75" X 0.275" ); RBM
1,258,000 LB-IN 0 0
JVXC1X PRIMARY FUEL FILTER DAVCO 245 FUEL FILTER/SEP/PRIME PUMP/12V PRE-HEAT (Diesel
engines only)16 0
S 288AC2 FUEL TANK - LH 50 GALLON (190 L) 22" ALUMINUM ROUND 113 56
WEIGHT (LB)
CAB INTERIOR DESCRIPTION FRONT REAR
S 198048 SPEEDOMETER -&- GAUGES -
UNIT(s) OF MEASURE U.S. UNITS (PREDOMINANT)0 0
S MCQ01Q LANE SUPPORT SYSTEM (LSS)WITHOUT LANE SUPPORT SYSTEM 0 0
5RXA1X BACK-UP ALARM BACK-UP ALARM 0 0
S PVXA2X AIR RESTRICTION INDICATOR MECHANICAL, GRADUATED, ON FILTER 0 0
S LSXH1X DAYTIME RUNNING LIGHTS DRL WHEN ENGINE RUNNING & PARK BRAKE OFF 0 0
40XAIX FIRE EXTINGUISHER HAND FIRE EXTINGUISHER 2.2 KG (5LB) ENGLISH DECAL, ABC 0 0
4VX31X WARNING TRIANGLE THREE WARNING TRIANGLES 0 0
S F8XAVX AUDIO SYSTEM RADIO, AM/FM, MP3, WEATHER BAND, W/ MUTE IN REVERSE 0 0
PRICELIST DATE QUOTATION DATE
20240812 BRUC2025001032F286 11/10/2025
PAGE
3 of 17 87
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
CAB INTERIOR DESCRIPTION FRONT REAR
S 5EAA1X AUDIO INTEGRAT. PHONE
HANDSFRE AUDIO INTEGRATED HANDSFREE PHONE, BLUETOOTH 0 0
S 5FAA1X AUDIO COMMUNICATION
CONNECTOR AUDIO COMMUNICATION CONNECTOR, USB AUDIO 0 0
S D6XS1X COMMUNICATION EQUIPMENT FACTORY INSTALLED GEOTAB FLEET MANAGEMENT SYSTEM 0 0
S 00401E INTERIOR TRIM PREMIUM SATIN FINIFH INTERIOR TRIM, WITH OVERHEAD
STORAGE CONSOLE 0 0
S 19603E SEAT - DRIVER'S MACK-AIR, VINYL HIGH BACK, 1 CHAMBER AIR LUMBAR 82 0
3ZXG2X DRIVER SEAT MACK DRIVERS SEAT, AIR SUSPENDED 0 0
U3CA1X DRIVERS SEAT UPHOLSTERY DRIVERS SEAT UPHOLSTERY, VINYL 0 0
S 19703R SEAT - PASSENGER'S MACK-FIXED, VINYL HIGH BACK 29 0
34XB1X PASSENGER SEAT FIXED PASSENGER SEAT 0 0
U4CA1X PASSENGERS SEAT UPHOLSTERY PASSENGERS SEAT UPHOLSTERY, VINYL 0 0
S 59200E SEAT BELT(S)ALL SEAT BELTS - ADJUSTABLE D-RING, BLACK 0 0
S XRXB1X STEERING WHEEL ADJUSTMENT TILT / TELESCOPIC STEERING COLUMN 0 0
S LYXF1X STEERING WHEEL SWITCHES FLAT BOTTOM STEERING WHEEL, WITH BUTTON CONTROLS 0 0
WEIGHT (LB)
CAB EXTERIOR DESCRIPTION FRONT REAR
S 438003 CAB SUSPENSION TYPE CAB SUSPENSION TYPE, AIR 0 0
P8XB8X HEADLAMPS HEADLAMPS, LED - HEATED 0 0
S 6MEB4X HOOD RADIATOR GRILLE, FINISH HOOD RADIATOR GRILLE FINISH, MATTE BLACK 0 0
S W9EAFX FRONT BUMPER FINISH STEEL FRONT BUMPER, PAINTED GLOSS BLACK 0 0
S 42400Q DOOR / WINDOW FEATURES ELECTRIC WINDOWS AND DOOR LOCKS 0 0
S Q4XADX DOOR WINDOW FRONT PEEP WINDOW ON PASSENGER SIDE DOOR 0 0
1520F2 MIRRORS - EXTERIOR HEATED AND MOTORIZED MIRRORS BOTH SIDES, BLACK (Anthem
mirror)29 0
S 58700D GRAB HANDLES EXTERIOR GRAB & DOOR HANDLES 0 0
WEIGHT (LB)
WHEELS & TIRES DESCRIPTION FRONT REAR
900AS0 TIRES BRAND/TYPE - FRONT 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs) (Total for QTY =
2)243 0
5310Y1 WHEELS - FRONT 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC
(Total for QTY = 2)128 0
FWT002 FRONT AXLE TIRE & WHEEL
QUANTITY TWO FRONT TIRES & WHEELS 0 0
901090 TIRES BRAND/TYPE - REAR 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
(Total for QTY = 4)0 538
346176 WHEELS - REAR 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC
(Total for QTY = 4)0 256
RWT004 REAR AXLE TIRE & WHEEL
QUANTITY FOUR REAR AXLE TIRES & WHEELS 0 0
WEIGHT (LB)
PAINT DESCRIPTION FRONT REAR
S 924014 PAINT TYPE SOLID PAINT 0 0
S 944CQ2 PAINT COLOR - FIRST COLOR GLACIER WHITE; P3029 0 0
PRICELIST DATE QUOTATION DATE
20240812 BRUC2025001032F286 11/10/2025
PAGE
4 of 17 88
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
BASE WARRANTY & PURCHASED COVERAGES DESCRIPTION FRONT REAR
S M58038 ENGINE TOWING WARRANTY CUMMINS ENGINES (Contact Cummins for Standard Warranty and
Extended Coverage Details)0 0
S 898002 VEHICLE WARRANTY TYPE NORMAL DUTY WARRANTY CLASSIFICATION 0 0
S M50AQ7 BASIC CHASSIS COVERAGE CHASSIS PLAN 24 MO/UNLIMITED MI NORMAL DUTY PROTECTION
PLAN 0 0
M51I23 ENGINE WARRANTY EPA-PROTECTION PLAN 1,B6.7 + AFTERTREATMENT,60 MO/150K
MI/241,400 KM 0 0
S M52032 EMISSION COMPONENT
COVERAGE
CUMMINS ENGINES (Contact Cummins for Standard Warranty and
Extended Coverage Details)0 0
S M540B4 TRANSMISSION WARRANTY ALLISON TRANSMISSIONS (Contact Allison Transmission for standard
warranty and extended coverage data 0 0
S M560V6 AIR CONDITIONING WARRANTY AIR CONDITIONING STANDARD COVERAGE (Sealed System Only)
24 MONTHS UNLIMITED MILEAGE 0 0
S M57028 CHASSIS TOWING WARRANTY STANDARD CHASSIS TOWING 90 DAYS OR 5,000 MILES 0 0
WEIGHT (LB)
SERVICES DESCRIPTION FRONT REAR
S S02011 MACK ONECALL AND ASIST MACK ONECALL AND ASIST - 12 MONTH 0 0
S S06035 PARTNERED SERVICES GEOTAB FOR MACK TRUCKS - 6 MONTH 0 0
FRONT / REAR AXLE WEIGHTS (LB)6191 3607
TOTAL WEIGHT (LB)9798
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION SUMMARY
Model CS 42R MEDIUM DUTY, CLASS 6
Gross Combination Weight TRUCK ONLY - NO TRAILER TOWING PROVISIONS PROVIDED
Vehicle Application CITY, STARTING GRADES<6%
Body/Trailer Type DUMP TRUCK
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING SURFACE
Engine ISB6.7-280 DIESEL CUMMINS 280HP @ 2600RPM (GOV) 660 LB-FT, US21
Peak Power HP 280.0 @ 2250 - 2450
Peak Torque Newton Meters 896 @ 1600
Transmission 2500 RDS 6 SP-ALLISON RUGGED DUTY SERIES GEN 6 (WITH PTO PROVISIONS)
Rear Axle 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK) CASING 9.5mm
Rear Axle Ratio 5.57
Rear Tire 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
Tire Revolutions per Mile 493
Total Reduction 3.56
CALCULATED PERFORMANCE SUMMARY
Speed UOM RPM Desired / Recommended
Value Status
Engine RPM @ 65 MPH 65.2 MPH 1909
Engine RPM @ Desired Cruise Speed 70.2 MPH 2054 1500 - 2600 rpm OK
Engine RPM @ Road Speed Limit (RSL)70.2 MPH 2054 < 2400 rpm OK
Sweet Spot Cruise Speed Range in Top Gear 51.3 - 88.9 MPH 1500 - 2600
Top Gear Speed Range 51.3 - 82.0 MPH 1500 - 2400 74.6 MPH OK
Minimum Practical Speed In Reverse 2.6 MPH 600
Maximum Practical Speed in Reverse 10.3 MPH 2400
Minimum Practical Speed In Lowest Forward Gear 2.2 MPH 600
Maximum Practical Speed In Lowest Forward Gear 8.6 MPH 2400
Concrete / Asphalt UOM
Wheel HP Required at (65 MPH) Cruise Speed 192.2 / 201.5 HP
Wheel HP Required at (75 MPH) Road Speed Limit 192.2 / 201.5 HP
Wheel HP Required at (92 MPH) Top Speed 288.8 / 300.1 HP
Inputs Required DWGRef Inputs UOM
Vehicle Type Aero Muscle Hood - Roof Fairing
(0.60)MPH
Performance Level >67 MPH / >108KPH MPH
Frontal Area 110.0 FEET²
Accessory Power Loss 11.0 HP
PERFORMANCE - PREDICTOR
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION SUMMARY
Gradeability Recommended Min. Gradeability in
Top Gear
Maximum in Top Gear (Concrete)3.0%1.9%OK
Maximum in Top Gear (Asphalt)2.9%1.9%OK
Startability Recommended Min. Startability
In Lowest Gear 32.0%6.0%CHECK!
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING
SURFACE
Recommended Speed on 1.5% Grade
Speed on a 1.5% Grade (Concrete)64.1 MPH >67 MPH CHECK!
@1875 rpm in 7th gear PL5
Suggested Value for Gear Down Vehicle Speed RSL - 10
Driveability Rating Status
100% Max Power available after shift CAUTION!
>95% Very Good >90% Acceptable
Performance Level Recommended Speed on 1.5% Grade Min. Gradeability in Top Gear
PL5 - High Performance >67 MPH 1.9%
PL4 - Performance 61 - 67 MPH 1.7%
PL3 - Economy 54 - 60 MPH 1.5%
PL2 - Fleet / Construction 47 - 53 MPH 1.3%
PL1 - Heavy Haul 40 - 46 MPH 1.1%
PERFORMANCE - PREDICTOR (cont.)
PRICELIST DATE QUOTATION DATE
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RPM at 65 MPH
RPM at Cruise Speed
MPH RPM
Minimun of Engine Range 51.3 1500.00
Minimum of Economy Range 51.3 1500.00
Cruise Speed 70.2 2054.39
Maximum of Economy Range 88.9 2600.00
Road Speed Limit 70.2 2054.39
Maximum of Engine Range 82.0 2400.00
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
Front Frame Extension FE 0.0 INCHES
Bumper to Front Axle BA 40.0 INCHES
Eff. Bumper to Front Axle N/A 40.0 INCHES
Wheelbase WB 151.0 INCHES
Rear Overhang OH 50.0 INCHES
Overall Length OL 241.0 INCHES
Bumper to Back of Cab BBC 107.0 INCHES
Eff. Bumper to Back of Cab EBBC 107.0 INCHES
Eff. Cab to Rear Axle ECA 84.0 INCHES
Eff. Front Axle to Back of Cab EAC 67.0 INCHES
Eff. Cab to End of Frame ECEF 134.0 INCHES
Unladen Frame Height FH 40.9 INCHES
Cab Height CH 69.1 INCHES
Overall Height OVH 110.0 INCHES
Driver CG DCG 59.1 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Sales Code Dwg Ref Left Value(in)Right Value(in)
Wheelbase N/A WB 151.0 151.0
Available Rail Space Right N/A ARSR N/A 68.9
Available Rail Space Left N/A ARSL 58.8 N/A
Eff. Front Axle to Back of Cab N/A REF 67.0 67.0
Front Axle To Fender 001AA3 N/A 30.0 30.0
Battery Box 001AA3 N/A 0.0 25.0
50 GALLON (190 L) 22" ALUMINUM ROUND / TRUCK 288AC2 / 001AA3 N/A 41.0 0.0
Ad-Blue Tank 001AA3 N/A 0.0 6.0
Drive Tire Radius 901090 N/A 21.1 21.1
Top View image is intended for illustration purposes only and is not presented to scale. Wheelbase, Axle Spacing and After frame
are not shown as specified, but are a representation. Customer Adaptation (CA) options and relocated components are not
represented in these images. Most CA options impact the variation of the image, thus an image may not populate. Calculations
are approximate to a tolerance of ± 4 inches due to component mounting variation. Certain chassis component options are NOT
represented in the Top View image, such as, but not exclusive to, Front Frame Extensions, Fuel Water Separators, Air Dryers,
PTOs, Fifth Wheels, Chassis Fairings, Toolboxes, Trailer Connections. For further information on these items and their respective
locations on your specification, please refer to the data sheets associated with those items in the configurator.
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Rear
Description Sales Code Dwg Ref Unladen Laden UOM
Tire Radius 901090 A 21.1 19.6 INCHES
Suspension Height 260AQ0 B 9.5 8.0 INCHES
Frame Depth YBXD1X C 10.2 10.2 INCHES
Total Height N/A E 40.9 37.8 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
SAE Turning Radius A*22.7 FEET
Adjusted Turning Radius A 22.8 FEET
Curb-to-Curb Diameter B 46.5 FEET
Wall-to-Wall Diameter C 54.8 FEET
Tests have shown that the true location of the turning center is further to the rear than midway between drive axle sets (where
applicable)
The actual location of the turning center depends on:
• Whether the drive tire equipment is single or dual.
• The overall load distribution for the vehicle (front/rear, between drive axles) in a loaded condition
• Manufacturing tolerances within the steering components
PRICELIST DATE QUOTATION DATE
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CALCULATED PERFORMANCE SUMMARY
Tare Weights Front Axle Rear Axle
(s)Total UOM
Chassis 6191 3607 9798 LB
Driver(s) & Equipment Weight 123 79 201 LB
Fuel 303 40 342 LB
Body/Trailer -419 3921 3501 LB
Total Tare 6196 7646 13841 LB
Payloads
First Body Payload -1455 13610 12155 LB
Total - Lift Axles Down 4741 21255 25995 LB
GAWR 10000 15996 25995 LB
Inputs Required DWGRef Inputs UOM
Driver(s) & Equipment Weight 201 LB
Total Body Length TL 16.4 FEET
Body Tare Weight 3501 LB
Front of Body to Body CG BODY CG 96.0 INCHES
Additional Clearance from Back of Exhaust to Front of Body BC 6.0 INCHES
VEHICLE SPECIFICATION SUMMARY
Description Description Dwg Ref Length UOM
Bumper to Front Axle N/A BA 40.0 INCHES
Wheelbase N/A WB 151.0 INCHES
Rear Overhang N/A OH 50.0 INCHES
Bumper to Back of Cab N/A BBC 107.0 INCHES
BOC Exhaust Space 130AA9 N/A 0.0 INCHES
Driver CG from Front Axle N/A DCG 59.1 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Sub-Category Sales Code Sales Code Description Value UOM
Front Axle 2400R0 10,000LB MERITOR MFS+ 4500 KG 10000 LB
Front Suspension 2440B4 MACK TAPERLEAF 10000# (4500 KG) GROUND LOAD RATING 10000 LB
Front Tires 900AS0 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs)12351 LB
Front Wheels 5310Y1 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC 14801 LB
Front GAWR 10000 LB
Rear Axle 2520L2 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK) CASING 9.5mm 19000 LB
Rear Suspension 260AQ0 19000# (8618kg) MULTILEAF 19000 LB
Rear Tires 901090 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)23369 LB
Rear Wheels 346176 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC 29601 LB
Rear GAWR 19000 LB
Truck GVWR 25995 LB
Gross Combination Weight Rating 0 LB
Tax Value GVWR (USA FET Only)29000 LB
PRICELIST DATE QUOTATION DATE
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102
Bruckner's Truck & Equipment
Retail Proposal
Date:
Name:Stock #:68499 UNITID 1333539
Name:
Address:Year:2026 BODY DUMP
CSZ:Make:
Phone:Cell:Model:
Fax:Contact:VIN:
Email:Salesperson:
Wheelbase:Frame:Interior Trim:Wheels Front:Wheels Rear:Tire Size:Tire Front:
Tire Rear:
Each Multiple Total
$111,632.00 $111,632.00
Allowances:-
VIN:
Make:
Model:
Payoff:
Quantity 1
OTHER CHARGES:
284.05 284.05
Type:- -
Insurance Type:- -
507.97 507.97
$112,424.02 $112,424.02
A documentary fee is not an official fee.A documentary fee is not required by law,but may be charged to buyers for handling documents and performing services
relating to the closing of a sale.A documentary fee may not exceed $300 for a motor vehicle contract or a reasonable amount agreed to by the parties for a heavy
commercial vehicle contract.This notice is required by law.The pricing provided herein is per the attached spec and subject to government-mandated adjustments,
and any freight adjustments or raw material surcharges imposed by the original equipment manufacturer.Written notice will be given for any such adjustments or
surcharges.
Dealer Inventory Tax and Doc Fe
Cash Down Payment:
TOTAL:
Tax, Title, and License Fees (Estimated):
Date:_______________________________ Date:_______________________________
Dealer Signature:_______________________________ Customer Signature:_______________________________
Purchase Coverage
MD642 CLASS 6
joerum@thecolonytx.gov
Front Axle:
VGT TURBO EXHAUST BRAKE2500 RDS 6 SP-ALLISON GEN 6
19000# (8618 kg) MERITOR MS-19-14X BRIDGESTONE R268 ECOPIA (12350 lbs5.57
Rear Suspension:
EQUIPMENT SPECIFICATIONS
CUMMINS ISB 6.7
PREMIUM SATIN FINIFH INTERIOR TRIM
6800 Main Street
972-624-3145
The Colony, Texas 75056
Year:
Ratio:
Engine Make:Horsepower:
Trade-In Information:Trade 1:
19000# (8618kg) MULTILEAF
10,000LB MERITOR MFS+ 4500 KG
Chassis Includes the Following Local Extras:
Engine Brake:Transmission:22.5x8.25 ACCURIDE, 51487x WHITE
151" Wheelbase (84" CA) 50" After-frameSTEEL - 260MM X 70MM X 7MM
BRIDGESTONE M760 ECOPIA (23360 lbs
22.5x8.25 ACCURIDE, 51487x WHITE
October 6, 2025
280HP @ 2600RPM (GOV) 660 LB-FT
Trade 2:
CITY OF THE COLONY
Joseph Oerum
Rear Axle:
EQUIPMENT INFORMATION
1M2MDBAAXTS019006
CUSTOMER INFORMATION
MACK
MANUEL CERRILLO
11R22.5 STEER AND REAR
Financing Available!
Scan QR Code to Complete an Application
PRICING INCLUDES DELIVERY TO THE COLONY WITH TEXAS REGISTRATION 25,999 #
-OX BODIES DUMP BED WITH UP TO 8YD CAPACITY
-ELECTRIC MOUNTAIN TARP SYSTEM
103
PREPARED FOR
6800 Main Street
THE COLONY
THE COLONY
QUOTE INFORMATION
PREPARED BY
BRUC2025001032F286
MD6 42R
BRUCKNER TRUCK SALES, INC.
3611 IRVING BLVD
DALLAS
TX 750561133
DATE
TX 75247-5919
Qty: 1
11/10/2025
CUSTOMER
PROPOSAL
104
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
MODEL DEFINING DESCRIPTION FRONT REAR
S 425002 425 PARK BRAKE ALARM TO SOUND WHEN DRIVER DOOR OPENED &
PARKING BRAKE NOT ON 0 0
WEIGHT (LB)
APPLICATION PACKAGES DESCRIPTION FRONT REAR
S GSXC1X CHASSIS HEIGHT DOCK HEIGHT 0 0
WEIGHT (LB)
CUSTOMER/VEHICLE INFO DESCRIPTION FRONT REAR
S 002GN2 CHASSIS (BASE MODEL)MD642 - GEN2 - 42R MEDIUM DUTY, CLASS 6 w/ 6.7L, (MAX
25,995lbs GVWR) 107" BBC 2,095 552
S 99XE1X ASSEMBLY PLANT FACTORY USA (RV, MACK)0 0
0050L5 VEHICLE USE & BODY/TRAILER
TYPE DUMP TRUCK 0 0
0342A2 VEHICLE VOCATION CONSTRUCTION SERVICE 0 0
S MP2001 CUSTOMER FLEET SIZE DEALER FLEET WITH LESS THAN 25 VEHICLES IN OWN FLEET OF
ANY VEHICLE BRAND 0 0
S 013001 TYPE OF SERVICE COMMERCIAL 0 0
694DDD Order Subject to Meeting All Mack
Policies, Terms and Conditions,
Including but not Limited to Applicable CARB and/or Section 177
States' Regulation requirements 0 0
M84043 INTENDED REGISTRATION
LOCATION TEXAS 0 0
S M98018 WARRANTY REGISTRATION
LOCATION USA - WARRANTY REGISTRATION LOCATION 0 0
MBT05T EMISSION WARRANTY
CERTIFICATION EPA (only) Cummins Diesel 6.7L 0 0
S 5050B5 INITIAL REGISTRATION LOCATION USA REGISTRATION 0 0
S 534014 LANGUAGE-PUBS/DECAL/SIGNS ENGLISH 0 0
S 032A99 OPERATING TERRAIN GRADE
CONDITIONS CITY, STARTING GRADES<6%0 0
S 033A20 LOADING SURFACE FACTOR ASPHALT LOADING AND / OR UNLOADING SURFACE 0 0
02600W SALES PROMOTION 2025 Q1 Stocking Program 0 0
WEIGHT (LB)
ENGINE & TRANSMISSION DESCRIPTION FRONT REAR
S 78AC5X EMISSION ON BOARD DIAG
CONTROL EMISSION OBD, DISPLAY ONLY, USA2016 0 0
1003K0 ENGINE / MOTOR ISB6.7-280 DIESEL CUMMINS 280HP @ 2600RPM (GOV) 660 LB-FT,
US21 1,597 -39
1361U6 TRANSMISSION 2500 RDS 6 SP-ALLISON RUGGED DUTY SERIES GEN 6 (WITH PTO
PROVISIONS)307 91
S E7EA1X FUELSENSE CALIBRATION ALLISON FUELSENSE, NEUTRAL AT STOP 0 0
S B1EC1X TRANSM AUTO NEUTRAL ON P-
BRAKE AUTO NEUTRAL SINGLE INPUT WITH SHIFT SELECTOR OVERRIDE 0 0
WEIGHT (LB)
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION FRONT REAR
HTXB2X ENGINE BRAKE TYPE VGT TURBO EXHAUST BRAKE (DIESEL ONLY)0 0
JDXA1X CRUISE CONTROL CRUISE CONTROL 0 0
S 132AB9 ALTERNATOR DELCO 12V 160A (28SI) BRUSH-TYPE 0 0
3180A8 BATTERY DISCONNECT SWITCH BATTERY DISCONNECT SWITCH 5 0
S NCXD1X STARTER MOTOR 12 VOLT MELCO STARTER (MITSUBISHI ELECTRIC)0 0
MD6 42R
TECHNICAL SPECIFICATION
PRICELIST DATE QUOTATION DATE
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TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION FRONT REAR
S 5NXB7X ENGINE BLOCK HEATER 120 VOLT / 0.75 KW, ENGINE BLOCK HEATER 3 0
TYXE1X POWER TAKE OFF CONTROL POWER TAKE OFF TRANSMISSION CONTROL, PREP KIT F/SINGLE
PTO 0 0
WEIGHT (LB)
AXLE & SUSPENSION DESCRIPTION FRONT REAR
S 2400R0 FRONT AXLE 10,000LB MERITOR MFS+ 4500 KG 1,156 0
S 2440B4 SPRINGS - FRONT MACK TAPERLEAF 10000# (4500 KG) GROUND LOAD RATING 0 0
S 2410A1 FRONT AXLE BRAKES MERITOR "S" CAM TYPE 16.5" x 5" Q+0 0
S 1JAAAX PARKING BRAKE VALVE PARKING BRAKE VALVE, 1 YELLOW KNOB, ALL PARKING 0 0
S 698078 ANTILOCK BRAKE SYSTEM BENDIX WITH TRACTION CONTROL 4S4M 9 5
2520L2 REAR AXLE - SINGLE 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK)
CASING 9.5mm 0 1,173
260AQ0 REAR SUSPENSION - SINGLE 19000# (8618kg) MULTILEAF 0 466
ZAX99X SUSPENSION LEVELLING DEVICE
(CA in PC29 only)WITHOUT SUSPENSION LEVELLING DEVICE 0 0
S 253AA4 BRAKES - REAR MERITOR "S" CAM 16.5"x7" Q+0 0
S TAXNFX REAR AXLE RATIO RATIO 5.57, REAR AXLE 0 0
WEIGHT (LB)
CHASSIS EQUIPMENT DESCRIPTION FRONT REAR
DPF07F DPF DIESEL PARTICULATE FILTER CUMMINS SINGLE MODULE E.A.T.S. RH SIDE UNDER CAB US17 (7L
over 271HP only!!)64 95
S 130AA9 EXHAUST UNDERFRAME RIGHT SIDE INBOARD MOUNTED (Diesel engines only)0 0
EAXB1X AUXILIARY SWITCH WIRING AUXILIARY CIRCUIT SWITCHES 0 0
S L3XN3X BODY BUILDER MODULE EL PREP KIT, TMC RP1404 EL. INTERFACE NO BODYBUILDER
MODULE 0 0
WEIGHT (LB)
FRAME EQUIPMENT & FUEL TANKS DESCRIPTION FRONT REAR
271151 WHEELBASE 151" Wheelbase (84" CA) 50" After-frame 322 419
S 274184 FRAME RAILS STEEL - 260MM X 70MM X 7MM -- (10.24" X 2.75" X 0.275" ); RBM
1,258,000 LB-IN 0 0
JVXC1X PRIMARY FUEL FILTER DAVCO 245 FUEL FILTER/SEP/PRIME PUMP/12V PRE-HEAT (Diesel
engines only)16 0
S 288AC2 FUEL TANK - LH 50 GALLON (190 L) 22" ALUMINUM ROUND 113 56
WEIGHT (LB)
CAB INTERIOR DESCRIPTION FRONT REAR
S 198048 SPEEDOMETER -&- GAUGES -
UNIT(s) OF MEASURE U.S. UNITS (PREDOMINANT)0 0
S MCQ01Q LANE SUPPORT SYSTEM (LSS)WITHOUT LANE SUPPORT SYSTEM 0 0
5RXA1X BACK-UP ALARM BACK-UP ALARM 0 0
S PVXA2X AIR RESTRICTION INDICATOR MECHANICAL, GRADUATED, ON FILTER 0 0
S LSXH1X DAYTIME RUNNING LIGHTS DRL WHEN ENGINE RUNNING & PARK BRAKE OFF 0 0
40XAIX FIRE EXTINGUISHER HAND FIRE EXTINGUISHER 2.2 KG (5LB) ENGLISH DECAL, ABC 0 0
4VX31X WARNING TRIANGLE THREE WARNING TRIANGLES 0 0
S F8XAVX AUDIO SYSTEM RADIO, AM/FM, MP3, WEATHER BAND, W/ MUTE IN REVERSE 0 0
PRICELIST DATE QUOTATION DATE
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TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
CAB INTERIOR DESCRIPTION FRONT REAR
S 5EAA1X AUDIO INTEGRAT. PHONE
HANDSFRE AUDIO INTEGRATED HANDSFREE PHONE, BLUETOOTH 0 0
S 5FAA1X AUDIO COMMUNICATION
CONNECTOR AUDIO COMMUNICATION CONNECTOR, USB AUDIO 0 0
S D6XS1X COMMUNICATION EQUIPMENT FACTORY INSTALLED GEOTAB FLEET MANAGEMENT SYSTEM 0 0
S 00401E INTERIOR TRIM PREMIUM SATIN FINIFH INTERIOR TRIM, WITH OVERHEAD
STORAGE CONSOLE 0 0
S 19603E SEAT - DRIVER'S MACK-AIR, VINYL HIGH BACK, 1 CHAMBER AIR LUMBAR 82 0
3ZXG2X DRIVER SEAT MACK DRIVERS SEAT, AIR SUSPENDED 0 0
U3CA1X DRIVERS SEAT UPHOLSTERY DRIVERS SEAT UPHOLSTERY, VINYL 0 0
S 19703R SEAT - PASSENGER'S MACK-FIXED, VINYL HIGH BACK 29 0
34XB1X PASSENGER SEAT FIXED PASSENGER SEAT 0 0
U4CA1X PASSENGERS SEAT UPHOLSTERY PASSENGERS SEAT UPHOLSTERY, VINYL 0 0
S 59200E SEAT BELT(S)ALL SEAT BELTS - ADJUSTABLE D-RING, BLACK 0 0
S XRXB1X STEERING WHEEL ADJUSTMENT TILT / TELESCOPIC STEERING COLUMN 0 0
S LYXF1X STEERING WHEEL SWITCHES FLAT BOTTOM STEERING WHEEL, WITH BUTTON CONTROLS 0 0
WEIGHT (LB)
CAB EXTERIOR DESCRIPTION FRONT REAR
S 438003 CAB SUSPENSION TYPE CAB SUSPENSION TYPE, AIR 0 0
P8XB8X HEADLAMPS HEADLAMPS, LED - HEATED 0 0
S 6MEB4X HOOD RADIATOR GRILLE, FINISH HOOD RADIATOR GRILLE FINISH, MATTE BLACK 0 0
S W9EAFX FRONT BUMPER FINISH STEEL FRONT BUMPER, PAINTED GLOSS BLACK 0 0
S 42400Q DOOR / WINDOW FEATURES ELECTRIC WINDOWS AND DOOR LOCKS 0 0
S Q4XADX DOOR WINDOW FRONT PEEP WINDOW ON PASSENGER SIDE DOOR 0 0
1520F2 MIRRORS - EXTERIOR HEATED AND MOTORIZED MIRRORS BOTH SIDES, BLACK (Anthem
mirror)29 0
S 58700D GRAB HANDLES EXTERIOR GRAB & DOOR HANDLES 0 0
WEIGHT (LB)
WHEELS & TIRES DESCRIPTION FRONT REAR
900AS0 TIRES BRAND/TYPE - FRONT 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs) (Total for QTY =
2)243 0
5310Y1 WHEELS - FRONT 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC
(Total for QTY = 2)128 0
FWT002 FRONT AXLE TIRE & WHEEL
QUANTITY TWO FRONT TIRES & WHEELS 0 0
901090 TIRES BRAND/TYPE - REAR 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
(Total for QTY = 4)0 538
346176 WHEELS - REAR 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC
(Total for QTY = 4)0 256
RWT004 REAR AXLE TIRE & WHEEL
QUANTITY FOUR REAR AXLE TIRES & WHEELS 0 0
WEIGHT (LB)
PAINT DESCRIPTION FRONT REAR
S 924014 PAINT TYPE SOLID PAINT 0 0
S 944CQ2 PAINT COLOR - FIRST COLOR GLACIER WHITE; P3029 0 0
PRICELIST DATE QUOTATION DATE
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TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
BASE WARRANTY & PURCHASED COVERAGES DESCRIPTION FRONT REAR
S M58038 ENGINE TOWING WARRANTY CUMMINS ENGINES (Contact Cummins for Standard Warranty and
Extended Coverage Details)0 0
S 898002 VEHICLE WARRANTY TYPE NORMAL DUTY WARRANTY CLASSIFICATION 0 0
S M50AQ7 BASIC CHASSIS COVERAGE CHASSIS PLAN 24 MO/UNLIMITED MI NORMAL DUTY PROTECTION
PLAN 0 0
M51I23 ENGINE WARRANTY EPA-PROTECTION PLAN 1,B6.7 + AFTERTREATMENT,60 MO/150K
MI/241,400 KM 0 0
S M52032 EMISSION COMPONENT
COVERAGE
CUMMINS ENGINES (Contact Cummins for Standard Warranty and
Extended Coverage Details)0 0
S M540B4 TRANSMISSION WARRANTY ALLISON TRANSMISSIONS (Contact Allison Transmission for standard
warranty and extended coverage data 0 0
S M560V6 AIR CONDITIONING WARRANTY AIR CONDITIONING STANDARD COVERAGE (Sealed System Only)
24 MONTHS UNLIMITED MILEAGE 0 0
S M57028 CHASSIS TOWING WARRANTY STANDARD CHASSIS TOWING 90 DAYS OR 5,000 MILES 0 0
WEIGHT (LB)
SERVICES DESCRIPTION FRONT REAR
S S02011 MACK ONECALL AND ASIST MACK ONECALL AND ASIST - 12 MONTH 0 0
S S06035 PARTNERED SERVICES GEOTAB FOR MACK TRUCKS - 6 MONTH 0 0
FRONT / REAR AXLE WEIGHTS (LB)6191 3607
TOTAL WEIGHT (LB)9798
PRICELIST DATE QUOTATION DATE
20240812 BRUC2025001032F286 11/10/2025
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VEHICLE SPECIFICATION SUMMARY
Model CS 42R MEDIUM DUTY, CLASS 6
Gross Combination Weight TRUCK ONLY - NO TRAILER TOWING PROVISIONS PROVIDED
Vehicle Application CITY, STARTING GRADES<6%
Body/Trailer Type DUMP TRUCK
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING SURFACE
Engine ISB6.7-280 DIESEL CUMMINS 280HP @ 2600RPM (GOV) 660 LB-FT, US21
Peak Power HP 280.0 @ 2250 - 2450
Peak Torque Newton Meters 896 @ 1600
Transmission 2500 RDS 6 SP-ALLISON RUGGED DUTY SERIES GEN 6 (WITH PTO PROVISIONS)
Rear Axle 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK) CASING 9.5mm
Rear Axle Ratio 5.57
Rear Tire 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
Tire Revolutions per Mile 493
Total Reduction 3.56
CALCULATED PERFORMANCE SUMMARY
Speed UOM RPM Desired / Recommended
Value Status
Engine RPM @ 65 MPH 65.2 MPH 1909
Engine RPM @ Desired Cruise Speed 70.2 MPH 2054 1500 - 2600 rpm OK
Engine RPM @ Road Speed Limit (RSL)70.2 MPH 2054 < 2400 rpm OK
Sweet Spot Cruise Speed Range in Top Gear 51.3 - 88.9 MPH 1500 - 2600
Top Gear Speed Range 51.3 - 82.0 MPH 1500 - 2400 74.6 MPH OK
Minimum Practical Speed In Reverse 2.6 MPH 600
Maximum Practical Speed in Reverse 10.3 MPH 2400
Minimum Practical Speed In Lowest Forward Gear 2.2 MPH 600
Maximum Practical Speed In Lowest Forward Gear 8.6 MPH 2400
Concrete / Asphalt UOM
Wheel HP Required at (65 MPH) Cruise Speed 192.2 / 201.5 HP
Wheel HP Required at (75 MPH) Road Speed Limit 192.2 / 201.5 HP
Wheel HP Required at (92 MPH) Top Speed 288.8 / 300.1 HP
Inputs Required DWGRef Inputs UOM
Vehicle Type Aero Muscle Hood - Roof Fairing
(0.60)MPH
Performance Level >67 MPH / >108KPH MPH
Frontal Area 110.0 FEET²
Accessory Power Loss 11.0 HP
PERFORMANCE - PREDICTOR
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION SUMMARY
Gradeability Recommended Min. Gradeability in
Top Gear
Maximum in Top Gear (Concrete)3.0%1.9%OK
Maximum in Top Gear (Asphalt)2.9%1.9%OK
Startability Recommended Min. Startability
In Lowest Gear 32.0%6.0%CHECK!
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING
SURFACE
Recommended Speed on 1.5% Grade
Speed on a 1.5% Grade (Concrete)64.1 MPH >67 MPH CHECK!
@1875 rpm in 7th gear PL5
Suggested Value for Gear Down Vehicle Speed RSL - 10
Driveability Rating Status
100% Max Power available after shift CAUTION!
>95% Very Good >90% Acceptable
Performance Level Recommended Speed on 1.5% Grade Min. Gradeability in Top Gear
PL5 - High Performance >67 MPH 1.9%
PL4 - Performance 61 - 67 MPH 1.7%
PL3 - Economy 54 - 60 MPH 1.5%
PL2 - Fleet / Construction 47 - 53 MPH 1.3%
PL1 - Heavy Haul 40 - 46 MPH 1.1%
PERFORMANCE - PREDICTOR (cont.)
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RPM at 65 MPH
RPM at Cruise Speed
MPH RPM
Minimun of Engine Range 51.3 1500.00
Minimum of Economy Range 51.3 1500.00
Cruise Speed 70.2 2054.39
Maximum of Economy Range 88.9 2600.00
Road Speed Limit 70.2 2054.39
Maximum of Engine Range 82.0 2400.00
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
Front Frame Extension FE 0.0 INCHES
Bumper to Front Axle BA 40.0 INCHES
Eff. Bumper to Front Axle N/A 40.0 INCHES
Wheelbase WB 151.0 INCHES
Rear Overhang OH 50.0 INCHES
Overall Length OL 241.0 INCHES
Bumper to Back of Cab BBC 107.0 INCHES
Eff. Bumper to Back of Cab EBBC 107.0 INCHES
Eff. Cab to Rear Axle ECA 84.0 INCHES
Eff. Front Axle to Back of Cab EAC 67.0 INCHES
Eff. Cab to End of Frame ECEF 134.0 INCHES
Unladen Frame Height FH 40.9 INCHES
Cab Height CH 69.1 INCHES
Overall Height OVH 110.0 INCHES
Driver CG DCG 59.1 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Sales Code Dwg Ref Left Value(in)Right Value(in)
Wheelbase N/A WB 151.0 151.0
Available Rail Space Right N/A ARSR N/A 68.9
Available Rail Space Left N/A ARSL 58.8 N/A
Eff. Front Axle to Back of Cab N/A REF 67.0 67.0
Front Axle To Fender 001AA3 N/A 30.0 30.0
Battery Box 001AA3 N/A 0.0 25.0
50 GALLON (190 L) 22" ALUMINUM ROUND / TRUCK 288AC2 / 001AA3 N/A 41.0 0.0
Ad-Blue Tank 001AA3 N/A 0.0 6.0
Drive Tire Radius 901090 N/A 21.1 21.1
Top View image is intended for illustration purposes only and is not presented to scale. Wheelbase, Axle Spacing and After frame
are not shown as specified, but are a representation. Customer Adaptation (CA) options and relocated components are not
represented in these images. Most CA options impact the variation of the image, thus an image may not populate. Calculations
are approximate to a tolerance of ± 4 inches due to component mounting variation. Certain chassis component options are NOT
represented in the Top View image, such as, but not exclusive to, Front Frame Extensions, Fuel Water Separators, Air Dryers,
PTOs, Fifth Wheels, Chassis Fairings, Toolboxes, Trailer Connections. For further information on these items and their respective
locations on your specification, please refer to the data sheets associated with those items in the configurator.
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Rear
Description Sales Code Dwg Ref Unladen Laden UOM
Tire Radius 901090 A 21.1 19.6 INCHES
Suspension Height 260AQ0 B 9.5 8.0 INCHES
Frame Depth YBXD1X C 10.2 10.2 INCHES
Total Height N/A E 40.9 37.8 INCHES
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
SAE Turning Radius A*22.7 FEET
Adjusted Turning Radius A 22.8 FEET
Curb-to-Curb Diameter B 46.5 FEET
Wall-to-Wall Diameter C 54.8 FEET
Tests have shown that the true location of the turning center is further to the rear than midway between drive axle sets (where
applicable)
The actual location of the turning center depends on:
• Whether the drive tire equipment is single or dual.
• The overall load distribution for the vehicle (front/rear, between drive axles) in a loaded condition
• Manufacturing tolerances within the steering components
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CALCULATED PERFORMANCE SUMMARY
Tare Weights Front Axle Rear Axle
(s)Total UOM
Chassis 6191 3607 9798 LB
Driver(s) & Equipment Weight 123 79 201 LB
Fuel 303 40 342 LB
Body/Trailer -419 3921 3501 LB
Total Tare 6196 7646 13841 LB
Payloads
First Body Payload -1455 13610 12155 LB
Total - Lift Axles Down 4741 21255 25995 LB
GAWR 10000 15996 25995 LB
Inputs Required DWGRef Inputs UOM
Driver(s) & Equipment Weight 201 LB
Total Body Length TL 16.4 FEET
Body Tare Weight 3501 LB
Front of Body to Body CG BODY CG 96.0 INCHES
Additional Clearance from Back of Exhaust to Front of Body BC 6.0 INCHES
VEHICLE SPECIFICATION SUMMARY
Description Description Dwg Ref Length UOM
Bumper to Front Axle N/A BA 40.0 INCHES
Wheelbase N/A WB 151.0 INCHES
Rear Overhang N/A OH 50.0 INCHES
Bumper to Back of Cab N/A BBC 107.0 INCHES
BOC Exhaust Space 130AA9 N/A 0.0 INCHES
Driver CG from Front Axle N/A DCG 59.1 INCHES
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Sub-Category Sales Code Sales Code Description Value UOM
Front Axle 2400R0 10,000LB MERITOR MFS+ 4500 KG 10000 LB
Front Suspension 2440B4 MACK TAPERLEAF 10000# (4500 KG) GROUND LOAD RATING 10000 LB
Front Tires 900AS0 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs)12351 LB
Front Wheels 5310Y1 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC 14801 LB
Front GAWR 10000 LB
Rear Axle 2520L2 19000# (8618 kg) MERITOR MS-19-14X, (W/ FULL DIFF LOCK) CASING 9.5mm 19000 LB
Rear Suspension 260AQ0 19000# (8618kg) MULTILEAF 19000 LB
Rear Tires 901090 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)23369 LB
Rear Wheels 346176 22.5x8.25 ACCURIDE, 51487x POWDER COATED WHITE STEEL DISC 29601 LB
Rear GAWR 19000 LB
Truck GVWR 25995 LB
Gross Combination Weight Rating 0 LB
Tax Value GVWR (USA FET Only)29000 LB
PRICELIST DATE QUOTATION DATE
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121
Bruckner's Truck & Equipment
Retail Proposal
Date:
Name:Stock #:68585 UNITID 1336627
Name:
Address:Year:2026 BODY TRACTOR
CSZ:Make:
Phone:Cell:Model:
Fax:Contact:VIN:
Email:Salesperson:
Wheelbase:
Frame:
Interior Trim:
Wheels Front:
Wheels Rear:
Tire Size:
Tire Front:
Tire Rear:
Each Multiple Total
$114,596.00 $114,596.00
Allowances:-
VIN:
Make:
Model:
Payoff:
Quantity 1
OTHER CHARGES:
645.00 645.00
Type:- -
Insurance Type:- -
513.49 513.49
$115,754.49 $115,754.49
A documentary fee is not an official fee.A documentary fee is not required by law,but may be charged to buyers for handling documents and performing services
relating to the closing of a sale.A documentary fee may not exceed $300 for a motor vehicle contract or a reasonable amount agreed to by the parties for a heavy
commercial vehicle contract. This notice is required by law.The pricing provided herein is per the attached spec and subject to government-mandated adjustments,
and any freight adjustments or raw material surcharges imposed by the original equipment manufacturer. Written notice will be given for any such adjustments or
surcharges.
Dealer Inventory Tax and Doc Fe
Cash Down Payment:
TOTAL:
Tax, Title, and License Fees (Estimated):
Date:_______________________________ Date:_______________________________
Dealer Signature:_______________________________ Customer Signature:_______________________________
Purchase Coverage
MD7
joerum@thecolonytx.gov
Front Axle:
VGT TURBO EXHAUST BRAKE
3000 RDS 6 SPEED ALLISON GEN6 W/PROGNOSTICS
21000# (9525 kg) MERITOR MS-21-14X W/ DIFF LOCK
BRIDGESTONE R268 ECOPIA (12350 lbs
5.57
Rear Suspension:
EQUIPMENT SPECIFICATIONS
CUMMINS ISB 6.7
MACK GREY PACKAGE
6800 Main Street
972-624-3145
The Colony, Texas 75056
Year:
Ratio:
Engine Make:
Horsepower:
Trade-In Information:Trade 1:
21000# (9525kg) MULTILEAF
12,000LB MERITOR MFS+ 5400 KG
Chassis Includes the Following Local Extras:
Engine Brake:
Transmission:22.5x8.25 ACCURIDE, 43644x ALUMINUM
217" Wheelbase (150" CA) 85" AF
STEEL - 260MM X 70MM X 8MM
BRIDGESTONE M760 ECOPIA (23360 lbs
22.5x8.25 ACCURIDE, 43644x ALUMINUM
October 6, 2025
300HP @ 2600RPM (GOV) 660 LB-FT
Trade 2:
CITY OF THE COLONY
Joseph Oerum
Rear Axle:
EQUIPMENT INFORMATION
1M2MDBAA7TS077669
CUSTOMER INFORMATION
MACK
MANUEL CERRILLO
11R22.5 STEER AND REAR
Financing Available!
Scan QR Code to Complete an Application
PRICING INCLUDES DELIVERY TO THE CITY OF THE COLONY WITH TX REGISTRATION AT 54,999 #
FOLLOWING CHANGES TO VEHICLE
- SLIDING FIFTH WHEEL
-CHANGING WHEELBASE TO CUSTOMER SPEC
-STROBE LIGHTING IN GRILLE
-REAR FENDER KITS
-ADDITIONAL OF TRAILER ELECTRIC AND AIR CONNECTIONS
-ADDITION OF SWITCHES IN DASH
122
PREPARED FOR
6800 Main Street
THE COLONY
THE COLONY
QUOTE INFORMATION
PREPARED BY
BRUC2025001032F286
MD7 42R
BRUCKNER TRUCK SALES, INC.
3611 IRVING BLVD
DALLAS
TX 750561133
DATE
TX 75247-5919
Qty: 1
11/10/2025
CUSTOMER
PROPOSAL
123
TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
MODEL DEFINING DESCRIPTION FRONT REAR
S AAXE6X PRODUCT GENERATION MEDIUM DUTY TRUCKS 0 0
S 51AACX BRAND BRAND MACK 0 0
S CKX50X VEHICLE PROFILE CONVENTIONAL (N-SERIES)0 0
S FAX20X STEERING WHEEL POS.STEERING WHEEL POSITION, LEFT HAND SIDE 0 0
S DAX05X AXLE ARRANGEMENT 4 WHEELS THEREOF 2 DRIVING 0 0
WEIGHT (LB)
CUSTOMER/VEHICLE INFO DESCRIPTION FRONT REAR
S 002GO2 CHASSIS (BASE MODEL)MD742 - GEN2 - 42R MEDIUM DUTY, CLASS 7 w/ 6.7L, (MAX
33,000lbs GVWR) 107" BBC 2,095 552
S 99XE1X ASSEMBLY PLANT FACTORY USA (RV, MACK)0 0
S 3HAB1X DOT VEHICLE CERTIFICATION DOT INCOMPLETE VEHICLE CERTIFICATION 0 0
9KAJ1X IDLE EMISSION CERTIFICATION IDLE EMISSION CERTIFICATION, EPA 24 0 0
S PB100K PRICE BOOK LEVEL 2026A Pricebook 0 0
S DKX99X GROSS COMBINATION WEIGHT
(CA in PC29 only)TRUCK ONLY - NO TRAILER TOWING PROVISIONS PROVIDED 0 0
S 7OBB1X BRAKE REGULATION BRAKE REGULATION, STOPPING DISTANCE 94M (310 FT)0 0
WEIGHT (LB)
ENGINE & TRANSMISSION DESCRIPTION FRONT REAR
1003L0 ENGINE / MOTOR ISB6.7-300 DIESEL CUMMINS 300HP @ 2600RPM (GOV) 660 LB-FT,
US21 1,583 -26
1361W6 TRANSMISSION 3000 RDS 6 SPEED ALLISON GEN6 W/PROGNOSTICS, WITH PTO
PROVISION 525 84
S E7EA1X FUELSENSE CALIBRATION ALLISON FUELSENSE, NEUTRAL AT STOP 0 0
WEIGHT (LB)
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION FRONT REAR
HTXB2X ENGINE BRAKE TYPE VGT TURBO EXHAUST BRAKE (DIESEL ONLY)0 0
JDXA1X CRUISE CONTROL CRUISE CONTROL 0 0
S 132AB9 ALTERNATOR DELCO 12V 160A (28SI) BRUSH-TYPE 0 0
3180A8 BATTERY DISCONNECT SWITCH BATTERY DISCONNECT SWITCH 5 0
S NCXD1X STARTER MOTOR 12 VOLT MELCO STARTER (MITSUBISHI ELECTRIC)0 0
S 5NXB7X ENGINE BLOCK HEATER 120 VOLT / 0.75 KW, ENGINE BLOCK HEATER 3 0
WEIGHT (LB)
AXLE & SUSPENSION DESCRIPTION FRONT REAR
S 2400S0 FRONT AXLE 12,000LB MERITOR MFS+ 5400 KG 1,142 0
S 2440C4 SPRINGS - FRONT MACK TAPERLEAF 12300# (5500 KG) GROUND LOAD RATING 0 0
S 2410A1 FRONT AXLE BRAKES MERITOR "S" CAM TYPE 16.5" x 5" Q+0 0
S 698078 ANTILOCK BRAKE SYSTEM BENDIX WITH TRACTION CONTROL 4S4M 9 5
S XAXBFX STEERING GEAR RATIO STEERING GEAR, RATIO 18.2, FIXED 0 0
YVXZ1X REAR SHOCK ABSORBER WITHOUT REAR SHOCK ABSORBER 0 0
2520O2 REAR AXLE - SINGLE 21000# (9525 kg) MERITOR MS-21-14X, (W/ DIFF LOCK) CASING
11.0mm 0 1,189
MD7 42R
TECHNICAL SPECIFICATION
PRICELIST DATE QUOTATION DATE
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TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
AXLE & SUSPENSION DESCRIPTION FRONT REAR
S 260AA5 REAR SUSPENSION - SINGLE 21000# (9525kg) MULTILEAF 0 481
S 253AA4 BRAKES - REAR MERITOR "S" CAM 16.5"x7" Q+0 0
WEIGHT (LB)
CHASSIS EQUIPMENT DESCRIPTION FRONT REAR
DPF07F DPF DIESEL PARTICULATE FILTER CUMMINS SINGLE MODULE E.A.T.S. RH SIDE UNDER CAB US17 (7L
over 271HP only!!)95 67
S 130AA9 EXHAUST UNDERFRAME RIGHT SIDE INBOARD MOUNTED (Diesel engines only)0 0
WEIGHT (LB)
FRAME EQUIPMENT & FUEL TANKS DESCRIPTION FRONT REAR
271217 WHEELBASE 217" Wheelbase (150" CA) 85" After-frame 589 558
374085 AF (OVERHANG)85"0 0
S 274194 FRAME RAILS STEEL - 260MM X 70MM X 8MM -- (10.24" X 2.75" X 0.31" ); RBM
1,580,000 LB-IN 0 0
S JVXBAX PRIMARY FUEL FILTER FUEL FILTER & WATER SEPARATOR (Diesel engines only)12 0
S 288AC2 FUEL TANK - LH 50 GALLON (190 L) 22" ALUMINUM ROUND 131 38
WEIGHT (LB)
CAB INTERIOR DESCRIPTION FRONT REAR
7OXZ1X LANE SUPPORT SYSTEM WITHOUT LANE SUPPORT SYSTEM 0 0
40XAIX FIRE EXTINGUISHER HAND FIRE EXTINGUISHER 2.2 KG (5LB) ENGLISH DECAL, ABC 0 0
S D8XZ1X SEAT BELT REMINDER WITHOUT SEAT BELT REMINDER 0 0
S F8XAVX AUDIO SYSTEM RADIO, AM/FM, MP3, WEATHER BAND, W/ MUTE IN REVERSE 0 0
S 5EAA1X AUDIO INTEGRAT. PHONE
HANDSFRE AUDIO INTEGRATED HANDSFREE PHONE, BLUETOOTH 0 0
S 5FAA1X AUDIO COMMUNICATION
CONNECTOR AUDIO COMMUNICATION CONNECTOR, USB AUDIO 0 0
19603F SEAT - DRIVER'S MACK-AIR, MORDURA HIGH BACK, 1 CHAMBER AIR LUMBAR 82 0
3ZXG2X DRIVER SEAT MACK DRIVERS SEAT, AIR SUSPENDED 0 0
19703S SEAT - PASSENGER'S MACK-FIXED, MORDURA HIGH BACK 29 0
3PXA1X SEAT ARMREST SEAT ARMREST SINGLE, DRIV(DRIVER SEAT ONLY)0 0
S XRXB1X STEERING WHEEL ADJUSTMENT TILT / TELESCOPIC STEERING COLUMN 0 0
WEIGHT (LB)
CAB EXTERIOR DESCRIPTION FRONT REAR
S WSXAAX WINDSHIELD TYPE ONE PIECE WINDSHIELD 0 0
S Q4XADX DOOR WINDOW FRONT PEEP WINDOW ON PASSENGER SIDE DOOR 0 0
1520I2 MIRRORS - EXTERIOR HEATED AND MOTORIZED MIRRORS BOTH SIDES, CHROME
(Bulldog mirror)31 0
WEIGHT (LB)
WHEELS & TIRES DESCRIPTION FRONT REAR
900AS0 TIRES BRAND/TYPE - FRONT 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs) (Total for QTY =
2)243 0
5310Z1 WHEELS - FRONT 22.5x8.25 ACCURIDE, 43644x POLISHED ALUMINUM DISC (Total for
QTY = 2)80 0
PRICELIST DATE QUOTATION DATE
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TECHNICAL SPECIFICATION (cont.)
WEIGHT (LB)
WHEELS & TIRES DESCRIPTION FRONT REAR
S Z4EABX FRONT WHEEL STUDS FRONT WHEEL STUDS, LONG 0 0
901090 TIRES BRAND/TYPE - REAR 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
(Total for QTY = 4)0 538
346186 WHEELS - REAR 22.5x8.25 ACCURIDE, 43644x POLISHED ALUMINUM DISC (Total for
QTY = 4)0 159
S H1EB1X DRIVE WHEEL STUDS DRIVE WHEEL STUDS, LONG 0 0
WEIGHT (LB)
PAINT DESCRIPTION FRONT REAR
S 950AD0 PAINT DESIGN SINGLE COLOR 0 0
S 944CQ2 PAINT COLOR - FIRST COLOR GLACIER WHITE; P3029 0 0
FRONT / REAR AXLE WEIGHTS (LB)6647 3640
TOTAL WEIGHT (LB)10287
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION SUMMARY
Model CS 42R MEDIUM DUTY, CLASS 7
Gross Combination Weight TRUCK ONLY - NO TRAILER TOWING PROVISIONS PROVIDED
Vehicle Application CITY, STARTING GRADES<6%
Body/Trailer Type HOOK LIFT TRUCK
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING SURFACE
Engine ISB6.7-300 DIESEL CUMMINS 300HP @ 2600RPM (GOV) 660 LB-FT, US21
Peak Power HP 300.0 @ 2450 - 2650
Peak Torque Newton Meters 896 @ 1600
Transmission 3000 RDS 6 SPEED ALLISON GEN6 W/PROGNOSTICS, WITH PTO PROVISION
Rear Axle 21000# (9525 kg) MERITOR MS-21-14X, (W/ DIFF LOCK) CASING 11.0mm
Rear Axle Ratio 5.57
Rear Tire 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)
Tire Revolutions per Mile 493
Total Reduction 3.62
CALCULATED PERFORMANCE SUMMARY
Speed UOM RPM Desired / Recommended
Value Status
Engine RPM @ 65 MPH 65.2 MPH 1939
Engine RPM @ Desired Cruise Speed 70.2 MPH 2086 1500 - 2600 rpm OK
Engine RPM @ Road Speed Limit (RSL)70.2 MPH 2086 < 2600 rpm OK
Sweet Spot Cruise Speed Range in Top Gear 50.5 - 87.5 MPH 1500 - 2600
Top Gear Speed Range 50.5 - 87.5 MPH 1500 - 2600 74.6 MPH OK
Minimum Practical Speed In Reverse 2.6 MPH 600
Maximum Practical Speed in Reverse 11.3 MPH 2600
Minimum Practical Speed In Lowest Forward Gear 1.9 MPH 600
Maximum Practical Speed In Lowest Forward Gear 8.2 MPH 2600
Concrete / Asphalt UOM
Wheel HP Required at (65 MPH) Cruise Speed 192.2 / 201.5 HP
Wheel HP Required at (75 MPH) Road Speed Limit 192.2 / 201.5 HP
Wheel HP Required at (92 MPH) Top Speed 343.2 / 355.5 HP
Inputs Required DWGRef Inputs UOM
Vehicle Type Aero Muscle Hood - Roof Fairing
(0.60)MPH
Performance Level >67 MPH / >108KPH MPH
Frontal Area 110.0 FEET²
Accessory Power Loss 11.0 HP
PERFORMANCE - PREDICTOR
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION SUMMARY
Gradeability Recommended Min. Gradeability in
Top Gear
Maximum in Top Gear (Concrete)3.5%1.9%OK
Maximum in Top Gear (Asphalt)3.3%1.9%OK
Startability Recommended Min. Startability
In Lowest Gear 36.6%6.0%CHECK!
Loading/Unloading Surface Type ASPHALT LOADING AND / OR UNLOADING
SURFACE
Recommended Speed on 1.5% Grade
Speed on a 1.5% Grade (Concrete)65.6 MPH >67 MPH CHECK!
@1950 rpm in 7th gear PL5
Suggested Value for Gear Down Vehicle Speed RSL - 10
Driveability Rating Status
100% Max Power available after shift CAUTION!
>95% Very Good >90% Acceptable
Performance Level Recommended Speed on 1.5% Grade Min. Gradeability in Top Gear
PL5 - High Performance >67 MPH 1.9%
PL4 - Performance 61 - 67 MPH 1.7%
PL3 - Economy 54 - 60 MPH 1.5%
PL2 - Fleet / Construction 47 - 53 MPH 1.3%
PL1 - Heavy Haul 40 - 46 MPH 1.1%
PERFORMANCE - PREDICTOR (cont.)
PRICELIST DATE QUOTATION DATE
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RPM at 65 MPH
RPM at Cruise Speed
MPH RPM
Minimun of Engine Range 50.5 1500.00
Minimum of Economy Range 50.5 1500.00
Cruise Speed 70.2 2086.49
Maximum of Economy Range 87.5 2600.00
Road Speed Limit 70.2 2086.49
Maximum of Engine Range 87.5 2600.00
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
Front Frame Extension FE 0.0 INCHES
Bumper to Front Axle BA 40.0 INCHES
Eff. Bumper to Front Axle N/A 40.0 INCHES
Wheelbase WB 216.9 INCHES
Rear Overhang OH 85.0 INCHES
Overall Length OL 342.0 INCHES
Bumper to Back of Cab BBC 107.0 INCHES
Eff. Bumper to Back of Cab EBBC 107.0 INCHES
Eff. Cab to Rear Axle ECA 149.9 INCHES
Eff. Front Axle to Back of Cab EAC 67.0 INCHES
Eff. Cab to End of Frame ECEF 235.0 INCHES
Unladen Frame Height FH 40.9 INCHES
Cab Height CH 69.1 INCHES
Overall Height OVH 110.0 INCHES
Driver CG DCG 59.1 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Sales Code Dwg Ref Left Value(in)Right Value(in)
Wheelbase N/A WB 216.9 216.9
Available Rail Space Right N/A ARSR N/A 134.8
Available Rail Space Left N/A ARSL 124.8 N/A
Eff. Front Axle to Back of Cab N/A REF 67.0 67.0
Front Axle To Fender 001AA3 N/A 30.0 30.0
Battery Box 001AA3 N/A 0.0 25.0
50 GALLON (190 L) 22" ALUMINUM ROUND / TRUCK 288AC2 / 001AA3 N/A 41.0 0.0
Ad-Blue Tank 001AA3 N/A 0.0 6.0
Drive Tire Radius 901090 N/A 21.1 21.1
Top View image is intended for illustration purposes only and is not presented to scale. Wheelbase, Axle Spacing and After frame
are not shown as specified, but are a representation. Customer Adaptation (CA) options and relocated components are not
represented in these images. Most CA options impact the variation of the image, thus an image may not populate. Calculations
are approximate to a tolerance of ± 4 inches due to component mounting variation. Certain chassis component options are NOT
represented in the Top View image, such as, but not exclusive to, Front Frame Extensions, Fuel Water Separators, Air Dryers,
PTOs, Fifth Wheels, Chassis Fairings, Toolboxes, Trailer Connections. For further information on these items and their respective
locations on your specification, please refer to the data sheets associated with those items in the configurator.
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Rear
Description Sales Code Dwg Ref Unladen Laden UOM
Tire Radius 901090 A 21.1 19.6 INCHES
Suspension Height 260AA5 B 9.5 8.0 INCHES
Frame Depth YBXD1X C 10.2 10.2 INCHES
Total Height N/A E 40.9 37.8 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Dwg Ref Length UOM
SAE Turning Radius A*31.5 FEET
Adjusted Turning Radius A 32.6 FEET
Curb-to-Curb Diameter B 66.1 FEET
Wall-to-Wall Diameter C 77.7 FEET
Tests have shown that the true location of the turning center is further to the rear than midway between drive axle sets (where
applicable)
The actual location of the turning center depends on:
• Whether the drive tire equipment is single or dual.
• The overall load distribution for the vehicle (front/rear, between drive axles) in a loaded condition
• Manufacturing tolerances within the steering components
PRICELIST DATE QUOTATION DATE
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CALCULATED PERFORMANCE SUMMARY
Tare Weights Front Axle Rear Axle
(s)Total UOM
Chassis 6647 3640 10287 LB
Driver(s) & Equipment Weight 147 55 201 LB
Fuel 315 28 342 LB
Body/Trailer 773 2729 3501 LB
Total Tare 7880 6451 14331 LB
Payloads
First Body Payload 2574 9091 11665 LB
Total - Lift Axles Down 10454 15542 25995 LB
GAWR 12000 13996 25995 LB
Inputs Required DWGRef Inputs UOM
Driver(s) & Equipment Weight 201 LB
Total Body Length TL 16.4 FEET
Body Tare Weight 3501 LB
Front of Body to Body CG BODY CG 96.0 INCHES
Additional Clearance from Back of Exhaust to Front of Body BC 6.0 INCHES
VEHICLE SPECIFICATION SUMMARY
Description Description Dwg Ref Length UOM
Bumper to Front Axle N/A BA 40.0 INCHES
Wheelbase N/A WB 216.9 INCHES
Rear Overhang N/A OH 85.0 INCHES
Bumper to Back of Cab N/A BBC 107.0 INCHES
BOC Exhaust Space 130AA9 N/A 0.0 INCHES
Driver CG from Front Axle N/A DCG 59.1 INCHES
PRICELIST DATE QUOTATION DATE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Sub-Category Sales Code Sales Code Description Value UOM
Front Axle 2400S0 12,000LB MERITOR MFS+ 5400 KG 12000 LB
Front Suspension 2440C4 MACK TAPERLEAF 12300# (5500 KG) GROUND LOAD RATING 12000 LB
Front Tires 900AS0 11R22.5 G BRIDGESTONE R268 ECOPIA (12350 lbs)12351 LB
Front Wheels 5310Z1 22.5x8.25 ACCURIDE, 43644x POLISHED ALUMINUM DISC 14801 LB
Front GAWR 12000 LB
Rear Axle 2520O2 21000# (9525 kg) MERITOR MS-21-14X, (W/ DIFF LOCK) CASING 11.0mm 21000 LB
Rear Suspension 260AA5 21000# (9525kg) MULTILEAF 21000 LB
Rear Tires 901090 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)23369 LB
Rear Wheels 346186 22.5x8.25 ACCURIDE, 43644x POLISHED ALUMINUM DISC 29601 LB
Rear GAWR 21000 LB
Truck GVWR 25995 LB
Gross Combination Weight Rating 0 LB
Tax Value GVWR (USA FET Only)33000 LB
PRICELIST DATE QUOTATION DATE
20240812 BRUC2025001032F286 11/10/2025
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16 of 16 138
139
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AUTHORIZING THE CITY MANAGER TO AWARD
A PURCHASE TO BRUCKNER’S TRUCK & EQUIPMENT FOR TWO 26’
MD6 DUMP TRUCKS AND ONE 26’ MD7 TRACTOR; AND PROVIDING
AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, THAT:
Section 1. That the City Council of the City of The Colony, Texas hereby authorizes the City
Manager to award a purchase to Bruckner’s Truck & Equipment in the amount of $340,602.53 for
two 26’ MD6 Dump Trucks and one 26’ MD7 tractor.
Section 2. That the City Manager and/or his designee are authorized to award said
purchase.
Section 3. This resolution shall take effect immediately from and after its passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, THIS 16th DAY OF DECEMBER 2025.
____________________________________
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
___________________________________________
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
___________________________________________
Jeffrey L. Moore, City Attorney
140
Agenda Item No: 4.11
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: General Admin
Item Type: Resolution
Agenda Section: consent agenda
Suggested Action:
Consider approving a resolution amending resolution 2025-139 authorizing and approving certain
payments by The Colony Local Development Corporation, The Colony Economic Development
Corporation, and The Colony Community Development Corporation for costs related to the construction
of projects within Tax Increment Reinvestment Zone No. 1, City of The Colony, Texas for Grandscape.
(Miller)
Background:
Attachments:
Res. 2025-xxx Resolution Amending Resolution 2025-139 (final).pdf
141
1775.015\1072663.1
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2025-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AMENDING RESOLUTION 2025-139 AUTHORIZING
AND APPROVING CERTAIN PAYMENTS BY THE COLONY LOCAL
DEVELOPMENT CORPORATION, THE COLONY ECONOMIC
DEVELOPMENT CORPORATION, AND THE COLONY COMMUNITY
DEVELOPMENT CORPORATION FOR COSTS RELATED TO THE
CONSTRUCTION OF PROJECTS WITHIN TAX INCREMENT
REINVESTMENT ZONE NO. 1, CITY OF THE COLONY, TEXAS FOR
GRANDSCAPE; PROVIDING FOR AN EFFECTIVE DATE; AND
RESOLVING OTHER MATTERS RELATED THERETO.
WHEREAS, on December 2, 2025, the City Council approved Resolution No 2025-139
approving and authorizing: (1) certain payments relating to the Grandscape project from the Tax
Increment Fund for Tax Increment Reinvestment Zone No. 1, City of the Colony, Texas (the
"Zone"), as authorized by the board of directors of the Zone (the "Zone Board") and The Colony
Local Development Corporation (the "LDC"), and (2) certain payments relating to the Grandscape
project by The Colony Economic Development Corporation (the "Type A Corporation") and The
Colony Community Development Corporation (the "Type B Corporation"); and,
WHEREAS, the payments authorized by the Type A Corporation and the Type B
Corporation, as approved by the City Council in Resolution 2025-139, have been processed and
completed as described in Resolution 2025-139; and
WHEREAS, the Zone Board and the LDC have found and determined, and the City
Council found and determined in Resolution 2025-139, that NFM Advances and payments to LMG
and TXFM for Private Funding Obligations (as defined in the LDC Funding Agreement)
authorized to be paid hereunder are "project costs" as that term is defined in Section 311.002 of
the Texas Tax Code and are TIF Project Costs provided for in the Final Project and Finance Plan;
and
WHEREAS, the Zone Board and the LDC have found and determined, and the City
Council found and determined in Resolution 2025-139, that it is necessary for the implementation
of the Final Project and Finance Plan to direct the LDC to: (1) maintain a debt service reserve fund
(the "City Tax Increment Subaccount - Debt Service Reserve Fund") within the City Tax
Increment Subaccount of the Tax Increment Fund that shall contain $90,000 at all times as
described in Section 3.4 of the First Supplement; (2) fund an annual capital project reserve fund
within the City Tax Increment Subaccount of the Tax Increment Fund (the "City Tax Increment
Subaccount – Capital Project Annual Reserve Fund") to provide for the maintenance and repair
of TIF Projects within the Zone as described in Section 3.4 of the First Supplement; (3) make
payments from the City Tax Increment Subaccount and County Tax Increment Subaccount of the
Tax Increment Fund related to TIF Project Costs, including but not limited to certain reimbursable
NFM Advances and payments to LMG and TXFM for a portion of outstanding Private Funding
Obligations; and (4) authorize the City Manager of the City, or the City Manager's designee, to
approve payments of such TIF Project Costs as described below; and
142
2
1775.015\1072663.1
WHEREAS, following the City Council's approval of Resolution 2025-139 on
December 2, 2025, the City discovered an error related to the payment to be made from the City
Tax Increment Subaccount and County Tax Increment Subaccount of the Tax Increment Fund
related to TIF Project Costs, including but not limited to certain reimbursable NFM Advances and
payments to LMG and TXFM for a portion of outstanding Private Funding Obligations; and
WHEREAS, the Zone Board and the LDC have submitted corrected authorizations
reflecting the correct amount to be paid from the City Tax Increment Subaccount and County Tax
Increment Subaccount of the Tax Increment Fund related to TIF Project Costs, including but not
limited to certain reimbursable NFM Advances and payments to LMG and TXFM for a portion of
outstanding Private Funding Obligations; and
WHEREAS, the City Council wishes to amend Resolution No. 2025-139 by replacing
Exhibit B-1 and Exhibit B-2 in their entirety to reflect the corrected amounts to be paid from the
City Tax Increment Subaccount and County Tax Increment Subaccount of the Tax Increment Fund
as authorized by the Zone Board and the LDC.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS, THAT:
SECTION 1. The findings set forth above and the exhibits attached hereto are incorporated
into the body of this Resolution as if fully set forth herein.
SECTION 2. Capitalized terms not otherwise defined in this Resolution shall the
meanings assigned to them in Resolution 2025-139 approved by the City Council on
December 2, 2025.
SECTION 3. The Zone Board and the LDC have approved the respective forms attached
as Exhibit B-1 and Exhibit B-2 (such exhibits are referred to collectively as the "Annual
Authorization Forms") and have approved, subject to the approval of the City Council, the
payments shown on such forms from the Tax Increment Fund.
SECTION 4. The City Council hereby authorizes and approves the amendment of
Resolution 2025-139 to replace Exhibit B-1 and Exhibit B-2 in their entirety and authorizes the
payments from the Tax Increment Fund as shown on the Annual Authorization Forms.
SECTION 5. The City Council hereby authorizes, approves, and ratifies all prior actions
taken under Resolution 2025-139 and each and every section of Resolution 2025-139, including
the Exhibits thereto other than Exhibit B-1 and Exhibit B-2 which are hereby replaced in their
entirety.
SECTION 6. For so long as obligations remain unpaid and outstanding, the Zone Board,
the LDC, the EDC and the CDC shall submit forms similar to the Annual Authorization Forms
that have been approved by the Zone Board, the LDC, the EDC, and the CDC to the City Council.
Following the receipt of such forms, the City Council shall review and consider approval of the
payments set forth in such forms without further action required from the Zone Board, the LDC,
the EDC or the CDC.
SECTION 7. This Resolution shall become effective immediately upon passage.
143
1775.015\1072663.1
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
THE COLONY, TEXAS, THIS THE 16TH DAY OF DECEMBER 2025.
THE CITY OF THE COLONY, TEXAS
Richard Boyer, Mayor
City of The Colony, Texas ATTEST:
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
_________________________________
Jeffrey L. Moore, City Attorney
144
1775.015\1072663.1
Exhibit B-1
Zone Board Authorization Form
145
1775.015\1068013.2
AUTHORIZATION OF ANNUAL PAYMENT FROM THE
CITY TAX INCREMENT SUBACCOUNT AND
COUNTY TAX INCREMENT SUBACCOUNT OF THE TAX INCREMENT FUND
FOR TAX INCREMENT REINVESTMENT ZONE NO. 1
CITY OF THE COLONY, TEXAS
1. As of September 30, 2025, the amount on deposit in the City Tax Increment Subaccount of the
Tax Increment Fund was $2,280,838.31 and the amount on deposit in the County Tax Increment
Subaccount of the Tax Increment Fund was $470,217.07.
2. Subject to the approval of the City Council of the City, the Board of Directors of Tax Increment
Reinvestment Zone No. 1 hereby approves the following payments from the City Tax Increment
Subaccount and County Tax Increment Subaccount of the Tax Increment Fund in the following
order of priority:
(a) FIRST, the amount of NINETY THOUSAD AND 00/100 DOLLARS
($90,000.00) to the "City Tax Increment Subaccount - Debt Service Reserve
Fund" such that no less than $90,000.00 shall be retained in such City Tax
Increment - Subaccount Debt Service Reserve Fund of the City Tax Increment
Subaccount of the Tax Increment Fund at all times in accordance with Section 3.4
of that certain First Supplement to Final Project and Reinvestment Zone Financing
Plan for Tax Increment Reinvestment Zone Number One, City of Th Colony, Texas,
dated November 5, 2025 (the "First Supplement"); and
(b) SECOND, the amount of FIVE HUNDRED THOUSAND AND 00/100
DOLLARS ($500,000.00) to the "City Tax Increment Subaccount - Capital
Project Annual Reserve Fund" in accordance with Section 3.4 of the First
Supplement; and
(c) THIRD, the amount of TWO MILLION ONE HUNDRED SIXTY-ONE
THOUSAND FIFTY-FIVE AND 38/100 DOLLARS ($2,161,055.38) to NFM
Services, LLC, a Texas limited liability company ("NFM Services") for
reimbursement of TIF Project Costs consisting of outstanding "NFM Advances" as
defined in, and in accordance with, that certain Amended and Restated Construction
Management Agreement, effective as of November 20, 2012, between the City of
The Colony, Texas, The Colony Local Development Corporation, and NFM
Services.
EXECUTED THIS 8TH DAY OF DECEMBER, 2025.
TAX INCREMENT REINVESTMENT ZONE NO. 1,
CITY OF THE COLONY, TEXAS
___________________________________________
Tim Miller, Assistant City Manager as the
City Manager's Designee
146
1775.015\1072663.1
Exhibit B-2
LDC Authorization Form
147
1775.015\1068081.2
AUTHORIZATION OF ANNUAL PAYMENT FROM THE
CITY TAX INCREMENT SUBACCOUNT AND
COUNTY TAX INCREMENT SUBACCOUNT OF THE TAX INCREMENT FUND
FOR TAX INCREMENT REINVESTMENT ZONE NO. 1
CITY OF THE COLONY, TEXAS
1. As of September 30, 2025, the amount on deposit in the City Tax Increment Subaccount of the
Tax Increment Fund was $2,280,838.31 and the amount on deposit in the County Tax Increment
Subaccount of the Tax Increment Fund was $470,217.07.
2. Subject to the approval of the City Council of the City, The Colony Local Development
Corporation ("LDC") hereby approves the following payments from the City Tax Increment
Subaccount and County Tax Increment Subaccount of the Tax Increment Fund in the following
order of priority:
(a) FIRST, the amount of NINETY THOUSAD AND 00/100 DOLLARS
($90,000.00) to the "City Tax Increment Subaccount - Debt Service Reserve
Fund" such that no less than $90,000.00 shall be retained in such City Tax
Increment - Subaccount Debt Service Reserve Fund of the City Tax Increment
Subaccount of the Tax Increment Fund at all times in accordance with Section 3.4
of that certain First Supplement to Final Project and Reinvestment Zone Financing
Plan for Tax Increment Reinvestment Zone Number One, City of Th Colony, Texas,
dated November 5, 2025 (the "First Supplement"); and
(b) SECOND, the amount of FIVE HUNDRED THOUSAND AND 00/100
DOLLARS ($500,000.00) to the "City Tax Increment Subaccount - Capital
Project Annual Reserve Fund" in accordance with Section 3.4 of the First
Supplement; and
(c) THIRD, the amount of TWO MILLION ONE HUNDRED SIXTY-ONE
THOUSAND FIFTY-FIVE AND 38/100 DOLLARS ($2,161,055.38) to NFM
Services, LLC, a Texas limited liability company ("NFM Services") for
reimbursement of TIF Project Costs consisting of outstanding "NFM Advances" as
defined in, and in accordance with, that certain Amended and Restated Construction
Management Agreement, effective as of November 20, 2012, between the City of
The Colony, Texas, The Colony Local Development Corporation, and NFM
Services.
EXECUTED THIS 8TH DAY OF DECEMBER, 2025.
THE COLONY LOCAL DEVELOPMENT CORPORATION
___________________________________________
Tim Miller, Assistant City Manager as the
City Manager's Designee
148
Agenda Item No: 5.1
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: Engineering
Item Type: Ordinance
Agenda Section: regular agenda items
Suggested Action:
Conduct a public hearing, discuss and consider ordinances approving amendments to Land Use
Assumptions, Capital Improvements Plan and Roadway and Drainage Impact Fees. (Hartline)
Background:
Background: On October 29, 2025, the Capital Improvements Advisory Committee (CIAC) met and
recommended that City Council approve collecting between 90% and 100% of the maximum roadway
impact fee of $1,052.00 per service unit, as well as 100% of the drainage impact fee of $154.87 per
service unit. These recommendations apply to the Land Use Assumptions, Capital Improvements Plan,
and the proposed Roadway and Drainage Impact Fees outlined in the Draft Roadway Impact Fee Report
(September 2025) and the Draft Drainage Impact Fee Update (September 2025) prepared by Kimley-
Horn and Associates, Inc. Please refer to the attached draft impact fee reports for additional information.
The impact fees are a one-time fee assessed to recover infrastructure cost required to serve new
developments and are governed by Chapter 395 of the Texas Local Government Code. The purpose of
Impact Fees is to provide an additional funding tool for infrastructure systems, to provide for the orderly
growth of the community and to allow for a balanced funding combination that recognizes the benefits of
growth. Funds collected within a service area must be spent on projects within the same service area.
The roadway impact fees are limited to City limits and cannot include anything in the ETJ and were kept
within the same State Highway 121 Corridor as the service area called out in the 2016 Impact Fee Study.
The drainage impact fees are limited to the Office Creek Watershed Boundary. Staff recommends
approval of an Ordinance approving Amendments to the Land Use Assumptions, Capital Improvements
and Roadway and Drainage Impact Fees as presented in the two reports based on the final maximum
percentage of roadway and drainage impact fees that are decided by City Council.
Attachments:
Draft Roadway Impact Fee Report for The Colony dated September 2025
Draft Drainage Impact Fee Report. for The Colony dated September 2025
Ord. 2025-xxxx Drainage Impact Fee.docx
Ord. 2025-xxxx Roadway.docx
149
PREPARED FOR:
City of The Colony
Roadway Impact
Fee Update
PREPARED BY:Kimley-Horn and Associates, Inc.
801 Cherry Street, Unit 11, Suite 1300
Fort Worth, TX 76102
Phone: 817 335 6511
TBPE Firm Registration Number: F-928
Project Number: 061117030
SEPTEMBER 2025
150
The Colony, Texas
2025 Roadway Impact Fee Update
September 2025
Prepared for:
The Colony
Prepared by:
Kimley-Horn and Associates, Inc.
801 Cherry Street, Unit 11, Suite 1300
Fort Worth, TX 76102
Phone: 817 335 6511
TBPE Firm Registration Number: F-928
Project Number: 061117030
151
Roadway Impact Fee Update
The Colony, Texas
September 2025
i
Table of Contents
Page No.
Table of Contents ....................................................................................................................... i
Executive Summary .................................................................................................................. iii
I.Introduction ..........................................................................................................................1
II.Roadway Impact Fee Calculation Inputs .............................................................................2
A.Land Use Assumptions .......................................................................................................................... 2
B.Capital Improvement Plan ...................................................................................................................... 8
III.Methodology for Roadway Impact Fees ............................................................................10
A.Service Areas ....................................................................................................................................... 10
B.Service Units ......................................................................................................................................... 10
C.Cost Per Service Unit ........................................................................................................................... 11
D.Cost of the CIP ..................................................................................................................................... 11
E.Service Unit Calculation ....................................................................................................................... 16
IV.Roadway Impact Fee Calculation ......................................................................................19
A.Maximum Assessable Impact Fee Per Service Unit ........................................................................... 19
B.Plan for Awarding the Roadway Impact Fee Credit ............................................................................ 21
C.Service Unit Demand Per Unit Development ...................................................................................... 23
V.Sample Calculations ..........................................................................................................26
VI.Conclusion .........................................................................................................................27
APPENDICES ..........................................................................................................................28
A.Conceptual Level Project Cost Projections ......................................................................................... 28
B.CIP Service Units of Supply ................................................................................................................. 28
C.Existing Roadway Facilities Inventory ................................................................................................. 28
152
Roadway Impact Fee Update
The Colony, Texas
September 2025
ii
List of Tables
Table 1. Residential and Non-Residential Growth Projections.................................................7
Table 2. Capital Improvement Plan for Roadway Impact Fees ................................................8
Table 3. Level of Use for Roadway Facilities
(used in Appendix B and Appendix C) ....................................................................10
Table 4. 10-Year Capital Improvement Plan for Roadway Impact Fees
with Conceptual Level Project Cost Projections ....................................................15
Table 5. Transportation Demand Factor Calculations ............................................................17
Table 6. 10-Year Growth Projections ......................................................................................18
Table 7. Maximum Assessable Roadway Impact Fee Computation ................................ 19-20
Table 8. Maximum Assessable Roadway Impact Fee...........................................................22
Table 9. Land Use / Vehicle-Mile Equivalency Table (LUVMET) .................................... 24-25
List of Exhibits
Exhibit 1 – SH 121 Corridor Service Area .................................................................................4
Exhibit 2 – Future Land Use Plan .............................................................................................5
Exhibit 3 – SH 121 Corridor Service Area with Aerial ...............................................................6
Exhibit 4 – Roadway Impact Fee CIP .......................................................................................9
List of Examples
Example 1: Development Type - One (1) Unit of Single-Family Housing .............................26
Example 2: Development Type – 125,000 square foot Home Improvement ........................26
153
Roadway Impact Fee Update
The Colony, Texas
September 2025
iii
Executive Summary
Impact Fees are a mechanism for funding the public infrastructure necessitated by new development. They
originated and evolved in Florida, California and other fast-growing municipalities and counties, primarily in the
Southern and Western United States. Across the country, they are used to fund police and fire facilities, parks,
schools, roads, and utilities. In Texas, the legislature has allowed their use for water, wastewater, roadway, and
drainage facilities. Impact Fees are currently being used to fund public water and wastewater improvements,
drainage improvements, and as well as funding roadway infrastructure in the City of The Colony.
In the most basic terms, impact fees are meant to recover the incremental cost of each new unit of development in
terms of new infrastructure needs. In the case of roadway impact fees, the infrastructure need is increased capacity
on arterial and collector roadways. The purpose of this Impact Fee Study Update is to identify the fee per unit of new
development necessary to fund these improvements in accordance with the enabling legislation, Chapter 395 of the
Texas Local Government Code.
Impact Fees are a one-time fee, and are charged only against new development. They are based on the cost of the
capacity improvements necessary to accommodate new growth. For roadway impact fee purposes the City has one
(1) service area. A service area is a geographic area within which a unique maximum impact fee is determined. All
fees collected within the service area must be spent on eligible improvements within that same service area.
Impact fees are assessed when a final plat is recorded. The assessment defines the impact of each unit at the time
of platting, according to land use, and may not exceed the maximum impact fee allowed by law. Impact fees are
collected when a building permit is issued. Therefore, funds are not collected until development impacts are
introduced to the transportation system. Funds collected within a service area can be used only within the same
service area. Finally, fees must be utilized within 10 years of collection, or must be refunded with interest.
Chapter 395 of the Texas Local Government Code stipulates a specific process for the adoption of Impact Fees. An
Advisory Committee must review the Land Use Assumptions, CIP, and resulting maximum fee. Once feedback is
provided to City Council on these items, a public meeting is to be held prior to adoption.
This report includes details of the impact fee calculation methodology in accordance with Chapter 395, the applicable
Land Use Assumptions, development of the CIP, and the Land Use Equivalency Table.
The 2025 maximum assessable roadway impact fee calculated in this report is $1,052 per vehicle-mile. This is $816
more per vehicle-mile from the 2016 maximum fee, which was $236 per vehicle-mile.
154
Roadway Impact Fee Update
The Colony, Texas
September 2025
1
I. Introduction
Chapter 395 of the Texas Local Government Code describes the procedure Texas cities must follow in order to
create and implement Impact Fees. Senate Bill 243 (SB 243) amended Chapter 395 in September 2001 to define an
Impact Fee as “a charge or assessment imposed by a political subdivision against new development in order to
generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by
and attributable to the new development.”
Chapter 395 mandates that impact fees be reviewed and updated at least every five (5) years due to changes in the
Land Use Assumptions and Capital Improvements Plan (CIP). Accordingly, the City of The Colony has developed its
Land Use Assumptions and CIP with which to update the City’s Roadway Impact Fees from June 2016. The City has
retained Kimley-Horn and Associates, Inc. to provide professional transportation engineering services for the 2025
update of their Roadway Impact Fees. This report includes the details of the Roadway Impact Fee calculation
methodology in accordance with Chapter 395, the applicable Land Use Assumptions, development of the CIP, and
refinement of the Land Use Equivalency Table.
This report introduces and references two of the basic inputs to the Roadway Impact Fee:
1.Land Use Assumptions
2.Capital Improvement Plan
Information from the Land Use Assumptions and Capital Improvement Plan is used extensively throughout the
remainder of the report.
This report consists of a detailed discussion of the methodology for the computation of impact fees and is broken
down into two components:
1.Methodology for Roadway Impact Fees
2.Roadway Impact Fee Calculation
The components of the Methodology for Roadway Impact Fee includes development of:
·Service Area
·Service Units
·Cost Per Service Unit
·Cost of the CIP
·Service Unit Calculation
The components of the Roadway Impact Fee Calculation include:
·Maximum Assessable Impact Fee Per Service Unit
·Service Unit Demand Per Unit of Development
This report also includes a section concerning the Plan for Awarding the Roadway Impact Fee Credit. This plan
details the maximum assessable impact fee per service unit the City of The Colony may apply under Chapter 395 of
the Texas Local Government Code.
The final section of the report is the Conclusion,which presents the findings of the update analysis and summarizes
the report.
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II. Roadway Impact Fee Calculation Inputs
A.Land Use Assumptions
1.Purpose and Overview
In order to assess an impact fee, Land Use Assumptions must be developed to provide the basis for population and
employment growth projections within a political subdivision. As defined by Chapter 395 of the Texas Local
Government Code, these assumptions include a description of changes in land uses, densities, intensities, and
population in the service area. In addition, these assumptions are useful in assisting the City of The Colony in
determining the need and timing of capital improvements to serve future development.
In accordance with Chapter 395, information from the following sources was compiled: the City of The Colony
Comprehensive Plan – March 2023, the North Central Texas Council of Governments (NCTCOG), and consultation
with City staff.
The components of the Land Use Assumptions include the following:
·Methodology – An overview of the general methodology used to generate the land use assumptions;
·Impact Fee Service Areas – Explanation of the division of The Colony into service areas for roadway
facilities;
·Population and Employment – Data on population and employment within the service area for the base
year (2025) and growth projections over the next ten years (2025 – 2035); and
·Land Use Assumptions Summary – a synopsis of the land use assumptions.
The population and employment estimates and projections were all compiled in accordance with the following
categories:
Units:Number of dwelling units, both single and multi-family.
Population:Number of people based on person per dwelling unit factors.
Employment:Square feet of building area based on three (3) different classifications. Each classification has
unique trip-making characteristics.
Retail: Land use activities which provide for the retail sale of goods that primarily serve households
and whose location choice is oriented toward the household sector, such as grocery stores, and
restaurants.
Service: Land use activities which provide personal and professional services such as government
and other professional administrative offices.
Basic: Land use activities that produce goods and services such as those exported outside the
local economy, such as manufacturing, construction, transportation, wholesale, trade,
warehousing, and other industrial uses.
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2.Methodology
The population and employment growth projections formulated in this report were done using reasonable and
generally accepted planning principles. The following factors were considered in developing these projections:
·Character, type, density, and quantity of existing development;
·Current zoning plans;
·Future Land Use Plan (as currently adopted March 2023);
·Growth trends;
·Location of vacant land; and
·Physical holding capacity of The Colony.
Existing population and employment data was compiled using field and aerial survey of existing development. For the
remaining undeveloped areas, assumptions based upon existing development patterns and the future land use plan
were utilized. Consultation with City staff helped to determine the Build-Out year to be 2035.
3.Impact Fee Service Areas
The geographic boundary of the existing impact fee service areas for roadway facilities is shown in Exhibit 1. The
remaining portions of the City outside of this service area will not have a Roadway Impact Fee assessed for new
development and were not considered in this analysis.
It should be noted that at locations where the service area boundary follows a thoroughfare facility (e.g. North Colony
Boulevard), the proposed boundary is intended to be inclusive of the entire ROW of the facility. This distinction is
significant in establishing the Capital Improvements Plan for Roadway Impact Fees in later sections of this report.
4.Population and Employment
Population and employment estimates for the base year (2025) were performed based upon a survey of the existing
land uses. Build-Out projections were prepared based upon combining the existing land uses within the service area
with reasonable assumptions for undeveloped land based upon the current Future Land Use Plan. Ten-year growth
projections were prepared based upon consultation with City staff regarding the Build-Out year, which was assumed
to be 2035.Exhibit 2 presents the current Future Land Use Plan and Exhibit 3 displays the proposed SH 121
Corridor Service Area boundary and aerial photography.Table 1 summarizes the population and employment
projections within the SH 121 Service Area for 2025 and 2035 (Build-Out).
157
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Legend
Streets
SH 121 Corridor Service
Area
City Limits
Exhibit 1 -
SH 121 Corridor
Service Area
0 0.5 10.25 Miles
158
September 2025
Exhibit 2 -
Future Land Use Plan
Legend
Streets
Commercial/Office
Government
Low Density Residential
Main Street/Lake
Access/Viewshed
Medium Density
Residential
Mixed Urban
Development
Neighborhood
Revitalization
Parks
Public/Semi Public
Residential ETJ
SH 121 Corridor
Development
Urban Corridor
Vacant
159
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Newto
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Augu
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S
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Grandscape
South Colony
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PlanoPlanoMemorialMemorial
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Legend
Streets
SH 121 Corridor Service
Area
City Limits
Exhibit 3 -
SH 121 Corridor
Service Area
with Aerial
0 0.5 10.25 Miles
September 2025
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Table 1 – Residential and Non-Residential
Growth Projections
Year Population Units Non-Residential (Square Feet)
Basic Service Retail Total
SH 121
Corridor
Service
Area
2025 24,586 9,384 2,017,000 887,000 7,004,000 9,908,000
2035 26,879 10,259 2,043,965 962,000 7,755,488 10,761,453
After examining the demographic projections developed for the service area, a number of observations can be made.
Overall growth within the SH 121 Corridor Service Area is limited. A majority of the residential areas within SH 121
Corridor Service Area are already built out. The remaining growth is projected to consist of primarily multi-family
areas along SH 121. Based upon the City’s Land Use Plan, the primary source of future population growth will be
outside the studied service area.
Employment growth within the City is projected to occur primarily along the SH 121 Corridor. These growth trends
are also consistent with the Future Land Use Plan.
5.Summary
The SH 121 Corridor Service Area is projected to build-out over the next ten years. This is consistent with the Future
Land Use Plan in the Service Area, which consists of primarily non-residential land uses and a few mixed-use areas.
As a result of this analysis, the following summary statistics were compiled for the Service Area:
·The Existing (2025) population is approximately 24,586.
·The Existing (2025) employment area is approximately 9,908,000 square feet.
·The Build-Out (2035) population projection is approximately 26,879.
·The Build-Out (2035) employment area projection is approximately 10,761,453 square feet.
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B.Capital Improvement Plan
The City has identified the transportation projects needed to accommodate the projected growth within the service
area. The Capital Improvement Plan (CIP) for Roadway Impact Fees is made up of the following:
·Recently completed projects with excess capacity available to serve new growth;
·All remaining projects needed to complete the City’s Master Thoroughfare Plan; and
·CIP intersection projects.
The CIP includes arterial and collector class roadway facilities as well as intersection improvements. All of the
facilities are part of the currently adopted Master Thoroughfare Plan.
The CIP for Roadway Impact Fees for the 2025 Impact Fee Update are listed in Table 2 and mapped in Exhibit 4.
The table shows the length of each project as well as the facility’s Master Thoroughfare Plan classification. The CIP
was developed in conjunction with input from the City of The Colony staff and represents those projects that will be
needed to accommodate the growth projected.
Table 2 – Capital Improvement Plan for Roadway Impact Fees
Service Area Proj. #Class Roadway Limits Length
(mi)
% In
Service
Area
1 4U-B (1/2)S. Colony Blvd. (1) Lakeshore Blvd to Westport Dr 0.15 100%
2 6D (1/3)S. Colony Blvd. (2) Main St. to Paige Rd.0.99 100%
3 4D-C S. Colony Blvd. (3) Paige Rd. to Bear Run Rd.0.16 100%
4 6D (1/3)S. Colony Blvd. (4) Paige Rd. to Memorial Dr 0.53 100%
5 4D-C S. Colony Blvd. Overpass 350' N of SH 121 SBFR to Grandscape Blvd 0.32 100%
6 4D-C Memorial Dr. (1) Standridge Dr. to 570' W. of Main St.0.66 100%
7 4D-C Memorial Dr. (2) 570' W. of Main St. to Main St.0.11 100%
8 6D (1/3)Memorial Dr. (3) Main St. to City Limits 2.45 100%
9 4D-C (1/2)Memorial Dr. (4) Blair Oaks Dr. to Paige Rd.0.63 100%
10 4U-A (1/2)Standridge Dr. (1) 510' N of Memorial Dr. to 245' S of Cedar Ridge Ct.0.24 100%
11 6D (1/3)Standridge Dr. (2) Memorial Dr. to 510' N of Memorial Dr.0.10 100%
12 8D (1/4)Main St. Cougar Aly to S Colony Blvd.0.46 100%
13 6D-B & 8D-A Paige Rd. SH 121 to S. Colony Blvd.0.83 100%
14 4U-A (1/2)Morningstar Dr. Crestwood Ln. to N. Colony Blvd.0.33 100%
15 4U-A Blair Oaks Dr. SH 121 to Memorial Dr.0.17 100%
16 4D-C (1/2)Memorial Dr. (5) Paige Rd. to 840' E. of Paige Rd.0.16 100%
17 6D (1/3)Memorial Dr. (6) Standridge Dr. to 570' W. of Main St.0.66 100%
18 4D-C Memorial Dr. (7) Worley Dr to S. Colony Blvd 0.30 100%
I-1 -SH 121 Deceleration Lanes (1) Paige Rd. - SB - 100%
I-2 -SH 121 Deceleration Lanes (1) Morning Star. - SB - 100%
I-3 -SH 121 Deceleration Lanes (1) Blair Oaks Dr. - SB - 100%
I-4 -Paige Rd./Nash Dr. & Paige Rd/Norris Nash Drive to Norris -100%
I-5 -Standridge Dr & Memorial Dr Standridge Dr. / Memorial Dr Signal - 100%
I-6 -S Colony Blvd / Floor & Décor S Colony Blvd / Floor & Décor Signal - 100%
SH 121 Corridor
Intersection Improvements
162
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Legend
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Exhibit 4:
Roadway Impact Fee CIP
0 0.5 10.25 Miles
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III.Methodology for Roadway Impact Fees
A.Service Areas
The SH 121 Corridor Service Area used in the 2025 Roadway Impact Fee Update is shown in the previously
referenced Exhibit 1. This service area covers only a portion of the corporate boundary of the City of The Colony.
Chapter 395 of the Texas Local Government Code specifies that “the service area is limited to an area within the
corporate boundaries of the political subdivision and shall not exceed six (6) miles.” Note that the SH 121 Corridor
Service Area was limited to four (4) miles.
B.Service Units
The “service unit” is a measure of consumption or use of the roadway facilities by new development. In other words,
it is the measure of supply and demand for roads in the City. For transportation purposes, the service unit is defined
as a vehicle-mile.
Another aspect of the service unit is the service volume that is provided (supplied) by a lane-mile of roadway facility.
This number, also referred to as capacity, is a function of the facility type, facility configuration, number of lanes, and
level of service. Below is the definition for vehicle-mile.
Vehicle-Mile: The capacity consumed in a single lane in the PM peak hour by a vehicle making a trip one mile in
length. The PM Peak is commonly used as the basis for transportation planning and the estimation of trips caused
by new development.
Total Vehicle-Miles of Supply: Based on the total length (miles), number of lanes, and capacity (vehicles per hour)
(see Appendix B).
Total Vehicle-Miles of Demand: Based on the 10-year growth projections. The demand is equal to PM Trip Rate
(trips) * Trip Length (miles).
The hourly service volumes used in the Roadway Impact Fee Update are based upon Thoroughfare Capacity Criteria
published by the North Central Texas Council of Governments (NCTCOG).Table 3 shows the service volumes as a
function of the facility type.
Table 3 – Level of Use for Roadway Facilities
(used in Appendix B and Appendix C)
Roadway Type
(MTP Classifications)Median Configuration
Hourly Vehicle-Mile Capacity
per Lane-Mile of Roadway
Facility
2U-C – Minor Collector Undivided 425
4U-A – Major Collector Undivided 475
4U-B – Minor Collector Undivided 475
4D-C – Minor Arterial Divided 650
6D-A – Major Arterial Divided 700
6D-B – Minor Arterial Divided 700
8D-A – Major Arterial Divided 700
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C.Cost Per Service Unit
A fundamental step in the impact fee process is to establish the cost for each service unit. In the case of the
Roadway Impact Fee, this is the cost for each vehicle-mile of travel. This cost per service unit is the cost to construct
a roadway (lane-mile) needed to accommodate a vehicle-mile of travel at a level of service corresponding to the
City’s standards. The cost per service unit is calculated for each service area based on a specific list of projects
within that service area.
The second component of the cost per service unit is the number of service units in each service area. This number
is the measure of the growth in transportation demand that is projected to occur in the ten-year period. Chapter 395
requires that impact fees be assessed only to pay for growth projected to occur in the City limits within the next ten-
years, a concept that will be covered in a later section of this report. As noted earlier, the units of demand are
vehicle-miles of travel.
D.Cost of the CIP
The costs that may be included in the cost per service unit are all of the implementation costs for the Roadway
Impact Fee Update, as well as project costs for thoroughfare plan elements within the Capital Improvement Plan.
Chapter 395 of the Texas Local Government Code specifies that the allowable costs are “…including and limited to
the:
1.Construction contract price;
2.Surveying and engineering fees;
3.Land acquisition costs, including land purchases, court awards and costs, attorney’s fees, and expert witness
fees; and
4.Fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant preparing
or updating the Capital Improvement Plan who is not an employee of the political subdivision.”
The engineer’s opinion of the probable costs of the projects in the CIP is based, in part, on the calculation of a unit
cost of construction. This means that a cost per linear foot of roadway is calculated based on an average price for
the various components of roadway construction. This allows the probable cost to be determined by the type of
facility being constructed, the number of lanes, and the length of the project. In addition, based upon discussions with
City of The Colony staff, State, County, and developer driven projects have been included in the CIP as lump sum
costs where the City has contributed a portion of the total project costs. The following is a detailed description of the
costing worksheet/methodology for the Roadway Impact Fee CIP.
1.Overview of Roadway Impact Fee CIP Costing Worksheets
For each project a specific costing worksheet was developed (see Appendix A). Each worksheet contained the
following four (4) main components:
·Project Information,
·Construction Pay Items,
·Construction Component Allowances and
·Summary of Costs and Allowances
An example costing sheet showing these four components is provided on the following page.
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2. Project Information
In order to correctly estimate the cost of a roadway project, several attributes are first identified:
·Project Number – Identifies each project with a corresponding number. The corresponding number
does not represent any prioritizations and is used only to identify projects.
·Name – A unique identifier for each project.
·Limits – Represents the beginning and ending location for each project.
·Impact Fee Class – The costing class to be used in the analysis. The impact fee class provides the
width for the various elements in the roadway. The construction costs are variable, based on the
proposed Thoroughfare Plan classification of the roadway. Additional classifications are utilized in
cases where a portion of the facility currently exists and the road is only to be widened. The following
notations are used for these projects:
o “(1/2)” for facilities where half the facility still needs to be constructed;
o “(1/3)” for future six-lane major arterials facilities where two additional lanes are needed
o “(1/4)” for future eight-lane major arterials facilities where two additional lanes are needed
·Ultimate Class – The functional classification on The Colony’s Thoroughfare Plan.
·Length (ft) – The distance measured in feet that is used to cost out the project.
·Service Area(s) – Represents the service area where the project is located.
·Description – Used to describe the project type assumed in the costing such as a widening or
reconstruction.
3.Construction Pay Items
A typical roadway project consists of a number of costs, including the following: planning, survey, design
engineering, permitting, right-of way acquisition, construction and inspection. While the construction cost
component of a project may actually consist of approximately 100 various pay items, a simplified approach
was used for developing the conceptual level project costs. Each new project’s construction cost was
divided into three cost components: roadway construction cost, major construction component allowances,
and summary of cost and allowances. The roadway construction components consist of the following pay
items:
1.Street excavation
2.Flex base
3.Concrete pavement
4. Topsoil
5.Concrete driveway approach
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4. Construction Component Allowances
A percentage of the paving construction cost is allotted for various major construction component
allowances, as appropriate. These allowances include preparation of right-of-way, traffic control, pavement
markings and signage, roadway drainage, special drainage structures, incidental water and sewer
relocation, illumination, and landscaping and irrigation. These allowance percentages are also based on
historical data.
The paving and allowance subtotal is given a fifteen percent (15%) contingency to determine the
construction cost total. Lump sum dollar allowances are provided for intersection improvements where
needs are anticipated.
5.Summary of Cost and Allowances
To determine the total Impact Fee Project Cost, twenty percent (20%) of the construction cost total is added
for engineering, surveying, and testing. An additional six percent (6%) of the construction cost total is added
for mobilization. Note that costs associated with right-of-way/easement acquisition was not included as part
of the impact fee projects.
The Impact Fee Project Cost Total is the Construction Cost Total plus engineering, surveying, testing, and
mobilization.
Table 4 summarizes the CIP project list for the SH 121 Corridor service area with conceptual level cost projections.
Detailed cost projections and methodology used for each individual project can be seen in Appendix A, Conceptual
Level Project Cost Projections. It should be noted that these tables reflect only conceptual-level opinions or
assumptions regarding the portions of future project costs that are potentially recoverable through impact fees. Actual
costs of construction are likely to change with time and are dependent on market and economic conditions that
cannot be precisely predicted at this time.
This CIP establishes the list of projects for which Impact Fees may be utilized. Essentially, it establishes a list of
projects for which an impact fee funding program can be established. This is different from the City’s construction
CIP, which provides a broad list of capital projects for which the City is committed to building. The cost projections
utilized in this study should not be utilized for the City’s building program or construction CIP.
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Table 4 – 10-Year Capital Improvement Plan for Roadway Impact Fees
with Conceptual Level Project Cost Projections
Proj. #Class Roadway Limits Length
(mi)
% In
Service
Area
Total Project
Cost
Cost in Service
Area
1 4U-B (1/2)S. Colony Blvd. (1)Lakeshore Blvd to Westport Dr 0.15 100%655,000$655,000$
2 6D (1/3)S. Colony Blvd. (2)Main St. to Paige Rd.0.99 100%3,760,000$3,760,000$
3 4D-C S. Colony Blvd. (3)Paige Rd. to Bear Run Rd.0.16 100%393,553$393,553$
4 6D (1/3)S. Colony Blvd. (4)Paige Rd. to Memorial Dr 0.53 100%2,030,000$2,030,000$
5 4D-C S. Colony Blvd. Overpass 350' N of SH 121 SBFR to Grandscape Blvd 0.32 100%5,132,914$5,132,914$
6 4D-C Memorial Dr. (1)Standridge Dr. to 570' W. of Main St. 0.66 100%1,730,726$1,730,726$
7 4D-C Memorial Dr. (2)570' W. of Main St. to Main St.0.11 100%370,009$370,009$
8 6D (1/3)Memorial Dr. (3)Main St. to City Limits 2.45 100%9,335,000$9,335,000$
9 4D-C (1/2)Memorial Dr. (4)Blair Oaks Dr. to Paige Rd.0.63 100%136,971$136,971$
10 4U-A (1/2)Standridge Dr. (1)510' N of Memorial Dr. to 245' S of Cedar Ridge Ct. 0.24 100%1,426,000$1,426,000$
11 6D (1/3)Standridge Dr. (2)Memorial Dr. to 510' N of Memorial Dr. 0.10 100%373,000$373,000$
12 8D (1/4)Main St.Cougar Aly to S Colony Blvd.0.46 100%352,600$352,600$
13 6D-B & 8D-A Paige Rd.SH 121 to S. Colony Blvd.0.83 100%3,560,302$3,560,302$
14 4U-A (1/2)Morningstar Dr.Crestwood Ln. to N. Colony Blvd.0.33 100%1,991,000$1,991,000$
15 4U-A Blair Oaks Dr.SH 121 to Memorial Dr.0.17 100%2,020,000$2,020,000$
16 4D-C (1/2)Memorial Dr. (5)Paige Rd. to 840' E. of Paige Rd.0.16 100%121,706$121,706$
17 6D (1/3)Memorial Dr. (6)Standridge Dr. to 570' W. of Main St. 0.66 100%2,514,000$2,514,000$
18 4D-C Memorial Dr. (7)Worley Dr to S. Colony Blvd 0.30 100% 870,893$870,893$
I-1 -SH 121 Deceleration Lanes (1)Paige Rd. - SB -100%275,000$275,000$
I-2 -SH 121 Deceleration Lanes (1)Morning Star. - SB - 100%275,000$275,000$
I-3 -SH 121 Deceleration Lanes (1)Blair Oaks Dr. - SB -100%275,000$275,000$
I-4 -Paige Rd./Nash Dr. & Paige Rd/Norris Nash Drive to Norris - 100%600,000$600,000$
I-5 -Standridge Dr & Memorial Dr Standridge Dr. / Memorial Dr Signal - 100%379,545$379,545$
I-6 -S Colony Blvd / Floor & Décor S Colony Blvd / Floor & Décor Signal - 100%401,664$401,664$
38,979,883$
45,490$
39,025,373$
Service Area Project Cost Subtotal
Roadway Impact Fee Study Cost
Total Cost in SH 121 CORRIDOR SERVICE AREA
Intersection Improvements
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E.Service Unit Calculation
The basic service unit for the computation of The Colony’s roadway impact fees is the vehicle-mile of travel during
the afternoon peak-hour. To determine the cost per service unit, it is necessary to project the growth in vehicle-miles
of travel for the service area for the ten-year period.
The growth in vehicle-miles from 2025 to 2035 is based upon projected changes in residential and non-residential
growth for the period. In order to determine this growth, baseline estimates of population, basic square feet, service
square feet, and retail square feet for 2025 were made by the City, along with projections for each of these
demographic statistics through 2035. The Land Use Assumptions for the 2025 Impact Fee Update details the growth
estimates used for the impact fee determination.
The residential and non-residential statistics in the Land Use Assumptions provide the “independent variables” that
are used to calculate the existing (2025) and projected (2035) transportation service units (vehicle-miles) used to
establish the roadway impact fee maximum rates within the service area. The roadway demand service units
(vehicle-miles) for the service area is the sum of the vehicle-miles “generated” by each category of land use in the
service area.
For the purpose of impact fees, all developed and developable land is categorized as either residential or non-
residential. For residential land uses, the existing and projected population is converted to dwelling units. The
number of dwelling units in each service area is multiplied by a transportation demand factor to compute the vehicle-
miles of travel that occur during the afternoon peak hour. This factor computes the average amount of demand
caused by the residential land uses in the service area. The transportation demand factor is discussed in more detail
below.
For non-residential land uses, the process is similar. The Land Use Assumptions provide existing and projected
number of building square footages for three (3) categories of non-residential land uses – basic, service, and retail.
These categories correspond to an aggregation of other specific land use categories based on the North American
Industrial Classification System (NAICS).
Building square footage is the most common independent variable for the estimation of non-residential trips in the
Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition. This characteristic is more
appropriate than the number of employees because building square footage is tied more closely to trip generation
and is known at the time of application for any development or development modification that would require the
assessment of an impact fee.
The existing and projected Land Use Assumptions for the dwelling units and the square footage of basic, service,
and retail land uses provide the basis for the projected increase in vehicle-miles of travel. As noted earlier, a
transportation demand factor is applied to these values and then summed to calculate the total peak hour vehicle-
miles of demand for the service area.
The transportation demand factors are aggregate rates derived from three sources – the ITE Trip Generation Manual,
11th Edition, Regional Origin-Destination Travel Survey performed by NCTCOG, and trip length information from the
National Household Travel Survey (NHTS). ITE’s Trip Generation Manual, 11th Edition provides the number of trips
that are produced or attracted to the land use for each dwelling unit, square foot of building, or other corresponding
unit. For the retail category of land uses, the rate is adjusted to account for the fact that a percentage of retail trips
are made by people who would otherwise be traveling past that particular establishment anyway, such as a trip
between work and home. These trips are called pass-by trips, and since the travel demand is accounted for in the
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land use calculations relative to the primary trip, it is necessary to discount the retail rate to avoid double counting
trips.
The next component of the transportation demand factor accounts for the length of each trip. The average trip length
for each category is based on the region-wide travel characteristics survey conducted by NCTCOG as well as
average vehicle trip lengths collected by NHTS.
The computation of the transportation demand factor is detailed in the following equation:
Variables:
TDF = Transportation Demand Factor, L = Average Trip Length (miles), and
T = Trip Rate (peak hour trips / unit),OD = Origin-Destination Reduction (50%)
Pb = Pass-By Discount (% of trips),SAL = Max Service Area Trip Length
Lmax = Maximum Trip Length (miles),
The maximum trip length was limited to four (4) miles based on the maximum trip length within the service area.
Chapter 395 of the Texas Local Government Code allows for a service area of six (6) miles; however the service
area within The Colony is approximately four (4) miles in diameter.
The adjustment made to the average trip length statistic in the computation of the maximum trip length is the origin-
destination reduction. This adjustment is made because the Roadway Impact Fee is charged to both the origin and
destination end of the trip. For example, impact fee methodology will account for a trip from home to work within The
Colony to both residential and non-residential land uses. To avoid counting these trips as both residential and non-
residential trips, a 50% origin-destination (OD) reduction factor is applied. Therefore, only half of the trip length is
assessed to each land use. This methodology is consistent with that used in the NHTS.
Table 5 shows the derivation of the Transportation Demand Factor for the residential land uses and the three (3)
non-residential land use categories. The values utilized for all variables shown in the transportation demand factor
equation are also shown in the table.
Table 5 – Transportation Demand Factor Calculations
Variable Residential
(ITE 210)
Basic
(ITE 110)
Service
(ITE 710)
Retail
(ITE 820)
T 0.94 0.65 1.44 3.40
Pb 0%0%0%29%
L 9.79 10.02 10.92 6.43
Lmax 4.00 4.00 4.00 3.22
TDF 3.76 2.60 5.76 7.76
The application of the demographic projections and the transportation demand factors are presented in the 10-Year
Growth Projections in Table 6. This table shows the total vehicle-miles by service area for the years 2025 and 2035.
These estimates and projections lead to the Vehicle-Miles of Travel for both 2025 and 2035.
)SAor*(min
*)1(*
Lmax
max
where...ODLL
LPTTDFb
=
-=
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Table 6 – 10-Year Growth Projections
Year 2025TOTALTDF2VEHICLEMILES3BASIC SERVICE RETAILBASIC6SERVICE7RETAIL8BASICSERVICERETAIL TOTALVEHICLEMILES100.940.651.442.41SH121 CORRIDOR3.76 35,284 2,017,000 887,000 7,004,000 2.60 5.76 7.76 5,244 5,109 54,358 64,711 99,995Year 2035TOTALTDF2VEHICLEMILES3BASIC SERVICE RETAILBASIC6SERVICE7RETAIL8BASICSERVICERETAIL TOTALVEHICLEMILES100.940.651.442.41SH121 CORRIDOR3.76 38,574 2,043,965 962,000 7,755,488 2.60 5.76 7.76 5,314 5,541 60,190 71,045 109,619VEHICLE-MILES OF INCREASE11(2025 - 2035)Notes:SH121 CORRIDOR9,6241From Land Use Assumptions2Transportation Demand Factor for the Service Area (from LUVMET) using Single Family Detached Housing land use andtrip generation rate3Calculated bymultiplying TDF by the number of dwelling units4From Land Use Assumptions5Trip generation rateand Transportation Demand Factors from LUVMET for each land use6'Basic' corresponds to General Light Industrial land use andtrip generation rate7'Service' corresponds to General Office Building land use andtrip generation rate8'Retail' corresponds to Shopping Center (>150k) land use andtrip generation rate9Calculated bymultiplying Transportation Demand Factor by the number of thousand square feet for each land use10Residential plus non-residential vehicle-mile totals for the SH 121 Corridor Service Area11Total Vehicle-Miles (2025) subtracted from Total Vehicle-Miles (2035)SERVICE AREA VEH-MILESSERVICE AREARESIDENTIAL VEHICLE-MILESSQUARE FEET4TRANS. DEMAND FACTOR5NON-RESIDENTIAL VEHICLE-MILES9DWELLINGUNITS110,259Table 6. 10-Year Growth ProjectionsSERVICE AREARESIDENTIAL VEHICLE-MILESSQUARE FEET4TRANS. DEMAND FACTOR5NON-RESIDENTIAL VEHICLE-MILES9DWELLINGUNITS19,384172
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IV. Roadway Impact Fee Calculation
A.Maximum Assessable Impact Fee Per Service Unit
This section presents the maximum assessable impact fee rate calculated for the service area. The maximum
assessable impact fee is the sum of the eligible Roadway Impact Fee CIP costs for the service area divided by the
growth in travel attributable to new development projected to occur within the 10-year period. A majority of the
components of this calculation have been described and presented in previous sections of this report. The purpose
of this section is to document the computation for each service area and to demonstrate that the guidelines provided
by Chapter 395 of the Texas Local Government Code have been addressed.Table 7 illustrates the computation of
the maximum assessable impact fee computed for the service area. Each row in the table is numbered to simplify
explanation of the calculation.
Table 7 – Maximum Assessable Roadway Impact Fee Computation
Line Title Description
1
Total Vehicle-Miles of
Capacity Added by the
CIP
The total number of vehicle-miles added to the service area based on the
capacity, length, and number of lanes in each project (from Appendix B –
CIP Service Units of Supply)
Each project identified in the Impact Fee CIP will add a certain amount of capacity to the City’s roadway network
based on its length and classification. This line displays the total amount added within the service area.
2 Total Vehicle-Miles of
Existing Demand
A measure of the amount of traffic currently using the roadway facilities
upon which capacity is being added. (from Appendix B – CIP Service Units
of Supply)
A number of facilities identified in the Impact Fee CIP have traffic currently utilizing a portion of their existing
capacity. This line displays the total amount of capacity along these facilities currently being used by existing
traffic.
3 Total Vehicle-Miles of
Existing Deficiencies
Number of vehicle-miles of travel that are not accommodated by the existing
roadway system (from Appendix C – Existing Roadway Facilities
Inventory)
In order to ensure that existing deficiencies on the City’s roadway network are not recoverable through impact
fees, this line is based on the entire roadway network within the service area. Any roadway within the service area
that is deficient – even those not identified on the Impact Fee CIP – will have these additional vehicle-miles
removed from the calculation.
4 Net Amount of Vehicle-
Miles of Capacity Added
A measurement of the amount of vehicle-miles added by the CIP that will
not be utilized by existing demand (Line 1 – Line 2 – Line 3)
This calculation identifies the portion of the Impact Fee CIP (in vehicle-miles) that may be recoverable through the
collection of impact fees.
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5 Total Cost of the CIP
within the Service Area
The total cost of the projects within the service area (from Table 4:10-Year
Capital Improvement Plan with Conceptual Level Cost Project Cost
Projections)
This line simply identifies the total cost of all of the projects identified in each service area.
6 Cost of Net Capacity
Supplied
The total CIP cost (Line 5) prorated by the ratio of Net Capacity Added
(Line 4) to Total Capacity Added (Line 1).[(Line 4 / Line 1) * (Line 5)]
Using the ratio of vehicle-miles added by the Roadway Impact Fee CIP available to serve future growth to the total
vehicle-miles added, the total cost of the CIP is reduced to the amount available for future growth (i.e. excluding
existing usage and deficiencies).
7 Cost to Meet Existing
Needs and Usage
The difference between the Total Cost of the CIP (Line 5) and the Cost of
the Net Capacity supplied (Line 6).(Line 5 – Line 6)
This line is provided for informational purposes only – it is to present the portion of the total cost of the Roadway
Impact Fee CIP that is required to meet existing demand.
8
Total Vehicle-Miles of
New Demand over Ten
Years
Based upon the growth projection provided in the Land Use Assumptions,
an estimate of the number of new vehicle-miles within the service area over
the next ten years. (from Table 6)
This line presents the amount of growth (in vehicle-miles) projected to occur within the service area over the next
ten years.
9
Percent of Capacity
Added Attributable to New
Growth
The result of dividing Total Vehicle-Miles of New Demand (Line 8) by the
Net Amount of Capacity Added (Line 4), limited to 100% (Line 10). This
calculation is required by Chapter 395 to ensure capacity added is
attributable to new growth.10 Chapter 395 Check
In order to ensure that the vehicle-miles added by the Roadway Impact Fee CIP do not exceed the amount
needed to accommodate growth beyond the ten-year window, a comparison of the two values is performed. If the
amount of vehicle-miles added by the Roadway Impact Fee CIP exceeds the growth projected to occur in the next
ten years, the Roadway Impact Fee CIP cost is reduced accordingly.
11
Cost of Capacity Added
Attributable to New
Growth
The result of multiplying the Cost of Net Capacity Added (Line 6) by the
Percent of Capacity Added Attributable to New Growth, limited to 100%
(Line 9 and 10).
This value is the total Impact Fee CIP project costs (excluding financial costs) that may be recovered through
impact fees. This line is determined considering the limitations to impact fees required by the Texas legislature.
12 Pre-Credit CIP Cost Per
Service Unit
Found by dividing the Cost of the CIP attributed to growth by the Total
Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 11 /Line 8).
This value is the total Impact Fee CIP project costs (excluding financial costs) that may be recovered through impact
fees. This line is determined considering the limitations to impact fees required by the Texas legislature.
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B.Plan for Awarding the Roadway Impact Fee Credit
Chapter 395 of the Texas Local Government Code requires the Capital Improvement Plan for Roadway Impact Fees
contain specific enumeration of a plan for awarding the impact fee credit. Section 395.014 of the Code states:
“(7) A plan for awarding:
(A)a credit for the portion of ad valorem tax and utility service revenues generated by new service
units during the program period that is used for the payment of improvements, including the
payment of debt, that are included in the capital improvements plan; or
(B)In the alternative, a credit equal to 50 percent of the total projected cost of implementing the capital
improvements plan…”
The City of The Colony has determined the maximum assessable impact fee per service unit shall be 50%
of the total projected cost of implementing the capital improvements plan. Therefore, the Percent of Fee
Recoverable (Line 13) is multiplied by the Pre-Credit CIP Cost Per Service Unit (Line 12) to obtain the
Maximum Assessable Fee Per Service Unit (Line 14).
Table 8 summarizes these calculations previously mentioned and provides the maximum assessable impact
fee.
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Table 8 – Maximum Assessable Roadway Impact Fee
SH 121 CORRIDOR
1 TOTAL VEH-MI OF CAPACITY ADDED BY THE CIP
(FROM CIP UNITS OF SUPPLY,APPENDIX B )18,527
2 TOTAL VEH-MI OF EXISTING DEMAND
(FROM CIP UNITS OF SUPPLY,APPENDIX B )7,048
3 TOTAL VEH-MI OF EXISTING DEFICIENCIES
(FROM EXISTING FACILITIES INVENTORY,APPENDIX C)1,780
4 NET AMOUNT OF VEH-MI OF CAPACITY ADDED
(LINE 1 - LINE 2 - LINE 3)9,699
5 TOTAL COST OF THE CIP WITHIN SERVICE AREA
(FROM TABLE 4 ) $ 39,025,373
6 COST OF NET CAPACITY SUPPLIED
(LINE 4 / LINE 1) * (LINE 5) $ 20,430,026
7 COST TO MEET EXISTING NEEDS AND USAGE
(LINE 5 - LINE 6) $ 18,595,347
8 TOTAL VEH-MI OF NEW DEMAND OVER TEN YEARS
(FROM TABLE 6 AND LAND USE ASSUMPTIONS )9,624
9 PERCENT OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH
(LINE 8 / LINE 4)99.2%
10 IF LINE 8 > LINE 4, REDUCE LINE 9 TO 100%,
OTHERWISE NO CHANGE 99.2%
11 COST OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH
(LINE 6 * LINE 10) $ 20,266,586
12
PRE-CREDIT CIP COST PER SERVICE UNIT
($ PER VEH-MI)
(LINE 11 / LINE 8)
$ 2,105
13 PERCENT OF FEE RECOVERABLE
(FROM CHAPTER 395 OF THE LOCAL GOVERNMENT CODE)50%
14 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH-MI)
(LINE 12 * LINE 13) $ 1,052
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C.Service Unit Demand Per Unit Development
The Roadway Impact Fee is determined by multiplying the impact fee rate by the number of service units projected
for the proposed development. For this purpose, the City utilizes the Land Use/Vehicle-Mile Equivalency Table
(LUVMET), presented in Table 9. This table lists the predominant land uses that may occur within the City of The
Colony. For each land use, the development unit that defines the development’s magnitude with respect to
transportation demand is shown. Although every possible use cannot be anticipated, the majority of uses are found
in this table. If the exact use is not listed, one similar in trip-making characteristics can serve as a reasonable proxy.
The individual land uses are grouped into categories, such as residential, office, commercial, and industrial.
The trip rates presented for each land use are a fundamental component of the LUVMET. The trip rate is the
average number of trips generated during the afternoon peak hour by each land use per development unit. The next
column, if applicable to the land use, presents the number of trips to and from certain land uses reduced by pass-by
trips, as previously discussed.
The source of the trip generation and pass-by statistics is ITE’s Trip Generation Manual, 11th Edition, the latest
edition of the definitive source for trip generation data. This manual utilizes trip generation studies for a variety of
land uses throughout the United States, and is the standard used by traffic engineers and transportation planners for
traffic impact analysis, site design, and transportation planning.
To convert vehicle trips to vehicle-miles, it is necessary to multiply trips by trip length. The adjusted trip length values
are based on the Regional Origin-Destination Travel Survey performed by the North Central Texas Council of
Governments (NCTCOG) as well as average trip lengths from NHTS. The lower of the two trip lengths was utilized
when calculating the transportation demand factor. The other adjustment to trip length is the 50% origin-destination
reduction to avoid double counting of trips. At this stage, another important aspect of the state law is applied – the
limit on transportation service unit demand. If the adjusted trip length is above four (4) miles, the maximum trip
length used for calculation is reduced to four (4) miles. This reduction, as discussed previously, limits the maximum
trip length to the approximate size of the service areas.
The remaining column in the LUVMET shows the vehicle-miles per development unit. This number is the product of
the trip rate and the maximum trip length. This number, previously referred to as the Transportation Demand Factor,
is used in the impact fee estimate to compute the number of service units attributed to each land use category. The
number of service units is multiplied by the impact fee rate (established by City ordinance) in order to determine the
impact fee for a development.
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Table 9. Land Use / Vehicle-Mile Equivalency Table (LUVMET)
ITE Land
Use
Code
Development Unit
Trip
Gen
Rate
(PM)
Pass-
by
Rate
Pass-
by
Source
Trip
Rate
Trip
Length
(mi)
Adj.
For
O-D
Adj.
Trip
Length
(mi)
Max
Trip
Length
(mi)
Veh-Mi
Per Dev-
Unit
PORT AND TERMINAL
Intermodal Truck Terminal 030 1,000 SF GFA 1.87 1.87 10.02 50%5.01 4.00 7.48
INDUSTRIAL
General Light Industrial 110 1,000 SF GFA 0.65 0.65 10.02 50%5.01 4.00 2.60
Industrial Park 130 1,000 SF GFA 0.34 0.34 10.02 50%5.01 4.00 1.36
Warehousing 150 1,000 SF GFA 0.18 0.18 10.02 50%5.01 4.00 0.72
Mini-Warehouse 151 1,000 SF GFA 0.15 0.15 10.02 50%5.01 4.00 0.60
RESIDENTIAL
Single-Family Detached Housing 210 Dwelling Unit 0.94 0.94 9.79 50%4.90 4.00 3.76
Multi-family Housing (Low-Rise) / Townhomes 220 Dwelling Unit 0.51 0.51 9.79 50%4.90 4.00 2.04
Multi-family Housing (Mid-Rise)221 Dwelling Unit 0.39 0.39 9.79 50%4.90 4.00 1.56
Multi-family Housing (High-Rise)222 Dwelling Unit 0.32 0.32 9.79 50%4.90 4.00 1.28
Mobile Home Park / Manufactured Housing 240 Dwelling Unit 0.58 0.58 9.79 50%4.90 4.00 2.32
Senior Adult Housing-Detached 251 Dwelling Unit 0.30 0.30 9.79 50%4.90 4.00 1.20
Senior Adult Housing-Attached 252 Dwelling Unit 0.25 0.25 9.79 50%4.90 4.00 1.00
Assisted Living 254 Beds 0.24 0.24 9.79 50%4.90 4.00 0.96
LODGING
Hotel 310 Room 0.59 0.59 6.43 50%3.22 3.22 1.90
Motel / Other Lodging Facilities 320 Room 0.36 0.36 6.43 50%3.22 3.22 1.16
RECREATIONAL
Golf Course 430 Acre 0.28 0.28 6.43 50%3.22 3.22 0.90
Miniature Golf Course 431 Hole 0.33 0.33 6.43 50%3.22 3.22 1.06
Golf Driving Range 432 Tee 1.25 1.25 6.43 50%3.22 3.22 4.02
Movie Theater 445 Screens 13.96 13.96 6.43 50%3.22 3.22 44.88
Ice Skating Rink 465 1,000 SF GFA 1.33 1.33 6.43 50%3.22 3.22 4.28
Racquet / Tennis Club 491 Court 3.82 3.82 6.43 50%3.22 3.22 12.28
Recreational Community Center 495 1,000 SF GFA 2.50 2.50 6.43 50%3.22 3.22 8.04
INSTITUTIONAL
Primary/Middle School (1-8)522 Students 0.15 0.15 4.20 50%2.10 2.10 0.32
High School 530 Students 0.26 0.26 4.20 50%2.10 2.10 0.55
Junior / Community College 540 Students 0.11 0.11 4.20 50%2.10 2.10 0.23
University / College 550 Students 0.15 0.15 4.20 50%2.10 2.10 0.32
Church 560 1,000 SF GFA 0.49 0.49 4.20 50%2.10 2.10 1.03
Day Care Center 565 1,000 SF GFA 11.12 44% C 6.23 4.20 50%2.10 2.10 13.08
MEDICAL
Hospital 610 1,000 SF GFA 0.86 0.86 7.55 50%3.78 3.78 3.25
Nursing Home 620 Beds 0.14 0.14 7.55 50%3.78 3.78 0.53
Clinic 630 1,000 SF GFA 3.69 3.69 7.55 50%3.78 3.78 13.93
Animal Hospital/Veterinary Clinic 640 1,000 SF GFA 3.53 30% B 2.47 7.55 50%3.78 3.78 9.32
Key to Sources of Pass-by Rates:
A: ITE Trip Generation Handbook 3rd Edition (September 2017)
B: Estimated by Kimley-Horn based on ITE rates for similar categories
C: 2021 Pass-by tables for ITE Trip Gen Appendices
Land Use Category
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Table 9 Cont’d. Land Use / Vehicle-Mile Equivalency Table (LUVMET)
ITE Land
Use
Code
Development Unit
Trip
Gen
Rate
(PM)
Pass-
by
Rate
Pass-
by
Source
Trip
Rate
Trip
Length
(mi)
Adj.
For
O-D
Adj.
Trip
Length
(mi)
Max
Trip
Length
(mi)
Veh-Mi
Per Dev-
Unit
OFFICE
General Office Building 710 1,000 SF GFA 1.44 1.44 10.92 50%5.46 4.00 5.76
Corporate Headquarters Building 714 1,000 SF GFA 1.30 1.30 10.92 50%5.46 4.00 5.20
Single Tenant Office Building 715 1,000 SF GFA 1.76 1.76 10.92 50%5.46 4.00 7.04
Medical-Dental Office Building 720 1,000 SF GFA 3.93 3.93 10.92 50%5.46 4.00 15.72
Office Park 750 1,000 SF GFA 1.30 1.30 10.92 50%5.46 4.00 5.20
COMMERCIAL
Automobile Related
New Car Sales 840 1,000 SF GFA 2.42 20% B 1.94 5.60 50%2.80 2.80 5.42
Automobile Parts Sales 843 1,000 SF GFA 4.90 43% C 2.79 5.60 50%2.80 2.80 7.82
Tire Store 848 1,000 SF GFA 3.75 25% C 2.81 5.60 50%2.80 2.80 7.88
Quick Lubrication Vehicle Shop 941 Servicing Positions 4.85 40% B 2.91 5.60 50%2.80 2.80 8.15
Automobile Care Center 942 1,000 SF GFA 3.11 40% B 1.87 5.60 50%2.80 2.80 5.22
Gasoline/Service Station 944 Vehicle Fueling Position 13.91 57% C 5.98 1.20 50%0.60 0.60 3.59
Gasoline/Service Station w/ Conv Market 945 Vehicle Fueling Position 18.42 56% C 8.10 1.20 50%0.60 0.60 4.86
Self-Service Car Wash 947 Stall 5.54 40% B 3.32 1.20 50%0.60 0.60 1.99
Dining
Fine Dining Restaurant 931 1,000 SF GFA 7.80 44% C 4.37 4.79 50%2.40 2.40 10.46
High Turnover (Sit-Down) Restaurant 932 1,000 SF GFA 9.05 43% C 5.16 4.79 50%2.40 2.40 12.35
Fast Food Restaurant without Drive-Thru Window 933 1,000 SF GFA 33.21 55% B 14.94 4.79 50%2.40 2.40 35.79
Fast Food Restaurant with Drive-Thru Window 934 1,000 SF GFA 33.03 55% C 14.86 4.79 50%2.40 2.40 35.60
Coffee/Donut Shop with Drive-Thru Window 937 1,000 SF GFA 38.99 70% B 11.70 4.79 50%2.40 2.40 28.01
Other Retail
Free-Standing Discount Store 815 1,000 SF GFA 4.86 20% C 3.89 6.43 50%3.22 3.22 12.50
Nursery (Garden Center)817 1,000 SF GFA 6.94 30% B 4.86 6.43 50%3.22 3.22 15.62
Shopping Center (>150k)820 1,000 SF GFA 3.40 29% C 2.41 6.43 50%3.22 3.22 7.76
Shopping Plaza (40-150k)821 1,000 SF GFA 5.19 40% C 3.11 6.43 50%3.22 3.22 10.01
Strip Retail Plaza (<40k)822 1,000 SF GFA 6.59 40% B 3.95 6.43 50%3.22 3.22 12.71
Supermarket 850 1,000 SF GFA 8.95 24% C 6.80 6.43 50%3.22 3.22 21.87
Home Improvement Superstore 862 1,000 SF GFA 2.29 42% C 1.33 6.43 50%3.22 3.22 4.27
Toy/Children's Superstore 864 1,000 SF GFA 5.00 30% B 3.50 6.43 50%3.22 3.22 11.25
Department Store 875 1,000 SF GFA 1.95 30% B 1.37 6.43 50%3.22 3.22 4.39
Pharmacy/Drugstore w/o Drive-Thru Window 880 1,000 SF GFA 8.51 53% C 4.00 6.43 50%3.22 3.22 12.86
Pharmacy/Drugstore w/ Drive-Thru Window 881 1,000 SF GFA 10.25 49% C 5.23 6.43 50%3.22 3.22 16.81
SERVICES
Walk-In Bank 911 1,000 SF GFA 12.13 40% B 7.28 3.39 50%1.70 1.70 12.34
Drive-In Bank 912 Drive-in Lanes 27.07 35% C 17.60 3.39 50%1.70 1.70 29.82
Hair Salon 918 1,000 SF GFA 1.45 30% B 1.02 3.39 50%1.70 1.70 1.72
Key to Sources of Pass-by Rates:
A: ITE Trip Generation Handbook 3rd Edition (September 2017)
B: Estimated by Kimley-Horn based on ITE rates for similar categories
C: 2021 Pass-by tables for ITE Trip Gen Appendices
Land Use Category
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V. Sample Calculations
The following section details two (2) examples of maximum assessable Roadway Impact Fee calculations.
Example 1 –
Development Type - One (1) Unit of Single-Family Housing
Roadway Impact Fee Calculation Steps – Example 1
Step
1
Determine Development Unit and Vehicle-Miles Per Development Unit
From Table 9 [Land Use – Vehicle-mile Equivalency Table]
Development Type: 1 Dwelling Unit of Single-Family Detached Housing
Number of Development Units: 1 Dwelling Unit
Veh-Mi Per Development Unit: 3.76
Step
2
Determine Maximum Assessable Impact Fee Per Service Unit
From Table 8, Line 14 [Maximum Assessable Fee Per Service Unit]
Service Area: $1,052
Step
3
Determine Maximum Assessable Impact Fee
Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit
Impact Fee = 1 * 3.76 * $1,052
Maximum Assessable Impact Fee = $3,956
Example 2 –
Development Type – 125,000 square foot Home Improvement Superstore
Roadway Impact Fee Calculation Steps – Example 2
Step
1
Determine Development Unit and Vehicle-Miles Per Development Unit
From Table 9 [Land Use – Vehicle-mile Equivalency Table]
Development Type: 125,000 square feet of Home Improvement Superstore
Development Unit: 1,000 square feet of Gross Floor Area
Veh-Mi Per Development Unit: 4.27
Step
2
Determine Maximum Assessable Impact Fee Per Service Unit
From Table 8, Line 14 [Maximum Assessable Fee Per Service Unit]
Service Area: $1,052
Step
3
Determine Maximum Assessable Impact Fee
Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit
Impact Fee = 125 * 4.27 * $1,052
Maximum Assessable Impact Fee = $561,505
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VI. Conclusion
The City of The Colony has established a process to implement the assessment and collection of roadway impact
fees through the adoption of an impact fee ordinance that is consistent with Chapter 395 of the Texas Local
Government Code.
This report establishes the maximum allowable roadway impact fee that could be assessed by the City of The Colony
within the SH 121 Corridor Service Area. The maximum assessable roadway impact fee calculated in this report is
$1,052 per vehicle-mile.
This document serves as a guide to the assessment of roadway impact fees pertaining to future development and the
City’s need for roadway improvements to accommodate that growth. Following the public hearing process, the City
Council may establish an amount to be assessed (if any) up to the maximum established within this report and
update the Roadway Impact Fee Ordinance accordingly.
In conclusion, it is our opinion that the data and methodology used in this update are appropriate and consistent with
Chapter 395 of the Texas Local Government Code. Furthermore, the Land Use Assumptions and the proposed
Capital Improvement Plan are appropriately incorporated into the process.
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APPENDICES
A. Conceptual Level Project Cost Projections
B. CIP Service Units of Supply
C. Existing Roadway Facilities Inventory
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A. Conceptual Level Project Cost Projections
183
Roadway Improvements - SH 121 Corridor Service Area
#Class Project Limits Status Project Cost
1 4U-B (1/2)S. Colony Blvd. (1)Lakeshore Blvd to Westport Dr Widening 655,000$
2 6D (1/3)S. Colony Blvd. (2)Main St. to Paige Rd.Median 3,760,000$
3 4D-C S. Colony Blvd. (3)Paige Rd. to Bear Run Rd.Completed 393,553$
4 6D (1/3)S. Colony Blvd. (4)Paige Rd. to Memorial Dr Median 2,030,000$
5 4D-C S. Colony Blvd. Overpass 350' N of SH 121 SBFR to Grandscape Blvd Completed 5,132,914$
6 4D-C Memorial Dr. (1)Standridge Dr. to 570' W. of Main St.Completed 1,730,726$
7 4D-C Memorial Dr. (2)570' W. of Main St. to Main St.Completed 370,009$
8 6D (1/3)Memorial Dr. (3)Main St. to City Limits Median 9,335,000$
9 4D-C (1/2)Memorial Dr. (4)Blair Oaks Dr. to Paige Rd.Completed 136,971$
10 4U-A (1/2)Standridge Dr. (1)510' N of Memorial Dr. to 245' S of Cedar Ridge Ct.Widening 1,426,000$
11 6D (1/3)Standridge Dr. (2)Memorial Dr. to 510' N of Memorial Dr.Median 373,000$
12 8D (1/4)Main St.Cougar Aly to S Colony Blvd.Median 352,600$
13 6D-B & 8D-A Paige Rd.SH 121 to S. Colony Blvd.Completed 3,560,302$
14 4U-A (1/2)Morningstar Dr.Crestwood Ln. to N. Colony Blvd.Widening 1,991,000$
15 4U-A Blair Oaks Dr.SH 121 to Memorial Dr.Widening 2,020,000$
16 4D-C (1/2)Memorial Dr. (5)Paige Rd. to 840' E. of Paige Rd.Completed 121,706$
17 6D (1/3)Memorial Dr. (6)Standridge Dr. to 570' W. of Main St.Median 2,514,000$
18 4D-C Memorial Dr. (7)Worley Dr to S. Colony Blvd Completed 870,893$
I-1 -SH 121 Deceleration Lanes (1)Paige Rd. - SB New 275,000$
I-2 -SH 121 Deceleration Lanes (1)Morning Star. - SB New 275,000$
I-3 -SH 121 Deceleration Lanes (1)Blair Oaks Dr. - SB New 275,000$
I-4 -Paige Rd./Nash Dr. & Paige Rd/Norris Nash Drive to Norris New 600,000$
I-5 -Standridge Dr & Memorial Dr Standridge Dr. / Memorial Dr Signal Completed 379,545$
I-6 -S Colony Blvd / Floor & Décor S Colony Blvd / Floor & Décor Signal Future 401,664$
TOTAL 38,979,883$
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design Manual, or the
determination of the City Engineer for a specific project.
The Colony - 2025 Roadway Impact Fee Update
Capital Improvement Plan for Roadway Impact Fees
Summary of Conceptual Level Project Cost Projections
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for any future
Capital Improvement Planning within the City of The Colony.
Intersection Improvements
2025 Roadway Impact Fee Study Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.1
Name:S. Colony Blvd. (1)
Limits:Lakeshore Blvd to Westport Dr
Impact Fee Class:4U-B (1/2)
Ultimate Class:Minor Collector
Length (lf):770
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
110 Unclassified Street Excavation 1,027 cy 32.00$32,864$
210 8" Grade A, Type 1 or 2 Flex Base 1,968 sy 36.00$70,848$
310 7" Concrete Pavement 1,925 sy 74.00$142,450$
410 4" Topsoil 685 sy 12.00$8,220$
501 Concrete Driveway Approach 1 ea 4,000.00$4,000$
Paving Construction Cost Subtotal:258,382$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%10,335$
√Traffic Control Construction Phase Traffic Control 15%38,757$
√Pavement Markings/Markers 3%7,751$
√Roadway Drainage Standard Internal System 35%90,434$
Special Drainage Structures None Anticipated $0 -$
√Water Minor Adjustments 2%5,168$
√Sewer Minor Adjustments 5%12,919$
√Landscaping and Irrigation 5%12,919$
√Illumination Standard Ilumination System 6%15,503$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:193,786$
Paving and Allowance Subtotal:452,168$
Construction Contingency:15%67,825$
Construction Cost TOTAL:520,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-520,000$
Engineering/Survey/Testing:20%104,000$
Mobilization 6%31,200$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:655,000$
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
This project consists of the construction
of the southern two lanes of an ultimate
four-lane undivided section.
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City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.2
Name:S. Colony Blvd. (2)
Limits:Main St. to Paige Rd.
Impact Fee Class:6D (1/3)
Ultimate Class:Minor Arterial
Length (lf):5,205
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
109 Unclassified Street Excavation 7,519 cy 32.00$240,608$
209 8" Grade A, Type 1 or 2 Flex Base 14,458 sy 36.00$520,500$
309 8" Concrete Pavement 14,458 sy 80.00$1,156,667$
409 4" Topsoil 8,675 sy 12.00$104,100$
501 Concrete Driveway Approach 5 ea 4,000.00$20,820$
Paving Construction Cost Subtotal:2,042,695$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%81,708$
√Traffic Control Construction Phase Traffic Control 15%306,404$
√Pavement Markings/Markers 3%61,281$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%102,135$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:551,528$
Paving and Allowance Subtotal:2,594,223$
Construction Contingency:15%389,133$
Construction Cost TOTAL:2,984,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-2,984,000$
Engineering/Survey/Testing:20%596,800$
Mobilization 6%179,040$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:3,760,000$
This project consists of the construction of the
additional two lanes to complete the six lane
divided minor arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance or the determination of
the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
186
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.3
Name:S. Colony Blvd. (3)
Limits:Paige Rd. to Bear Run Rd.
Impact Fee Class:4D-C
Ultimate Class:Minor Arterial
Length (lf):855
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:-393,553$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:393,553$
This project consisted of the reconstruction of an
existing asphalt section to a four-lane divided
arterial. The City's actual cost for this project was
$393,553.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
187
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.4
Name:S. Colony Blvd. (4)
Limits:Paige Rd. to Memorial Dr
Impact Fee Class:6D (1/3)
Ultimate Class:Minor Arterial
Length (lf):2,810
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
109 Unclassified Street Excavation 4,059 cy 32.00$129,888$
209 8" Grade A, Type 1 or 2 Flex Base 7,806 sy 36.00$281,000$
309 8" Concrete Pavement 7,806 sy 80.00$624,444$
409 4" Topsoil 4,683 sy 12.00$56,200$
501 Concrete Driveway Approach 3 ea 4,000.00$11,240$
Paving Construction Cost Subtotal:1,102,772$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%44,111$
√Traffic Control Construction Phase Traffic Control 15%165,416$
√Pavement Markings/Markers 3%33,083$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%55,139$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:297,749$
Paving and Allowance Subtotal:1,400,521$
Construction Contingency:15%210,078$
Construction Cost TOTAL:1,611,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,611,000$
Engineering/Survey/Testing:20%322,200$
Mobilization 6%96,660$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:2,030,000$
This project consists of the construction of the
additional two lanes to copmlete the six-lane
divided minor arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance or the determination of
the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
188
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.5
Name:S. Colony Blvd. Overpass
Limits:350' N of SH 121 SBFR to Grandscape Blvd
Impact Fee Class:4D-C
Ultimate Class:Minor Arterial
Length (lf):1,700
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:-5,132,914$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:5,132,914$
This project consists of the construction of an
overpass connecting South Colony Blvd. with
Grandscape Blvd. / Nebraska Furniture Mart Dr. The
$5,132,914 is the City's cost towards this
improvement.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for any future
Capital Improvement Planning within the the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance or the determination of the
City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
189
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.6
Name:Memorial Dr. (1)
Limits:Standridge Dr. to 570' W. of Main St.
Impact Fee Class:4D-C
Ultimate Class:Major Arterial
Length (lf):3,475
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:-1,730,726$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:1,730,726$
This project consisted of the construction of four
lanes of an ultimate six-lane divided facility. The
City's contribution to this project was $1,730,726.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
190
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.7
Name:Memorial Dr. (2)
Limits:570' W. of Main St. to Main St.
Impact Fee Class:4D-C
Ultimate Class:Major Arterial
Length (lf):570
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:-370,009$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:370,009$
This project consisted of the construction of four
lanes of an ultimate six-lane divided facility. The
City's contribution to this project was $370,009.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
191
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.8
Name:Memorial Dr. (3)
Limits:Main St. to City Limits
Impact Fee Class:6D (1/3)
Ultimate Class:Major Arterial
Length (lf):12,925
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
109 Unclassified Street Excavation 18,670 cy 32.00$597,440$
209 8" Grade A, Type 1 or 2 Flex Base 35,903 sy 36.00$1,292,508$
309 8" Concrete Pavement 35,903 sy 80.00$2,872,240$
409 4" Topsoil 21,542 sy 12.00$258,504$
501 Concrete Driveway Approach 13 ea 4,000.00$52,000$
Paving Construction Cost Subtotal:5,072,692$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%202,908$
√Traffic Control Construction Phase Traffic Control 15%760,904$
√Pavement Markings/Markers 3%152,181$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%253,635$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:1,369,628$
Paving and Allowance Subtotal:6,442,320$
Construction Contingency:15%966,348$
Construction Cost TOTAL:7,409,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-7,409,000$
Engineering/Survey/Testing:20% 1,481,800$
Mobilization 6%444,540$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:9,335,000$
This project consists of the construction of the
additional two lanes to complete the six-lane
divided major arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
192
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.9
Name:Memorial Dr. (4)
Limits:Blair Oaks Dr. to Paige Rd.
Impact Fee Class:4D-C (1/2)
Ultimate Class:Minor Arterial
Length (lf):3,320
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:136,971$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:136,971$
This project consisted of the construction of two
lanes of an ultimate six-lane divided facility. The
City's previous actual contribution for the existing
four-lane facility was $136,971
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
193
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.10
Name:Standridge Dr. (1)
Limits:510' N of Memorial Dr. to 245' S of Cedar Ridge Ct.
Impact Fee Class:4U-A (1/2)
Ultimate Class:Major Collector
Length (lf):1,245
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
111 Unclassified Street Excavation 2,214 cy 32.00$70,848$
211 8" Grade A, Type 1 or 2 Flex Base 4,289 sy 36.00$154,404$
311 7" Concrete Pavement 4,220 sy 74.00$312,280$
411 4" Topsoil 1,384 sy 12.00$16,608$
501 Concrete Driveway Approach 2 ea 4,000.00$8,000$
Paving Construction Cost Subtotal:562,140$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%22,486$
√Traffic Control Construction Phase Traffic Control 15%84,321$
√Pavement Markings/Markers 3%16,864$
√Roadway Drainage Standard Internal System 35%196,749$
Special Drainage Structures None Anticipated $0 -$
√Water Minor Adjustments 2%11,243$
√ Sewer Minor Adjustments 5%28,107$
√Landscaping and Irrigation 5%28,107$
√Illumination Standard Ilumination System 6%33,728$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:421,605$
Paving and Allowance Subtotal:983,745$
Construction Contingency:15%147,562$
Construction Cost TOTAL:1,132,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,132,000$
Engineering/Survey/Testing:20%226,400$
Mobilization 6%67,920$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:1,426,000$
This project consists of the widening of
an existing two-lane facility to a four-
lane undivided major collector.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for any
future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.11
Name:Standridge Dr. (2)
Limits:Memorial Dr. to 510' N of Memorial Dr.
Impact Fee Class:6D (1/3)
Ultimate Class:Major Arterial
Length (lf):510
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
109 Unclassified Street Excavation 737 cy 32.00$23,584$
209 8" Grade A, Type 1 or 2 Flex Base 1,417 sy 36.00$51,012$
309 8" Concrete Pavement 1,417 sy 80.00$113,360$
409 4" Topsoil 850 sy 12.00$10,200$
501 Concrete Driveway Approach 1 ea 4,000.00$4,000$
Paving Construction Cost Subtotal:202,156$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%8,086$
√Traffic Control Construction Phase Traffic Control 15%30,323$
√Pavement Markings/Markers 3%6,065$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%10,108$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:54,582$
Paving and Allowance Subtotal:256,738$
Construction Contingency:15%38,511$
Construction Cost TOTAL:296,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-296,000$
Engineering/Survey/Testing:20%59,200$
Mobilization 6%17,760$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:373,000$
This project consists of the construction of the
median lanes to complete the six-lane divided
arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.12
Name:Main St.
Limits:Cougar Aly to S Colony Blvd.
Impact Fee Class:8D (1/4)
Ultimate Class:Major Arterial
Length (lf):2,440
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
112 Unclassified Street Excavation 3,525 cy 32.00$112,800$
212 8" Grade A, Type 1 or 2 Flex Base 6,778 sy 36.00$244,000$
312 8" Concrete Pavement 6,778 sy 80.00$542,222$
412 4" Topsoil 4,067 sy 12.00$48,800$
501 Concrete Driveway Approach 2 ea 4,000.00$9,760$
Paving Construction Cost Subtotal:957,582$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%38,303$
√Traffic Control Construction Phase Traffic Control 15%143,637$
√Pavement Markings/Markers 3%28,727$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%47,879$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:258,546$
Paving and Allowance Subtotal:1,216,128$
Construction Contingency:15%182,419$
Construction Cost TOTAL:1,399,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,399,000$
Engineering/Survey/Testing:20%279,800$
Mobilization 6%83,940$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL (20% City Contribution)352,600$
This project consists of the construction of the
median lanes to complete the eight-lane divided
arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance or the determination of
the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
196
The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.13
Name:Paige Rd.
Limits:SH 121 to S. Colony Blvd.
Impact Fee Class:6D-B & 8D-A
Ultimate Class:Minor/Major Arterial
Length (lf):4,405
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:-3,560,302$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:3,560,302$
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
This project consisted of the construction of a six-
lane divided arterial north of Memorial Dr and an
eight-lane arterial south of Memorial Dr. The City's
total cost for this project was $3,560,302.
2025 Roadway Impact Fee Update
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2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.14
Name:Morningstar Dr.
Limits:Crestwood Ln. to N. Colony Blvd.
Impact Fee Class:4U-A (1/2)
Ultimate Class:Major Collector
Length (lf):1,745
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
111 Unclassified Street Excavation 3,103 cy 32.00$99,296$
211 8" Grade A, Type 1 or 2 Flex Base 6,011 sy 36.00$216,396$
311 7" Concrete Pavement 5,914 sy 74.00$437,636$
411 4" Topsoil 1,939 sy 12.00$23,268$
501 Concrete Driveway Approach 2 ea 4,000.00$8,000$
Paving Construction Cost Subtotal:784,596$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%31,384$
√Traffic Control Construction Phase Traffic Control 15%117,689$
√Pavement Markings/Markers 3%23,538$
√Roadway Drainage Standard Internal System 35%274,609$
Special Drainage Structures None Anticipated $0 -$
√Water Minor Adjustments 2%15,692$
√Sewer Minor Adjustments 5%39,230$
√Landscaping and Irrigation 5%39,230$
√Illumination Standard Ilumination System 6%47,076$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:588,448$
Paving and Allowance Subtotal:1,373,044$
Construction Contingency:15%205,957$
Construction Cost TOTAL:1,580,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,580,000$
Engineering/Survey/Testing:20%316,000$
Mobilization 6%94,800$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:1,991,000$
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
This project consists of the widening of
an existing two-lane facility to a four-
lane undivided collector.
2025 Roadway Impact Fee Update
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2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.15
Name:Blair Oaks Dr.
Limits:SH 121 to Memorial Dr.
Impact Fee Class:4U-A
Ultimate Class:Major Collector
Length (lf):890
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
103 Unclassified Street Excavation 3,165 cy 32.00$101,280$
203 8" Grade A, Type 1 or 2 Flex Base 6,132 sy 36.00$220,752$
303 7" Concrete Pavement 6,033 sy 74.00$446,442$
403 4" Topsoil 1,978 sy 12.00$23,736$
501 Concrete Driveway Approach 1 ea 4,000.00$4,000$
Paving Construction Cost Subtotal:796,210$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%31,848$
√Traffic Control Construction Phase Traffic Control 15%119,432$
√Pavement Markings/Markers 3%23,886$
√Roadway Drainage Standard Internal System 35%278,674$
Special Drainage Structures None Anticipated $0 -$
√Water Minor Adjustments 2%15,924$
√Sewer Minor Adjustments 5%39,811$
√Landscaping and Irrigation 5%39,811$
√Illumination Standard Ilumination System 6%47,773$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:597,159$
Paving and Allowance Subtotal:1,393,369$
Construction Contingency:15%209,005$
Construction Cost TOTAL:1,603,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,603,000$
Engineering/Survey/Testing:20%320,600$
Mobilization 6%96,180$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:2,020,000$
This project consists of the widening of
an existing facility to a four-lane
undivided collector.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.16
Name:Memorial Dr. (5)
Limits:Paige Rd. to 840' E. of Paige Rd.
Impact Fee Class:4D-C (1/2)
Ultimate Class:Major Arterial
Length (lf):840
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:121,706$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:121,706$
This project consisted of the construction of two
northern lanes of an ultimate six-lane divided facility
adjacent to the Home Depot. The City's previous
actual contribution for the existing four-lane facility
was $121,706.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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The Colony Kimley-Horn and Associates, Inc.
2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.17
Name:Memorial Dr. (6)
Limits:Standridge Dr. to 570' W. of Main St.
Impact Fee Class:6D (1/3)
Ultimate Class:Major Arterial
Length (lf):3,475
Service Area(s):SH 121 Corridor
Roadway Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
109 Unclassified Street Excavation 5,020 cy 32.00$160,640$
209 8" Grade A, Type 1 or 2 Flex Base 9,653 sy 36.00$347,508$
309 8" Concrete Pavement 9,653 sy 80.00$772,240$
409 4" Topsoil 5,792 sy 12.00$69,504$
501 Concrete Driveway Approach 4 ea 4,000.00$16,000$
Paving Construction Cost Subtotal:1,365,892$
Major Construction Component Allowances**:
Item Description Notes Allowance Item Cost
√Prep ROW 4%54,636$
√Traffic Control Construction Phase Traffic Control 15%204,884$
√Pavement Markings/Markers 3%40,977$
Roadway Drainage None Anticipated 0%-$
Special Drainage Structures None Anticipated $0 -$
Water None Anticipated 0%-$
Sewer None Anticipated 0%-$
√Landscaping and Irrigation 5%68,295$
Illumination None Anticipated 0%-$
Other:$0 -$
**Allowances based on % of Paving Construction Cost Subtotal Allowance Subtotal:368,792$
Paving and Allowance Subtotal:1,734,684$
Construction Contingency:15%260,203$
Construction Cost TOTAL:1,995,000$
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:-1,995,000$
Engineering/Survey/Testing:20%399,000$
Mobilization 6%119,700$
ROW/Easement Acquisition:No ROW Acquisition Costs included 0%-$
Impact Fee Project Cost TOTAL:2,514,000$
This project consists of the construction of the
median lanes to complete the six-lane divided
arterial.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
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2025 Roadway Impact Fee Update updated:9/18/2025
Conceptual Level Project Cost Projection
Project Information:Description:Project No.18
Name:Memorial Dr. (7)
Limits:Worley Dr to S. Colony Blvd
Impact Fee Class:4D-C
Ultimate Class:Major Arterial
Length (lf):1,580
Service Area(s):SH 121 Corridor
Impact Fee Project Cost Summary
Item Description Notes:Allowance Item Cost
Actual Construction Cost:870,893$
Construction Cost Estimate From City
Engineering/Survey/Testing:
ROW/Easement Acquisition:
Impact Fee Project Cost TOTAL:870,893$
This project consisted of the construction of four
lanes of an ultimate six-lane divided facility of
Memorial Dr. The City's previous actual roadway
contribution for the existing four-lane facility was
$870,893.
NOTE: The planning level cost projections listed in this appendix have been developed for Impact Fee calculations only and should not be used for
any future Capital Improvement Planning within the City of The Colony.
The planning level cost projections shall not supersede the City’s design standards contained within the Subdivision Ordinance, Engineering Design
Manual, or the determination of the City Engineer for a specific project.
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix A - Conceptual Level Project Cost Projections
202
Roadway Impact Fee Update
The Colony, Texas
September 2025
B. CIP Service Units of Supply
203
SH 121 Corridor Service Area 9/18/2025
VEH-MI VEH-MI VEH-MI EXCESS
LENGTH CAPACITY SUPPLY TOTAL CAPACITY
(MI)PK-HR PK-HR DEMAND PK-HR
PER LN TOTAL PK-HR VEH-MI
1 S. Colony Blvd. (1)Lakeshore Blvd to Westport Dr 0.15 4 4U-B (1/2) 530 100% 475 285 80 206 655,000$655,000$
2 S. Colony Blvd. (2)Main St. to Paige Rd.0.99 2 6D (1/3) 0 100% 700 1,386 0 1,386 3,760,000$3,760,000$
3 S. Colony Blvd. (3)Paige Rd. to Bear Run Rd.0.16 4 4D-C 650 100% 650 416 104 312 393,553$393,553$
4 S. Colony Blvd. (4)Paige Rd. to Memorial Dr 0.53 2 6D (1/3) 0 100% 700 742 0 742 2,030,000$2,030,000$
5 S. Colony Blvd. Overpass 350' N of SH 121 SBFR to Grandscape Blvd 0.32 4 4D-C 650 100% 650 832 208 624 5,132,914$5,132,914$
6 Memorial Dr. (1)Standridge Dr. to 570' W. of Main St.0.66 4 4D-C 650 100% 650 1,716 429 1,287 1,730,726$1,730,726$
7 Memorial Dr. (2)570' W. of Main St. to Main St.0.11 4 4D-C 608 100% 650 286 67 219 370,009$370,009$
8 Memorial Dr. (3)Main St. to City Limits 2.45 2 6D (1/3) 0 100% 700 3,430 0 3,430 9,335,000$9,335,000$
9 Memorial Dr. (4)Blair Oaks Dr. to Paige Rd.0.63 4 4D-C (1/2) 274 100% 650 1,638 173 1,465 136,971$136,971$
10 Standridge Dr. (1)510' N of Memorial Dr. to 245' S of Cedar Ridge Ct.0.24 4 4U-A (1/2) 2,226 100% 475 456 534 -78 1,426,000$1,426,000$
11 Standridge Dr. (2)Memorial Dr. to 510' N of Memorial Dr.0.10 2 6D (1/3) 0 100% 700 140 0 140 373,000$373,000$
12 Main St.Cougar Aly to S Colony Blvd.0.46 2 8D (1/4) 0 100% 700 644 0 644 352,600$352,600$
13 Paige Rd.SH 121 to S. Colony Blvd.0.83 6 6D-B & 8D-A 2,226 100% 700 3,486 1,848 1,638 3,560,302$3,560,302$
14 Morningstar Dr.Crestwood Ln. to N. Colony Blvd.0.33 4 4U-A (1/2) 2,226 100% 475 627 735 -108 1,991,000$1,991,000$
15 Blair Oaks Dr.SH 121 to Memorial Dr.0.17 4 4U-A 2,226 100% 475 323 378 -55 2,020,000$2,020,000$
16 Memorial Dr. (5)Paige Rd. to 840' E. of Paige Rd.0.16 4 4D-C (1/2) 2,226 100% 650 416 356 60 121,706$121,706$
17 Memorial Dr. (6)Standridge Dr. to 570' W. of Main St.0.66 2 6D (1/3) 2,226 100% 700 924 1,469 -545 2,514,000$2,514,000$
18 Memorial Dr. (7)Worley Dr to S. Colony Blvd 0.30 4 4D-C 2,226 100% 650 780 668 112 870,893$870,893$
I-1 SH 121 Deceleration Lanes (1)Paige Rd. - SB - ---100% ----275,000$275,000$
I-2 SH 121 Deceleration Lanes (1)Morning Star. - SB - ---100% ----275,000$275,000$
I-3 SH 121 Deceleration Lanes (1)Blair Oaks Dr. - SB - ---100% ----275,000$275,000$
I-4 Paige Rd./Nash Dr. & Paige Rd/Norris Nash Drive to Norris - --- 100% ----600,000$600,000$
I-5 Standridge Dr & Memorial Dr Standridge Dr. / Memorial Dr Signal - --- 100% ----379,545$379,545$
I-6 S Colony Blvd / Floor & Décor S Colony Blvd / Floor & Décor Signal - --- 100% ----401,664$401,664$
18,527 7,048 11,479 38,979,883$38,979,883$
Roadway Impact Fee Study Cost 45,490$
TOTAL COST IN SH 121 CORRIDOR SERVICE AREA 39,025,373$
ROADWAY IMPACT FEE
CLASSIFICATION
SUBTOTAL
PEAK
HOUR
VOLUME
The Colony - 2025 Roadway Impact Fee Update
CIP Service Units of Supply
% IN
SERVICE
AREA
TOTAL PROJECT
COST
TOTAL PROJECT
COST IN SERVICE
AREA
Project ID
#LIMITS LANES
Intersection Improvements
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix B - CIP Service Units of Supply 204
Roadway Impact Fee Update
The Colony, Texas
September 2025
C. Existing Roadway Facilities Inventory
205
The Colony
LENGTH LENGTH TYPE Built Out to
ROADWAY FROM TO (ft)(mi)Ultimate
Configuration
NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
Baker Dr Petit St Morning Star Dr 860 0.16 1 1 2U-C Yes 39 39 100% 425 425 69 69 6 6 63 63
Baker Dr Slay Dr Petit St 1,270 0.24 1 1 2U-C Yes 39 39 100% 425 425 102 102 9 9 93 93
Baker Dr 758' SE of Paige Rd Slay Dr 690 0.13 1 1 2U-C Yes 39 39 100% 425 425 56 56 5 5 50 50
Baker Dr Paige Rd 758' SE of Paige Rd 760 0.14 1 1 2U-C Yes 39 39 100% 425 425 61 61 6 6 56 56
Bargain Way Nebraska Funiture Mart Dr EB SH 121 905 0.17 2 2 4D-C Yes 214 900 100% 650 650 223 223 37 154 186 69
Bargain Way Plano Pkwy Nebraska Furniture Mart Dr 885 0.17 1 1 2U-C Yes 214 900 100% 425 425 71 71 36 151 35 -80 80
Blair Oaks Dr W SH 121 Memorial Dr 890 0.17 2 2 4U-B No 265 265 100% 475 475 160 160 45 45 115 115
Blair Oaks Dr Memorial Dr Cougar Aly 625 0.12 1 1 2U-C Yes 325 325 100% 425 425 50 50 38 38 12 12
Blair Oaks Dr Cougar Aly Arbor Glen Rd 1,960 0.37 1 1 2U-C Yes 325 325 100% 425 425 158 158 121 121 37 37
Blair Oaks Dr Arbor Glen Rd Amhurst Ln 435 0.08 1 1 2U-C Yes 325 325 100% 425 425 35 35 27 27 8 8
Blair Oaks Dr Amhurst Ln Aztec Dr 295 0.06 1 1 2U-C Yes 325 325 100% 425 425 24 24 18 18 6 6
Blair Oaks Dr Aztec Dr Avery Ln 450 0.09 1 1 2U-C Yes 325 325 100% 425 425 36 36 28 28 9 9
Blair Oaks Dr Avery Ln S Colony Blvd 325 0.06 1 1 2U-C Yes 325 325 100% 425 425 26 26 20 20 6 6
Blair Oaks Dr S Colony Blvd Hackney Ln 465 0.09 1 1 2U-C Yes 304 304 100% 425 425 37 37 27 27 11 11
Cougar Alley Dr Cougar Aly Cougar Aly 430 0.08 1 1 2U-C Yes 100 174 100% 425 425 35 35 8 14 26 20
Cougar Alley Dr Main St Cougar Aly 1,860 0.35 1 1 2U-C Yes 100 174 100% 425 425 150 150 35 61 114 88
Destination Dr Plano Pkwy 570 SW Grove Ln 545 0.10 2 2 4D-C Yes 427 1799 100% 650 650 134 134 44 186 90 -52 52
Destination Dr Grove Ln 570 SW Grove Ln 575 0.11 2 2 4D-C Yes 427 1799 100% 650 650 142 142 47 196 95 -54 54
Destination Dr Grandscape Blvd EB SH 121 1,460 0.28 2 2 4D-C Yes 427 1799 100% 650 650 359 359 118 497 241 -138 138
Destination Dr Grove Ln Grandscape Blvd 5,635 1.07 2 2 4D-C Yes 427 1799 100% 650 650 1,387 1,387 456 1,920 932 -533 533
Grandscape Blvd Grandscape Blvd EB SH 121 2,705 0.51 3 3 6D-B Yes 427 1799 100% 700 700 1,076 1,076 219 922 857 154
Grandscape Blvd 580' NE of Nebraska Furniture Mart Dr Grandscape Blvd 1,525 0.29 3 3 6D-B Yes 427 1799 100% 700 700 607 607 123 520 483 87
Grandscape Blvd Destination Dr 580' NE of Nebraska Funiture Mart Dr 2,685 0.51 3 3 6D-B Yes 427 1799 100% 700 700 1,068 1,068 217 915 851 153
Grandscape Blvd W Spring Creek Pkwy Destination Dr 4,185 0.79 3 3 6D-B Yes 427 1799 100% 700 700 1,664 1,664 338 1,426 1,326 239
Main St Cougar Aly Friendship Ln 1,525 0.29 4 4 8D-A No 2671 1891 100% 700 700 809 809 771 546 37 263
Main St Memorial Dr Cougar Aly 3,890 0.74 4 4 8D-A Yes 2671 1891 100% 700 700 2,063 2,063 1,968 1,393 95 670
Main St Friendship Ln QT 1,430 0.27 4 4 8D-A No 2773 1786 100% 700 700 758 758 751 484 7 275
Main St QT S Colony Blvd 1,880 0.36 4 4 8D-A No 2773 1786 100% 700 700 997 997 987 636 10 361
Main St EB SH 121 Memorial Dr 3,000 0.57 4 4 8D-A Yes 1470 1923 100% 700 700 1,591 1,591 835 1,093 756 498
Market St WB SH 121 Memorial Dr 550 0.10 2 2 4U-B Yes 464 330 100% 475 475 99 99 48 34 51 65
Memorial Dr 600' SW of Main St Main St 1,140 0.22 3 3 6D-B Yes 928 661 100% 700 700 453 453 200 143 253 311
Memorial Dr Worley Dr Sundance Dr 820 0.16 3 3 6D-A No 516 417 100% 700 700 326 326 80 65 246 261
Memorial Dr Market St 600' SW Of Main St 4,395 0.83 3 3 6D-B No 928 661 100% 700 700 1,748 1,748 772 550 976 1,198
Memorial Dr Blair Oaks Dr Paige Rd 6,595 1.25 3 3 6D-B No 647 502 100% 700 700 2,623 2,623 808 627 1,815 1,996
Memorial Dr Standridge Dr Market St 2,550 0.48 3 3 6D-B No 928 661 100% 700 700 1,014 1,014 448 319 566 695
Memorial Dr Marlar Ln BNSF RR 2,930 0.55 3 3 6D-A No 405 1277 100% 700 700 1,165 1,165 225 709 941 457
Memorial Dr Morning Star Dr Marlar Ln 2,095 0.40 3 3 6D-A No 405 1277 100% 700 700 833 833 161 507 673 327
Memorial Dr Sundance Dr S Colony Blvd 1,125 0.21 3 3 6D-A No 516 417 100% 700 700 447 447 110 89 338 359
Memorial Dr Paige Rd Worley Dr 3,675 0.70 3 3 6D-A No 516 417 100% 700 700 1,462 1,462 359 290 1,103 1,171
Memorial Dr Colony Blvd Morning Star Dr 3,700 0.70 3 3 6D-A No 540 693 100% 700 700 1,472 1,472 378 486 1,093 986
EXISTING
LANES
PEAK
HOUR
VOL
CAPACITY
PK-HR
PER LN
SUPPLY
PK-HR
TOTAL
DEMAND
PK-HR
The Colony - 2025 Roadway Impact Fee Update
Existing Roadway Facilities Inventory
PM VEH-MIVEH-MI EXISTINGVEH-MI
7/18/2025
% IN
SERVICE
AREA
DEFICIENCIES
PK-HR
VEH-MI
CAPACITY
PK-HR
VEH-MITOTAL
EXCESS
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix C - Existing Facilities Inventory 206
Memorial Dr Main St BlairOaks Dr 3,695 0.70 3 3 6D-B No 662 505 100% 700 700 1,470 1,470 463 353 1,006 1,116
Morning Star Dr WB SH 121 Crescent Dr 2,085 0.39 2 2 4D-C Yes 228 135 100% 650 650 513 513 90 53 423 460
Morning Star Dr Chesapeake Dr 370' N of Memorial Dr 605 0.11 2 2 4U-A Yes 839 340 100% 475 475 109 109 96 39 13 70
Morning Star Dr N Colony Blvd Phelps St 180 0.03 2 2 4U-A No 839 340 100% 475 475 32 32 29 12 4 21
Morning Star Dr Perrin St Baker Dr 285 0.05 2 2 4U-A No 839 340 100% 475 475 51 51 45 18 6 33
Morning Star Dr Baker Dr Crestwood Ln 625 0.12 2 2 4U-A No 839 340 100% 475 475 112 112 99 40 13 72
Morning Star Dr Alister Ln Glenview Ln 570 0.11 2 2 4U-A Yes 839 340 100% 475 475 103 103 91 37 12 66
Morning Star Dr Phelps St Pearce St 285 0.05 2 2 4U-A No 839 340 100% 475 475 51 51 45 18 6 33
Morning Star Dr 370' N of Memorial Dr Memorial Dr 695 0.13 2 2 4U-A Yes 839 340 100% 475 475 125 125 110 45 15 80
Morning Star Dr Crescent Dr Memorial Dr 1,915 0.36 2 2 4D-C Yes 228 135 100% 650 650 471 471 83 49 389 423
Morning Star Dr Legend Ln Alister Ln 265 0.05 2 2 4U-A Yes 839 340 100% 475 475 48 48 42 17 6 31
Morning Star Dr Pearce St Perrin St 285 0.05 2 2 4U-A No 839 340 100% 475 475 51 51 45 18 6 33
Morning Star Dr Crestwood Ln Legend Ln 280 0.05 2 2 4U-A Yes 839 340 100% 475 475 50 50 44 18 6 32
Morning Star Dr Glenview Ln Chesapeake Dr 655 0.12 2 2 4U-A Yes 839 340 100% 475 475 118 118 104 42 14 76
Nebraska Furniture Mart Dr Plano Pkwy Bargain Way 1,230 0.23 2 2 4D-C Yes 427 1799 100% 650 650 303 303 99 419 203 -116 116
Nebraska Furniture Mart Dr Bargain Way Garandscape Blvd 8,550 1.62 2 2 4D-C Yes 427 1799 100% 650 650 2,105 2,105 691 2,913 1,414 -808 808
North Colony Blvd 390' E of Squires Dr Squires Dr 985 0.19 2 2 4D-C Yes 142 78 100% 650 650 243 243 26 15 216 228
North Colony Blvd Sample Dr 140' E of Sample Dr 290 0.05 2 2 4D-C Yes 142 78 100% 650 650 71 71 8 4 64 67
North Colony Blvd Squires Dr Paige Rd 860 0.16 2 2 4D-C Yes 142 78 100% 650 650 212 212 23 13 189 199
North Colony Blvd Taylor St Powers St 985 0.19 2 2 4D-C Yes 142 78 100% 650 650 243 243 26 15 216 228
North Colony Blvd Powers St 490' E of Squires Dr 700 0.13 2 2 4D-C Yes 142 78 100% 650 650 172 172 19 10 154 162
North Colony Blvd Sample Dr Northpointe Dr 1,840 0.35 2 2 4D-C Yes 142 78 100% 650 650 453 453 49 27 404 426
North Colony Blvd 320' NW of Morning Star Dr Taylor St 595 0.11 2 2 4D-C Yes 142 78 100% 650 650 146 146 16 9 130 138
North Colony Blvd Blalock Dr Morning Star Dr 1,380 0.26 2 2 4D-C Yes 142 78 100% 650 650 340 340 37 20 303 319
North Colony Blvd Northpointe Dr Blalock Dr 800 0.15 2 2 4D-C Yes 142 78 100% 650 650 197 197 22 12 175 185
North Colony Blvd Morning Star Dr 320' NW of Morning Star Dr 650 0.12 2 2 4D-C Yes 142 78 100% 650 650 160 160 17 10 143 150
Paige Rd WB SH 121 Mamorial Dr 2,115 0.40 4 4 8D-A Yes 1702 580 100% 700 700 1,122 1,122 682 232 440 889
Paige Rd EB SH 121 WB SH 121 695 0.13 4 4 8D-A Yes 1700 600 100% 700 700 369 369 224 79 145 290
Paige Rd Aztec Dr Avery Ln 585 0.11 3 3 6D-B Yes 1460 484 100% 700 700 233 233 162 54 71 179
Paige Rd Norris Dr Nash Dr 585 0.11 3 3 6D-B Yes 1457 447 100% 700 700 233 233 161 50 71 183
Paige Rd Gates Dr Baker Dr 565 0.11 3 3 6D-B Yes 1457 447 100% 700 700 225 225 156 48 69 177
Paige Rd Kisor Dr Gates Dr 565 0.11 3 3 6D-B Yes 1457 447 100% 700 700 225 225 156 48 69 177
Paige Rd Yager Dr Kisor Dr 910 0.17 3 3 6D-B Yes 1457 447 100% 700 700 362 362 251 77 111 285
Paige Rd Young Dr Yager Dr 585 0.11 3 3 6D-B Yes 1457 447 100% 700 700 233 233 161 50 71 183
Paige Rd Slay Dr Gibson Dr 570 0.11 3 3 6D-B Yes 1457 447 100% 700 700 227 227 157 48 69 178
Paige Rd Adams Dr N Colony Blvd 695 0.13 3 3 6D-B Yes 1457 447 100% 700 700 276 276 192 59 85 218
Paige Rd Worley Dr Runyon Dr 595 0.11 3 3 6D-B Yes 1460 484 100% 700 700 237 237 165 55 72 182
Paige Rd Hendrix Dr Marsh Dr 585 0.11 3 3 6D-B Yes 1457 447 100% 700 700 233 233 161 50 71 183
Paige Rd Runyon Dr Aztec Dr 590 0.11 3 3 6D-B Yes 1460 484 100% 700 700 235 235 163 54 72 181
Paige Rd Knox Dr Norris Dr 600 0.11 3 3 6D-B Yes 1457 447 100% 700 700 239 239 166 51 73 188
Paige Rd Marsh Dr Knox Dr 765 0.14 3 3 6D-B Yes 1457 447 100% 700 700 304 304 211 65 93 239
Paige Rd Arbor Glen Rd Hawse Dr 600 0.11 3 3 6D-B Yes 1460 484 100% 700 700 239 239 166 55 73 184
Paige Rd S Colony Blvd Strickland Ave 1,775 0.34 3 3 6D-B Yes 1457 447 100% 700 700 706 706 490 150 216 556
Paige Rd Memorial Dr Goodman Dr 965 0.18 4 4 8D-A Yes 1460 484 100% 700 700 512 512 267 88 245 423
Paige Rd Avery Ln S Colony Blvd 1,610 0.30 3 3 6D-B Yes 1460 484 100% 700 700 640 640 445 148 195 493
Paige Rd Baker Dr Slay Dr 575 0.11 3 3 6D-B Yes 1457 447 100% 700 700 229 229 159 49 70 180
Paige Rd Nash Dr Young Dr 605 0.11 3 3 6D-B Yes 1457 447 100% 700 700 241 241 167 51 74 189
Paige Rd Strickland Ave Hendrix Dr 555 0.11 3 3 6D-B Yes 1457 447 100% 700 700 221 221 153 47 68 174
Paige Rd Alpha Dr Worley Dr 585 0.11 3 3 6D-B Yes 1460 484 100% 700 700 233 233 162 54 71 179
Paige Rd Hawse Dr Alpha Dr 590 0.11 3 3 6D-B Yes 1460 484 100% 700 700 235 235 163 54 72 181
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix C - Existing Facilities Inventory 207
Paige Rd Goodman Dr Arbor Glen Rd 575 0.11 3 3 6D-B Yes 1460 484 100% 700 700 229 229 159 53 70 176
Paige Rd Gibson Dr Ramsey Dr 425 0.08 3 3 6D-B Yes 1457 447 100% 700 700 169 169 117 36 52 133
Paige Rd Ramsey Dr Adams Dr 555 0.11 3 3 6D-B Yes 1457 447 100% 700 700 221 221 153 47 68 174
Plano Pkwy Nebraska Funiture Mart Dr SH 121 2,105 0.40 3 3 6D-B Yes 1501 838 100% 700 700 837 837 598 334 239 503
Plano Pkwy 525' SE of Bargain Way Bargain Way 1,045 0.20 3 3 6D-B Yes 1501 838 100% 700 700 416 416 297 166 119 250
Plano Pkwy Bargain Way Nebraska Furniture Mart Dr 1,100 0.21 3 3 6D-B Yes 1501 838 100% 700 700 438 438 313 175 125 263
Ridgepointe Dr Biscayne Dr Main St 490 0.09 1 1 2U-C Yes 100 174 100% 425 425 39 39 9 16 30 23
Ridgepointe Dr Standridge Dr Rustic Ridge Dr 685 0.13 1 1 2U-C Yes 100 174 100% 425 425 55 55 13 23 42 33
Ridgepointe Dr Rustic Ridge Dr Biscayne Dr 265 0.05 1 1 2U-C Yes 100 174 100% 425 425 21 21 5 9 16 13
South Colony Blvd WB SH 121 Memorial Dr 3,840 0.73 2 2 4D-C Yes 491 238 100% 650 650 945 945 357 173 588 772
South Colony Blvd Branch Hollow Dr Main St 1,025 0.19 3 3 6D-B No 366 456 100% 700 700 408 408 71 89 337 319
South Colony Blvd Clover Valley Dr Blair Oaks Dr 2,590 0.49 3 3 6D-B No 399 560 100% 700 700 1,030 1,030 196 275 834 755
South Colony Blvd Blair Oaks Dr Alta Oaks Ln 665 0.13 3 3 6D-B No 366 456 100% 700 700 264 264 46 57 218 207
South Colony Blvd Rolling Hill Rd Bear Run Rd 1,865 0.35 3 3 6D-B No 353 679 100% 700 700 742 742 125 240 617 502
South Colony Blvd Blaynes Vw Ridgecrest Dr 395 0.07 2 2 4U-B No 366 456 100% 475 475 71 71 27 34 44 37
South Colony Blvd Westport Dr Blaynes Vw 130 0.02 2 2 4U-B No 366 456 100% 475 475 23 23 9 11 14 12
South Colony Blvd Memorial Dr Rolling Hill Rd 2,045 0.39 3 3 6D-B No 353 679 100% 700 700 813 813 137 263 677 550
South Colony Blvd Ridgecrest Dr 250' W of Ridgecrest Dr 245 0.05 2 2 4U-B No 366 456 100% 475 475 44 44 17 21 27 23
South Colony Blvd Paige Rd Griffin Dr 1,795 0.34 3 3 6D-B No 399 560 100% 700 700 714 714 136 190 578 524
South Colony Blvd Griffin Dr Clover Calley Dr 2,130 0.40 3 3 6D-B No 399 560 100% 700 700 847 847 161 226 686 621
South Colony Blvd Alta Oaks Ln Branch Hollow Dr 2,310 0.44 3 3 6D-B No 366 456 100% 700 700 919 919 160 200 759 719
South Colony Blvd Main St Westport Dr 465 0.09 2 2 4U-B Yes 366 456 100% 475 475 84 84 32 40 51 44
South Colony Blvd Bear Run Rd Paige Rd 1,615 0.31 3 3 6D-B No 353 679 100% 700 700 642 642 108 208 534 435
Standridge Dr 70' NE of Live Oak Dr 255' S of Cedar Ridge CT 1,245 0.24 2 2 4U-A No 174 174 50% 475 475 112 112 21 21 91 91
Standridge Dr 255' S of Cedar Ridge Ct Cedar Ridge Ct 260 0.05 1 1 2U-C Yes 174 174 100% 425 425 21 21 9 9 12 12
Standridge Dr Cedar Ridge Ct Creek Hollow Way 290 0.05 1 1 2U-C Yes 174 174 100% 425 425 23 23 10 10 14 14
Standridge Dr Creek Hollow Way Blueridge Dr 310 0.06 1 1 2U-C Yes 174 174 100% 425 425 25 25 10 10 15 15
Standridge Dr Blueridge Dr Steepleridge Dr 270 0.05 1 1 2U-C Yes 174 174 100% 425 425 22 22 9 9 13 13
Standridge Dr Steepleridge Dr Saddleridge Dr 150 0.03 1 1 2U-C Yes 174 174 100% 425 425 12 12 5 5 7 7
Standridge Dr Pear Ridge Dr Crooked Ridge Dr 225 0.04 1 1 2U-C Yes 174 174 100% 425 425 18 18 7 7 11 11
Standridge Dr Saddleridge Dr Pear Ridge Dr 145 0.03 1 1 2U-C Yes 174 174 100% 425 425 12 12 5 5 7 7
Standridge Dr Crooked Ridge Dr Highridge Dr 295 0.06 1 1 2U-C Yes 174 174 100% 425 425 24 24 10 10 14 14
Standridge Dr Highridge Dr Shadowridge Dr 285 0.05 1 1 2U-C Yes 174 174 100% 425 425 23 23 9 9 14 14
Standridge Dr Shadowridge Dr Ridgepointe Dr 285 0.05 1 1 2U-C Yes 174 174 100% 425 425 23 23 9 9 14 14
Standridge Dr Ridgepointe Dr Lakeside Dr 305 0.06 1 1 2U-C Yes 174 174 100% 425 425 25 25 10 10 14 14
Standridge Dr Lakeside Dr Sarasota Dr 485 0.09 1 1 2U-C Yes 174 174 100% 425 425 39 39 16 16 23 23
Standridge Dr Sarasota Dr 154' N of Sarasota Dr 150 0.03 1 1 2U-C Yes 174 174 100% 425 425 12 12 5 5 7 7
Standridge Dr Memorial Dr 70' NE of Live Oak Dr 1,025 0.19 3 3 6D-B No 1132 490 100% 700 700 408 408 220 95 188 313
Standridge Dr EB SH 121 WB SH 121 825 0.16 3 3 6D-B Yes 1132 490 100% 700 700 328 328 177 77 151 252
Standridge Dr WB SH 121 Memorial Dr 2,475 0.47 3 3 6D-B Yes 1132 490 50% 700 700 492 492 265 115 227 377
SUBTOTAL 161,260 30.54 1,780106,271 47,263 59,008
2025 Roadway Impact Fee Update
City of The Colony, Texas Appendix C - Existing Facilities Inventory 208
The Colony, Texas
2025 Office Creek Drainage Impact Fee Update
September 2025
Prepared for:
The Colony
Prepared by:
Kimley-Horn and Associates, Inc.
12750 Merit Drive, Suite 1000
Dallas, TX 75240
Phone: 972 770 1300
TBPE Firm Registration Number: F-928
Project Number: 061117031
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Table of Contents
Page No.
Executive Summary .................................................................................................................. iii
I.Introduction ..........................................................................................................................1
II.Drainage Impact Fee Calculation Inputs .............................................................................2
A.Land Use Assumptions .......................................................................................................................... 2
B.Capital Improvement Plan ...................................................................................................................... 4
III.Methodology for Drainage Impact Fees ..............................................................................6
A.Service Areas ......................................................................................................................................... 6
B.Service Units ........................................................................................................................................... 6
C.Cost Per Service Unit ............................................................................................................................. 8
D.Cost of the CIP ....................................................................................................................................... 8
E.Service Unit Calculation ....................................................................................................................... 10
IV.Drainage Impact Fee Calculation ......................................................................................12
A.Maximum Assessable Impact Fee Per Service Unit ........................................................................... 12
B.Plan for Awarding the Drainage Impact Fee Credit ............................................................................ 12
V.Sample Calculations ..........................................................................................................14
VI.Conclusion .........................................................................................................................15
APPENDICES ..........................................................................................................................16
A.Service Area Mapping
B.Conceptual Level Project Cost Projections
C.Hydrologic Modeling Parameters
D.Hydrologic Modeling Output
E.Actual Impact Fees to be Assessed by Land Use
F. Digital Files
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List of Tables
Table 1. Capital Improvements Projects ............................................................................... 4-5
Table 2. Service Unit Calculation ..............................................................................................7
Table 3. Capital Improvements Projects – Costs......................................................................9
Table 4. Capital Improvements Projects – Design Flows .......................................................10
Table 5. Maximum Assessable Drainage Impact Fee ...........................................................13
List of Examples
Example 1: Development Type - One (1) Unit of Single-Family Housing .............................14
Example 2: Development Type – 5 Acre Commercial Development ....................................14
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Executive Summary
Impact Fees are a mechanism for funding the public infrastructure necessitated by new development. They originated
and evolved in Florida, California and other fast-growing municipalities and counties, primarily in the Southern and
Western United States. Across the country, they are used to fund police and fire facilities, parks, schools, roads, and
utilities. In Texas, the legislature has allowed their use for water, wastewater, roadway, and drainage facilities. Impact
Fees are currently being used to fund public drainage, water and wastewater improvements as well as funding roadway
infrastructure in the City of The Colony (City).
In the most basic terms, impact fees are meant to recover the incremental cost of each new unit of development in
terms of new infrastructure needs. In the case of drainage impact fees, the infrastructure need is increased capacity of
drainage facilities to serve future development. The purpose of this Impact Fee Study Update is to identify the fee per
unit of new development necessary to fund these improvements in accordance with the enabling legislation, Chapter
395 of the Texas Local Government Code.
Impact Fees are a one-time fee and are charged only against new development. They are based on the cost of the
capacity improvements necessary to accommodate new growth. For drainage impact fee purposes the City has one
(1) service area for the Office Creek watershed. A service area is a geographic area within which a unique maximum
impact fee is determined. All fees collected within the service area must be spent on eligible improvements within that
same service area.
Impact fees are assessed when a final plat is recorded. The assessment defines the impact of each unit at the time of
platting, according to land use, and may not exceed the maximum impact fee allowed by law. Impact fees are collected
when a building permit is issued. Therefore, funds are not collected until development impacts are introduced to the
City’s drainage system. Funds collected within a service area can be used only within the same service area. Finally,
fees must be utilized within 10 years of collection or must be refunded with interest.
Chapter 395 of the Texas Local Government Code stipulates a specific process for the adoption of Impact Fees. An
Advisory Committee is required to review the Land Use Assumptions and CIP used in calculating the maximum fee,
and to provide its findings for consideration by the City Council. The City Council must then conduct a public hearing
on the Land Use Assumptions and CIP before considering an Impact Fee ordinance.
The Impact Fee ordinance is considered separately from the Land Use Assumptions and CIP. The Advisory Committee
must review the Impact Fee ordinance and provide its findings to the City Council. Following receipt of the report by
the Advisory Committee, the City Council is required to conduct at least one public hearing on the Impact Fee ordinance
prior to adoption.
This report includes details of the impact fee calculation methodology in accordance with Chapter 395, the applicable
Land Use Assumptions, and the development of the CIP.
The 2025 maximum assessable drainage impact fee calculated in this report is $154.87 per service unit. This is an
$76.65 decrease from the 2016 fee, which was $231.52.
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I. Introduction
Chapter 395 of the Texas Local Government Code (Chapter 395) describes the procedures and regulations that Texas
cities must follow in order to create and implement impact fees within a political subdivision. In 2001, Senate Bill 243
(SB 243) was enacted, redefining the Impact Fee according to Chapter 395 as “a charge or assessment imposed by a
political subdivision against a new development in order to generate revenue for funding or recouping the costs of
capital improvements or facility expansions necessitated by and attributable to the new development.”
Chapter 395 mandates that such impact fees be reviewed and updated due to changes in Land Use Assumptions and
Capital Improvements Plan (CIP). Accordingly, updated Land Use Assumptions were prepared by Kimley-Horn and
the City has developed its CIP with which to update the City’s Office Creek drainage impact fees. The City has retained
Kimley-Horn to provide professional engineering services for the 2025 update of the Office Creek Drainage Impact Fee
calculation methodology in accordance with Chapter 395 and SB 243. Associated revisions to the Land Use
Assumptions and the City’s hydrologic modeling of the watershed have been performed by Kimley-Horn and included
as appendices to this report. The Capital Improvements Plan within the impact fee service area has also been
established with this update.
This report consists of a detailed discussion of the methodology used for the computation of the Office Creek drainage
impact fee. The discussion addresses each of the following components as well as modifications required for the 2025
update:
§Existing and Fully-Built Out Growth Projections
§Service Areas
§Service Units
§Cost per Service Unit
§Cost of the Capital Improvements Plan
§Service Unit Calculation
§Maximum Assessable Impact Fee per Service Unit
The report also includes a section outlining a plan for awarding the Office Creek drainage impact fee credit. This plan
details the maximum assessable impact fee per service unit that the City may apply under Chapter 395.
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II. Drainage Impact Fee Calculation Inputs
A.Land Use Assumptions
1.Purpose and Overview
In order to assess the drainage impact fee, Land Use Assumptions must be developed to provide a basis for growth
projections within a political subdivision. As defined by Chapter 395, these assumptions include a description of
changes in land use, densities, intensities, and populations within the service area. These assumptions are also useful
to the City in determining the need and timing of capital improvements to serve future development.
Chapter 395 states that the Drainage Impact Fee and Capital Improvements Plan must contain specific enumeration
of “…the projected demand for capital improvements or facility expansions required by new service units projected
over a reasonable period of time, not to exceed 10 years.” In the case of the Drainage Impact Fee, this demand is
measured by comparing the existing discharge rates at the location of each improvement with those projected in the
10-year growth and ultimate conditions. The City anticipates the Office Creek watershed will be fully-built out by the
year 2035.
In accordance with Chapter 395, information from the following sources was compiled: the City of The Colony
Comprehensive Plan – July 2007, the North Central Texas Council of Governments (NCTCOG), and consultation with
City staff.
Kimley-Horn prepared land use assumptions and hydrologic modeling for existing (2025) and fully-built out (2035)
conditions of the watershed.
2.Methodology
Existing and fully-built out land use assumptions were included in the “Roadway Impact Fee Update” study performed
by Kimley-Horn in June 2025. Minor modifications were made to the “Roadway Impact Fee Update” study’s land uses
to represent the hydrologic conditions of the Existing and Ultimate development scenarios. These land use assumptions
were used to determine the amount of runoff that is generated in the Office Creek Service Area. Exhibits showing the
existing (2025) and fully-built out (2035) land uses are located in Appendix A.
3.Impact Fee Service Areas
The geographic boundary of the existing impact fee service areas for drainage facilities is shown in Appendix A as
the Office Creek watershed. Portions of the City outside of this service area will not have a Drainage Impact Fee
assessed for new development in the Office Creek watershed and were not considered in this analysis.
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4.Hydrologic Modeling
Kimley-Horn obtained hydrologic modeling of the Office Creek from the previous 2016 Drainage Impact Fee project.
The model included 2016 development conditions and ultimate development conditions in 2026. Kimley-Horn prepared
an existing hydrologic model by revising the City effective modeling’s 2016 drainage area delineations, time of
concentrations values, and Curve Numbers based on current development conditions. Kimley-Horn prepared a 2035
(Fully-Built Out) condition model by revising the City effective modeling’s ultimate times of concentration values and
Curve Numbers based on fully-built out land use assumptions based on the land use information from the “Roadway
Impact Fee Update” (Kimley-Horn, August 2025).
5.Summary
The Office Creek watershed is projected to be fully built-out within the next ten years, with development consisting of
primarily non-residential land uses and a mixed use areas. The change in development conditions from 2025 to 2035
is not as significant as the 2016 Drainage Impact Fee due to the basin being close to fully-built out conditions in 2025
conditions. A summary of the land use information and hydrologic parameters for the existing and fully-built out
development conditions are been included in Appendix C of this report. Output from the hydrologic modeling is
included in Appendix D of this report. This output summarizes discharge rates in the watershed in existing and fully-
built out conditions. The existing and fully-built out drainage area maps and land use maps can be found in Appendix
A.
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B.Capital Improvement Plan
Chapter 395 of the Texas Local Government Code dictates that impact fees “may be imposed only to pay the costs of
constructing capital improvements or facility expansions” within the subject service area. A capital improvement, or a
storm water, drainage, or flood control facility that is owned and operated by the political subdivision, must be listed
within the Capital Improvements Plan in order to be assessed the appropriate drainage impact fee. The City Colony
has identified the City-funded drainage infrastructure improvements that have been constructed or are needed in order
to accommodate ultimate conditions within the Office Creek watershed. The Capital Improvements Plan (CIP) is a list
of these projects. It should be noted that the CIP is a listing of both proposed improvements and existing infrastructure
with available capacity.
The CIP for the Office Creek Drainage Impact Fee compiled for the 2025 Drainage Impact Fee update is shown in
Table 1. This table shows the location and size of each project within the watershed. The CIP was developed with
information from the currently adopted Master Drainage Plan, discussions with City staff, and available information on
existing or under-construction drainage infrastructure. Locations of each Capital Improvement are shown on Figure 4
in Appendix A. Project 21 is included to cover the fee for the development of the CIP and this impact fee study.
Table 1 – Capital Improvements Projects
Project Number Location of
Improvement
Location of
Crossing
Length of Improved
Channel Status
1 Office Creek
Channel
Morning Star Drive
to South Colony
Boulevard
1,350 Linear Feet Constructed
2 Office Creek
Channel
Memorial Drive to
Upstream Face of
Paige Road
1,950 Linear Feet Constructed
3 Office Creek
Channel
Downstream Face
of Paige Road to
Memorial Drive
1,950 Linear Feet Constructed
4 Office Creek
Channel
Between Memorial
Drive and Blair
Oaks Drive
350 Linear Feet Constructed
5 Tributary Channel
Channel Excavation
at Horizon Water
Park
850 Linear Feet Constructed
6 Office Creek
Channel
Upstream Face of
South Colony Blvd.
to eastern Sonoma
Grande boundary
700 Linear Feet Constructed
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Table 1 – Capital Improvements Projects (continued)
Project Number Location of
Improvement
Location of
Crossing
Size of Improved
Structure Status
7 South Colony
Boulevard
At Office Creek
Crossing 2 - 7'x6' RCB's Constructed
8 Paige Road North of Memorial
Drive 5 - 8'x8' RCB's Constructed
9 Paige Road
Approximately 550'
South of Memorial
Drive
3 - 60" RCP's Constructed
10 Blair Oaks Drive
Approximately 300'
South of Cougar
Alley
4 - 10'x10' RCB's Constructed
11 Memorial Drive At Worley Drive 3 - 7'x6' RCB's Constructed
12 Memorial Drive Approximately 1000'
East of Paige Road 4 - 9'x6' RCB's Constructed
13 Memorial Drive
Approximately 100'
East of Blair Oaks
Drive
2 - 8'x5' RCB's Constructed
14 Paige/121 Addition
--Chevron, USA
NWC of Paige Road
and SH 121 4 - 8'x4' RCB's Not Constructed
15 Detention Outfall Upstream of Blair
Oaks Drive Varies Not Constructed
16 Paige Road At Office Creek
Crossing Varies Not Constructed
17 Memorial Drive At Office Creek
Crossing 3 - 7'x6' RCB's Constructed
18 Blair Oaks Drive At Office Creek
Crossing 1 - 10’ x 10’ RCB Constructed
19 Impact Fee Study ----Completed
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III.Methodology for Drainage Impact Fees
A.Service Areas
The service area used in the 2025 Drainage Impact Fee update is shown on Figure 1 in Appendix A and represents
the watershed boundary of Office Creek. This area covers only a portion of the corporate boundary of the City of The
Colony, and also includes areas from the City of Lewisville and the Town of Hebron. While there are portions of the
service area within these other jurisdictions, contributing areas from those municipalities will not be assessed an impact
fee. However, they must be included in the service area as they generate runoff that is conveyed through the facilities
in the Capital Improvements Plan.
B.Service Units
The service unit is a measure of use of the Capital Improvement facilities within the service area or watershed boundary.
For the purposes of the Drainage Impact Fee, it is a measure of the development that occurs within the watershed
compared to the additional drainage infrastructure capacity (in cubic feet per second) necessitated by this development.
The total number of service units within the Office Creek watershed was calculated by totaling the amount of additional
impervious area proposed to be constructed within the next 10 years. The increase in runoff anticipated in the next
ten years is directly attributable to the increase in impervious area, and that increase can be measured with each
proposed development, allowing an equitable application of the impact fee.
The area for a service unit will be defined as the average impervious area for a single family residential lot in the City
of the Colony, approximately 3,406 square feet. Each single family residential property developed will be considered
a service unit, while all other development will be assessed the impact fee for a service unit with each 3,406 square
feet of impervious area proposed.
Table 2 shows the calculation of the total increase in impervious area anticipated per subbasin in the watershed. The
last row of Table 2 shows the calculation for the total number of service units in the service area.
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Table 2 – Service Unit Calculation
Subbasin Area
(ac.)
%
Impervious
Existing
%
Impervious
2035
Additional
Impervious
Area (ac.)
OC01 31.4 62 70 2.51
OC02 68.5 49 64 10.27
OC03 22.7 35 51 3.63
OC04 13.4 76 76 0.00
OC05 41.9 61 61 0.00
OC06A 33.1 67 67 0.00
OC06B 51.4 84 84 0.00
OC07 45.8 97 97 0.00
OC08 63.7 41 78 23.57
OC09 65.3 60 61 0.65
OC10 11.9 43 43 0.00
OC11 11.9 65 65 0.00
OC12 34.4 63 63 0.00
OC13 8.3 37 37 0.00
OC14 2.8 85 85 0.00
OC15 15.6 19 19 0.00
OC16 2.6 69 69 0.00
OC17A 22.4 74 74 0.00
OC17B 79.2 77 79 1.59
OC19 18.8 74 83 1.69
OC20 31.8 67 67 0.00
OC21 14.6 12 12 0.00
OC22 10.2 58 68 1.02
OC23 42.8 24 24 0.00
OC24 34.6 50 60 3.46
OC25 34.7 99 99 0.00
OC26A 10.6 66 66 0.00
OC26B 14.7 62 62 0.00
OC27 18.8 52 72 3.76
OC28 29.1 69 72 0.87
OC29 25.2 64 72 2.01
OC30 39.1 71 71 0.00
Total Additional Impervious Area (ac.) = 55.03
3,406 square feet impervious area = 1 Service Unit
Total Service Units =703.8
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C.Cost Per Service Unit
A critical step in the Drainage Impact Fee process is to establish a cost for each service unit within the watershed. This
cost per service unit reflects the amount paid by a developer per additional impervious area to help fund the
construction of drainage infrastructure within the watershed. In the case of the Drainage Impact Fee, this fee is
calculated so that each developer pays an amount consistent with the infrastructure necessitated by development of
their property.
D.Cost of the CIP
The costs that may be included in the cost per service unit calculation are all of the implementation costs of the Impact
Fee update, as well as project costs for channel, structural, or other drainage infrastructure outlined in the Capital
Improvements Plan. Chapter 395 of the Texas Local Government Code specifies that the allowable costs are
“…including and limited to the:
1. Construction contract price;
2.Surveying and engineering fees;
3.Land acquisition costs, including land purchases, court awards and costs, attorney’s fees, and expert witness
fees; and
4.Fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant
preparing or updating the capital improvements plan who is not an employee of the political subdivision.”
For projects outlined in the CIP that have already been constructed, the total project cost has been determined through
evaluation of final bid tabs for each respective project. Cost information was obtained from City of The Colony staff and
available cost data associated with projects designed by Kimley-Horn. For proposed improvements within the Office
Creek watershed, opinions of probable cost reflect only conceptual-level opinions or assumptions regarding the future
cost to implement the CIP. Actual costs of construction are likely to change with time, and the engineer cannot
guarantee that proposals, bids, or construction costs will not vary from these opinions. Costs for materials and
equipment are dependent on market and economic conditions that cannot be precisely predicted at this time. In
addition to the costs for the projects in the CIP, a cost has been added for the fees paid for the preparation of the CIP
and drainage impact fee update. A summary of the costs for projects within the Office Creek watershed is shown in
Table 3. Project cost sheets for each individual project has been included in Appendix B of this report.
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Table 3 – Capital Improvements Projects – Costs
Project
Number
Location of
Improvement Location of Crossing Length of
Improved Channel Status Total Construction
Cost
1 Office Creek
Channel
Morning Star Drive to South
Colony Boulevard 1350 Linear Feet Constructed $708,115
2 Office Creek
Channel
Memorial Drive to Upstream
Face of Paige Road 1950 Linear Feet Constructed $340,153
3 Office Creek
Channel
Downstream Face of Paige
Road to Memorial Drive 1950 Linear Feet Constructed $483,269
4 Office Creek
Channel
Between Memorial Drive
and Blair Oaks Drive 350 Linear Feet Constructed $214,466
5 Tributary Channel Channel Excavation at
Horizon Water Park 850 Linear Feet Constructed $159,535
6 Office Creek
Channel
Upstream Face of South
Colony Blvd. to eastern
Sonoma Grande boundary
700 Linear Feet Constructed $122,717
7 South Colony
Boulevard At Office Creek Crossing 2 - 7'x6' RCB's Constructed $191,340
8 Paige Road Immediately North of
Memorial Drive 5 - 8'x8' RCB's Constructed $439,199
9 Paige Road Approximately 550' South of
Memorial Drive 3 - 60" RCP's Constructed $143,840
10 Blair Oaks Drive Approximately 300' South of
Cougar Alley 4 - 10'x10' RCB's Constructed $562,232
11 Memorial Drive At Worley Drive 3 - 7'x6' RCB's Constructed $171,668
12 Memorial Drive Approximately 1000' East of
Paige Road 4 - 9'x6' RCB's Constructed $212,928
13 Memorial Drive Approximately 100' East of
Blair Oaks Drive 2 - 8'x5' RCB's Constructed $80,560
14 Paige/121 Addition -
-Chevron, USA
NWC of Paige Road and SH
121 4 - 8'x4' RCB's Not Constructed $5,390,700
15 Detention Outfall Upstream of Blair Oaks
Drive Varies Not Constructed $434,900
16 Paige Road At Office Creek Crossing Varies Not Constructed $222,400
17 Memorial Drive At Office Creek Crossing 3 - 7'x6' RCB's Constructed $369,123
18 Blair Oaks Drive At Office Creek Crossing 1 - 10'x10' RCB Constructed $344,047
19 Impact Fee Study ----Completed $39,330
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E.Service Unit Calculation
The basic service unit for the computation of the City’s Drainage Impact Fees is dependent upon the amount of area
that will be converted from a pervious to an impervious surface and the amount of runoff that additional impervious
area will produce over existing conditions. To determine the cost per service unit, it is necessary to project the growth
in development within the watershed for the 10-year growth period and to estimate the future increase in impervious
surface as discussed earlier in this report.
Kimley-Horn used the land use assumptions and anticipated impervious areas to develop hydrologic models for existing
and ultimate (build-out) conditions based on the City-provided modeling. As described earlier in this report, those
models were used to calculate 100-year design flows at various locations throughout the service area.
Using the hydrologic models created for each development condition, discharge rates were established at the location
of each improvement outlined in the CIP.Table 4 shows these discharge rates (in cubic feet per second) in each of
the two development scenarios at each of the CIP project locations.
Table 4 – Capital Improvement Projects – Design Flows
Project
Number
Hydrologic Model
Combination Point
Existing (2025)
Condition Flow
Fully-Built Out (2035)
Condition Flow
Percent Attributable
to 10-Year Growth
1 OC01 244.8 247.7 1.13%
2 Junction-5 2422.5 2509.6 3.47%
3 Junction-6.5 3053.8 3164.4 3.50%
4 Junction-9 4477.2 4613.6 2.96%
5 OC09 507.2 507.9 0.14%
6 Junction-1 677.0 691.2 1.94%
7 Junction-2 677.0 691.2 1.94%
8 Junction-6.5 3053.8 3164.4 3.50%
9 OC19 129.7 151.1 14.16%
10 Junction-10 5425.0 5565.0 2.51%
11 Junction-4 837.1 854.4 2.02%
12 Junction-14 1200.0 1263.4 5.02%
13 Junction-19 546.3 550.0 0.67%
14 Junction-16B 600.7 602.3 0.27%
15 Junction-12 6117.8 6343.5 3.56%
16 Junction-6.5 3053.8 3164.4 3.50%
17 Junction-14 1200.0 1263.4 5.02%
18 Junction-10 5425.0 5565.0 2.51%
222
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2025
11
The assessable impact fee portion of each project is based on the percentage of the capital improvement capacity that
will be necessitated by development within the 10-year growth period. The 10-year condition flow is assumed to be
equal to fully-built out condition flow. This percentage, known as Percent of Capacity Attributable to Growth, has been
calculated using the following equation:
Fully-Built Out Condition Flow – Existing Condition Flow
Fully-Built Out Condition Flow
In addition to the discharge rates for each development condition,Table 4 also shows the Percent Attributable to
Growth calculated using the equation above. This percentage represents the portion of the respective capital
improvement that can be assessed the drainage impact fee. When the total construction cost of each improvement is
multiplied by this percentage, the total construction cost attributable to growth is established. The sum of these costs
for each project outlined in the CIP yields the total construction cost attributable to growth for the watershed, and was
calculated for the Office Creek watershed to be approximately $217,998. A breakdown of these costs is shown in
Appendix B.
Percent Attributable to
10-Year Growth =
223
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
12
IV. Drainage Impact Fee Calculation
A.Maximum Assessable Impact Fee Per Service Unit
This section presents the maximum assessable impact fee rate calculated for developments within the Office Creek
watershed. The maximum assessable fee is the allowable cost of the CIP for drainage infrastructure divided by the
total number of service units representing growth attributable to development within the 10-year period. Many of the
components of this calculation have been presented in previous sections of this report. The purpose of this section is
to outline the computation of the impact fee and demonstrate the guidelines of Chapter 395.
The calculations described in Section III of this report have been performed for every improvement within the Drainage
Impact Fee service area (the Office Creek watershed) and the sum of the all of the Construction Costs Attributable to
Growth have been calculated to determine the total cost of the CIP within the service area. Following this calculation,
the Cost Per Service Unit and the Maximum Assessable Impact Fee Rate is calculated.Table 5 illustrates the steps of
this computation:
LINE 1 in Table 5 is the Total Construction Costs Attributable to Growth within the Office Creek watershed, and is
taken from Figure 4. LINE 2 is the Total Number of Service Units within the basin, and is taken from Table 3. LINE 3,
the Cost Per Service Unit Attributable to Growth, is then calculated by dividing LINE 1 by LINE 2.
B.Plan for Awarding the Drainage Impact Fee Credit
Chapter 395 of the Texas Local Government Code requires the Capital Improvements Plan for Drainage Impact Fees
to contain specific enumeration of a plan for awarding the impact fee credit. Section 395.014 of the Code states:
“(7) A plan for awarding:
(A)a credit for the portion of ad valorem tax and utility service revenues generated by new service
units during the program period that is used for the payment of improvements, including the
payment of debt, that are included in the capital improvements plan; or
(B)In the alternative, a credit equal to 50 percent of the total projected cost of implementing the capital
improvements plan…”
The City has determined that the maximum assessable impact fee per service unit shall be 50% of the total projected
cost of implementing the capital improvements plan. Therefore, LINE 4 of Table 5, the Percent of Fee Recoverable is
equal to 50%. LINE 4 is then multiplied by LINE 3 to yield the Maximum Assessable Impact Fee Per Service Unit (LINE
5), which has been calculated at $154.87.
224
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2025
13
Table 5 – Maximum Assessable Drainage Impact Fee
LINE 1 Total Construction Costs Attributable to Growth
(From Figure 4 of Appendix A)$217,998
LINE 2 Total Number of Service Units*
(From Table 2)703.8
LINE 3 Cost of CIP per Service Unit Attributable to Growth
= LINE 1/LINE 2 $309.74
LINE 4 Percent of Fee Recoverable
(From Chapter 395 of Texas Local Government Code)50%
LINE 5 Maximum Assessable Fee per Service Unit
= (LINE 3 * LINE 4)$154.87
*Note: One Service Unit is 3,406 square feet of impervious area.
225
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2025
14
V. Sample Calculations
The following section details two (2) examples of maximum assessable Drainage Impact Fee calculations.
Example 1 –
Development Type - One (1) Unit of Single-Family Housing
Drainage Impact Fee Calculation Steps – Example 1
Step
1
Determine Development Unit and Impervious Area
Development Type: 1 Dwelling Unit of Single-Family Detached Housing
Number of Service Units: 1 Service Unit
Step
2
Determine Maximum Assessable Impact Fee Per Service Unit
Office Creek Watershed: $154.87
Step
3
Determine Maximum Assessable Impact Fee
Impact Fee = # of Service Units * Max. Fee Per Service Unit
Impact Fee = 1 * $154.87
Maximum Assessable Impact Fee = $154.87
Example 2 –
Development Type – 5 Acre Commercial Development
Drainage Impact Fee Calculation Steps – Example 2
Step
1
Determine Development Unit and Impervious Area
Development Type: Commercial Development
Impervious Area (from plat) – 178,596 square feet (82% of 5 acre development)
Number of Service Units = Impervious Area / 3,406 square feet
Service Units = 178,596 / 3,406 = 52.4
Step
2
Determine Maximum Assessable Impact Fee Per Service Unit
Office Creek Watershed: $154.87
Step
3
Determine Maximum Assessable Impact Fee
Impact Fee = # of Service Units * Max. Fee Per Service Unit
Impact Fee = 52.4 * $154.87
Maximum Assessable Impact Fee = $8,115.19
226
Office Creek Drainage Impact Fee Update
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2025
15
VI. Conclusion
The City of the Colony has established a process the City has utilized to implement the assessment and collection of
drainage impact fees in the Office Creek watershed through the adoption of an impact fee ordinance that is consistent
with Chapter 395 of the Texas Local Government Code.
This report establishes the maximum allowable drainage impact fee that could be assessed by the City within the Office
Creek watershed upstream of Main Street. It is intended to serve as a guide to the assessment of drainage impact
fees pertaining to future development and the City’s need for drainage improvements to accommodate that growth.
Following the public hearing process, the City Council may establish an amount to be assessed (if any) up to the
maximum established within this report and update the Drainage Impact Fee Ordinance accordingly.
In conclusion, it is our opinion that the data and methodology used in this update are appropriate and consistent with
Chapter 395 of the Texas Local Government Code. That information, as well as the proposed Capital Improvements
Plan, are appropriately incorporated into the process.
227
Office Creek Drainage Impact Fee Update
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2025
16
APPENDICES
A. Service Area Mapping
B. Conceptual Level Project Cost Projections
C. Hydrologic Modeling Parameters
D. Hydrologic Modeling Output
E. Actual Impact Fees to be Assessed by Land Use
F. Digital Files
228
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
A. Service Area Mapping
229
¬=OC11
12 acres¬=OC13
8 acres
¬=OC17A
22 acres
¬=OC05
42 acres
¬=OC10
12 acres
¬=OC26B
15 acres
¬=OC07
46 acres¬=OC08
64 acres
¬=OC22
10 acres
¬=OC20
32 acres
¬=OC01
31 acres
¬=OC17B
79 acres¬=OC25
35 acres
¬=OC26A
11 acres
¬=OC03
23 acres
¬=OC24
35 acres
¬=OC06B
51 acres
¬=OC06A
33 acres
¬=OC27
19 acres
¬=OC29
25 acres
¬=OC28
29 acres
¬=OC12
34 acres
¬=OC04
13 acres
¬=OC15
16 acres
¬=OC19
19 acres
¬=OC02
68 acres
¬=OC09
65 acres
¬=OC23
43 acres
¬=OC30
39 acres
¬=OC21
15 acres ¬=OC14
3 acres
¬=OC16
3 acres
12
415
5
14
13
66.5 7
7.5
178
16B
9
19
10
18
1112
16
EX-1SEPT 2025SKMKEP06117031Drainage Area MapSHEETDATE:DESIGN:DRAWN:CHECKED:KHA NO.:Legend
Reach
Pond Outline
Office Creek Culverts
Office Creek Centerlines
Downstream Connection
2025 Subbasin Divides
2 ft. Contours (TxGIO, 2019)
10 ft. Contours (TxGIO, 2019)Engineering Firm Registration No. F-92812750 Merit Drive, Suite 1000Dallas, Texas 75251(972) 770-1300 Phone(972) 239-3820 FaxK:\DAL_Hydro\63678007 - Office Creek DIF Update_2016\GIS\Exhibits\SubBasinDelineation-
NOTE:
1. THE SUBBASIN DIVIDES ARE BASED ON THE CITY OF THE COLONY HYDROLOGIC
MODELING DATED 2010. REVISIONS TO THE SUBBASIN DIVIDES, TIMES OF
CONCENTRATION VALUES, AND CURVE NUMBERS WERE REVISED BASED ON
DEVELOPMENT THAT HAS OCCURED SINCE 2010.
2. AERIAL IMAGERY FROM NEAR MAP (JANUARY, 2025)SKMOffice CreekDrainage Impact FeeCity of The Colony, Texas0 400 800 1,200200
Feet
POND
OC06A
POND
OC17A
POND
OC26A DESTINATION DRIVEPLANO PARKWAY
STAT
E
HI
G
H
W
A
Y 121PAIGE ROADREACH
OC17B REACH
OC17A
REACH
OC26A
REACH
OC06A
230
231
232
1
2
3
4
5
6
7
9
10
12
13
18
16
15
17
14
8
11
1
2
3
4
5
6
7
9
10
12
13
18
16
15
17
14
8
11
SOUTH COLONY BOULEVARD
F.M
.
4
2
3
(MA
IN
STREET
)BLA
IR
OAKS
DR
IVE PAIGE ROADSOUTH CO
LONY
BOU
LEVARD
STATE
HI
G
H
W
A
Y 1
2
1 MORNING
STAR
DR
IVE
PLANO PARKWAY
STATE
HI
G
H
W
A
Y 121CRIDER ROADMEMO
RI
A
L
D
RI
V
E MEMORIAL DRIVECOU
G
A
R
A
L
L
E
Y
LEGEND
RIGHT-OF-WAY BOUNDARY
EXISTING CONTOUR
19
4
STRUCTURAL IMPROVEMENTS
PROJECT
NUMBER LOCATION
SIZE OF
IMPROVED
STRUCTURE
7 SOUTH COLONY BOULEVARD AT OFFICE CREEK CROSSING 2 - 7' x 6' RCB
8 PAIGE ROAD IMMEDIATELY NORTH OF MEMORIAL DRIVE 5 - 8' x 8' RCB
9 PAIGE ROAD APPROXIMATELY 550' SOUTH OF MEMORIAL
DRIVE 3 - 60" RCP
10 BLAIR OAKS DRIVE APPROXIMATELY 300' SOUTH OF
COUGAR ALLEY 4 - 10' x 10' RCB
11 MEMORIAL DRIVE AT WORLEY DRIVE 3 - 7' x 6' RCB
12 MEMORIAL DRIVE APPROXIMATELY 1,000' EAST OF PAIGE
ROAD 4 - 9' x 6' RCB
13 MEMORIAL DRIVE APPROXIMATELY 1,650' EAST OF BLAIR
OAKS DRIVE 4 - 10' x 5' RCB
14 MEMORIAL DRIVE APPROXIMATELY 850' EAST OF BLAIR
OAKS DRIVE 2 - 8' x 5' RCB
15 MEMORIAL DRIVE APPROXIMATELY 100' EAST OF BLAIR
OAKS DRIVE 2 - 8' x 5' RCB
16 NWC OF PAIGE ROAD AND SH 121 4 - 8' x 4' RCB
17 VARIOUS DETENTION OUTFALLS VARIES
18 PAIGE ROAD AT OFFICE CREEK CROSSING VARIES
19 MEMORIAL DRIVE AT OFFICE CREEK CROSSING 3 - 7' x 6' RCB
20 BLAIR OAKS DRIVE AT OFFICE CREEK CROSSING 3 - 60" CMP
CHANNEL IMPROVEMENTS
PROJECT
NUMBER LOCATION
LENGTH OF
IMPROVED
CHANNEL
1 MORNING STAR DRIVE TO SOUTH COLONY BLVD.1,350 L.F.
2 MEMORIAL DRIVE TO UPSTREAM FACE OF PAIGE ROAD
1,950 L.F.
3 DOWNSTREAM FACE OF PAIGE ROAD TO MEMORIAL DRIVE 1,950 L.F.
4 BETWEEN MEMORIAL DRIVE AND BLAIR OAKS DRIVE 350 L.F.
5 CHANNEL EXCAVATION AT HORIZON WATER PARK 850 L.F.
6 UPSTREAM FACE OF SOUTH COLONY BLVD. TO EASTERN
SONOMA GRANDE BOUNDARY `
EX-4Office Creek CapitalImprovement PlanAPPROXIMATE STRUCTURAL
IMPROVEMENT LOCATION
APPROXIMATE CHANNEL
IMPROVEMENT LOCATION
Office CreekDrainage Impact FeeCity of The Colony, TexasNORTH
1000
233
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
B. Conceptual Level Project Cost Projections
234
Channel Improvements:
Project
Number Location of Improvement Location of Crossing
Length of
Improved
Channel
Status Hydrologic Model
Combination Point
Existing (2025)
Condition Flow1 (cfs)
Fully Built-Out (2035)
Condition Flow2 (cfs)
Total
Construction Cost Percentage in 10-
Year Growth3
Cost of 10-Year
Growth Capacity
1 Office Creek Channel Morning Star Drive to South Colony Boulevard 1350 Linear Feet Constructed OC01 244.9 247.7 708,115$1.13%8,002$
2 Office Creek Channel Memorial Drive to Upstream Face of Paige Road 1950 Linear Feet Constructed Junction-5 2422.5 2509.6 340,153$3.47%11,803$
3 Office Creek Channel Downstream Face of Paige Road to Memorial Drive 1950 Linear Feet Constructed Junction-6.5 3053.8 3164.4 483,269$3.50%16,914$
4 Office Creek Channel Between Memorial Drive and Blair Oaks Drive 350 Linear Feet Constructed Junction-9 4477.2 4613.6 214,466$2.96%6,348$
5 Tributary Channel Channel Excavation at Horizon Water Park 850 Linear Feet Constructed OC09 507.2 507.9 159,535$0.14%223$
6 Office Creek Channel Upstream Face of South Colony Blvd. to eastern Sonoma Grande boundary 700 Linear Feet Constructed Junction-1 677.8 691.2 122,717$1.94%2,381$
Structural Improvements:
Project
Number Location of Improvement Location of Crossing Size of Improved
Structure Status Hydrologic Model
Combination Point
Existing (2025)
Condition Flow1 (cfs)
Fully Built-Out (2035)
Condition Flow2 (cfs)
Total
Construction Cost Percentage in 10-
Year Growth
Cost of 10-Year
Growth Capacity
7 South Colony Boulevard At Office Creek Crossing 2 - 7'x6' RCB's Constructed Junction-2 677.8 691.2 191,340$1.94%3,712$
8 Paige Road Immediately North of Memorial Drive 5 - 8'x8' RCB's Constructed Junction-6.5 3053.8 3164.4 439,199$3.50%15,372$
9 Paige Road Approximately 550' South of Memorial Drive 3 - 60" RCP's Constructed OC19 129.7 151.1 143,840$14.16%20,368$
10 Blair Oaks Drive Approximately 300' South of Cougar Alley 4 - 10'x10' RCB's Constructed Junction-10 5425.1 5565.0 562,232$2.51%14,112$
11 Memorial Drive At Worley Drive 3 - 7'x6' RCB's Constructed Junction-4 837.1 854.4 171,668$2.02%3,468$
12 Memorial Drive Approximately 1000' East of Paige Road 4 - 9'x6' RCB's Constructed Junction-14 1200.0 1263.4 212,928$5.02%10,689$
13 Memorial Drive Approximately 100' East of Blair Oaks Drive 2 - 8'x5' RCB's Constructed Junction-19 546.3 550.0 80,560$0.67%540$
14 Paige/121 Addition -- Chevron, USA NWC of Paige Road and SH 121 4 - 8'x4' RCB's Not Constructed Junction-16B 600.7 602.3 5,390,700$0.27%14,555$
15 Detention Outfalls Upstream of Blair Oaks Drive Varies Not Constructed Junction-12 6117.8 6343.5 434,900$3.56%15,482$
16 Paige Road At Office Creek Crossing --Not Constructed Junction-6.5 3053.8 3164.4 222,400$3.50%7,784$
17 Memorial Drive At Office Creek Crossing 3 - 7'x6' RCB's Constructed Junction-14 1200.0 1263.4 369,123$5.02%18,530$
18 Blair Oaks Drive At Office Creek Crossing 1 - 10'x10' RCB Constructed Junction-10 5425.1 5565.0 334,047$2.51%8,385$
19 Impact Fee Study ----Completed ------39,330$100.00%39,330$
Total Construction Costs:10,620,522$
Notes:
1 Existing Condition flows obtained from HMS modeling that was previously prepared by the City of the Colony (2010) and revised by Kimley-Horn in 2025.Total Cost of 10-Year Growth Capacity:217,998$
2 Fully Built Out Condition Flows obtained from HMS modeling that was previously prepared by the City of the Colony (2010) and revised by Kimley-Horn in 2025.Maximum Assessable Cost (50%): 108,999$
3 10-Year Growth Percentages have been Fully Built-Out Flow - Existing Flow Total Number of Service Units:703.8
calculated by the following formula:Fully Built-Out Flow Maximum Assessable Impact Fee:154.87$
IMPACT FEE CALCULATIONS
K:\DAL_Hydro\061117031 - Office Creek DIF\Docs\Project Cost Spreadsheet.xlsx
235
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.1
Name:Office Creek Channel
Limits:
Improvement Type:Channel
Channel Length:1350 Linear Feet
Status:Constructed
Cost Source:A
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
100 Pilot Channel 1 LS 14,210$14,210$
200 Excavation 1 LS 327,980$327,980$
300 Temporary Construction Entrance 1 LS 2,000$2,000$
400 Construction Staking 1 LS 10,000$10,000$
500 Curlex Erosion Control 1 LS 64,720$64,720$
600 Weir Structure 1 LS 11,000$11,000$
700 Channel Bottom Rip Rap 1 LS 28,300$28,300$
800 Water Line Relocation 1 LS 7,840$7,840$
Construction Cost Subtotal:466,050$
Change Order Items
No.Item Description Notes Quantity Unit Unit Price Item Cost
110 Weir Redesign 1 LS 5,470$5,470$
120 Sewer Line Encasement 1 LS 5,400$5,400$
130 Water Line Encasement 1 LS 1,500$1,500$
140 Additional Rip Rap 1 LS 23,275$23,275$
150 Traffic Wall 1 LS 17,900$17,900$
160 Canal Redesign 1 LS 104,048$104,048$
170 Reseeding 1 LS 20,072$20,072$
Change Order Subtotal:177,665$
Project Cost Summary
Item Description Notes:Item Cost
Construction:466,050$
Change Order Items:177,665$
Estimated Engineering Fees:Percent of Construction Cost (+/-):10%64,400$
Project Cost TOTAL:708,115$
Notes:
Morning Star Drive to South
Colony Boulevard
This project consisted of the construction of
approximately 1350 linear feet of channel
between Morning Star Drive and South Colony
Boulevard. Construction was completed and paid
for by Flournoy Development Company, LLC in
2004. Costs below reflect actual costs paid by
Flournoy Development Company to complete the
channel improvements.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided
herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not
guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
236
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.2
Name:Office Creek Channel
Limits:
Improvement Type:Channel
Length:1950 Linear Feet
Status:Constructed
Cost Source:C
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
100 Mobilization 1 LS 12,500$12,500$
200 Channel Excavation 18,945 CY 3.00$56,835$
400 Pilot Channel 557 LF 27.00$15,039$
500 Rock Rip Rap 82 CY 35.00$2,870$
600 Gabion Drop Structure 1,040 SY 44.00$45,760$
700 Erosion Control 1 LS 31,250$31,250$
800 Erosion Control Matting 300 SY 4.00$1,200$
900 Hydromulching 8 AC 5,000$40,000$
Construction Cost Subtotal:205,454$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:205,454$
Project Management Fees:25% JNC Total -- See Reimbursement Request 32,100$
Engineering/Surveying Fees:25% JNC Total -- See Reimbursement Request 102,599$
Project Cost TOTAL:340,153$
Notes:
1. Cost for Mobilization calculated as one-third of the total cost shown on Sheet 2 of Cost Source C.
2. Costs for Channel Excavation calculated using total costs for Channels B and C Excavation on Sheet 2
of Cost Source C and cost for Channel C Excavation on Sheet 3 of Cost Source C.
3. Cost for Rock Rip Rap, Gabion Drop Structure, and Hydrolmulching have been calculated using total
costs shown on Sheet 2 of Cost Source C.
4. Cost for Erosion Control has been calculated as 50% of the total cost shown on Sheet 3 of Cost Source C.
5. Cost for Erosion Control Matting has been calculated using total costs shown on Sheets 2 and 3 of Cost
Source C.
6. Project Management Fees have been included as 25% of the total cost of Project Management reported
in the JNC Reimbursement Request (February, 2005).
7. Engineering/Surveying Fees have been included as 25% of the total cost of Engineering/Surveying
Services reported in the JNC Reimbursement Request (February, 2005).
This project consisted of the construction of
approximately 1950 linear feet of channel east of Paige
Road between the upstream face of Paige Road and
the downstream face of Memorial Drive. Construction
was completed on this project in 2004. Construction
costs below represent final construction costs paid by
the developer and the City.
Memorial Drive to Upstream
Face of Paige Road
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
237
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.3
Name:Office Creek Channel
Limits:
Improvement Type:Channel
Length:1950 Linear Feet
Status:Constructed
Cost Source:C
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
100 Mobilization 1 LS 12,500$12,500$
200 Channel Excavation 24,083 CY 2.95$71,045$
300 Channel Excavation 7,293 CY 5.06$36,903$
400 Channel Excavation 24,083 CY 2.06$49,611$
500 Clearing and Grubbing 6.62 AC 1,610$10,658$
600 Pilot Channel 1,752 LF 60$105,120$
700 Erosion Control 1 LS 28,933$28,933$
800 Rock Rip Rap 202 CY 100$20,200$
900 Hydromulching 6.8 AC 2,000$13,600$
Construction Cost Subtotal:348,570$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:348,570$
Project Management Fees:25% JNC Total -- See Reimbursement Request 32,100$
Engineering/Surveying Fees:25% JNC Total -- See Reimbursement Request 102,599$
Project Cost TOTAL:483,269$
Notes:
1. Cost for Channel Excavation has been calculated as 85% of the total cost shown on Sheet 1 of Cost Source C,
and 85% of the costs shown for Channel A Excavation on Sheets 2 and 3.
2. Cost for Clearing and Grubbing has been calculated as 85% of the total cost shown on Sheet 1 of Cost Source C.
3. Cost for Erosion Control has been calculated as one-third of the cost shown on Sheet 2 of Cost Source C.
and 42.5% of the costs shown on Sheet 3 of Cost Source C.
4. Costs for Pilot Channel, Rock Rip Rap and Hydromulching have been calculated as 85% of the costs shown
on Sheet 3 of Cost Source C.
5. Cost for Mobilization has been calculated as one-third of the cost shown on Sheet 2 of Cost Source C.
6. Project Management Fees have been included as 25% of the total cost of Project Management reported
in the JNC Reimbursement Request (February, 2005).
7. Engineering/Surveying Fees have been included as 25% of the total cost of Engineering/Surveying
Services reported in the JNC Reimbursement Request (February, 2005).
This project consisted of the construction of
approximately 1950 linear feet of channel west of Paige
Road between the downstream face of Paige Road and
the upstream face of Memorial Drive. Construction was
completed on this project in 2004. Construction costs
below represent final construction costs paid by the
developer and the City.
Downstream Face of Paige
Road to Memorial Drive
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
238
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.4
Name:Office Creek Channel
Limits:
Improvement Type:Channel
Length:350 Linear Feet
Status:Constructed
Cost Source:C
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
100 Mobilization 1 LS 12,500$12,500$
200 Channel Excavation 4,317 CY 2.06$8,893$
300 Channel Excavation 4,317 CY 2.95$12,735$
400 Channel Excavation 1,307 CY 5.06$6,613$
500 Pilot Channel 314 LF 60$18,840$
600 Clearing and Grubbing 1.19 AC 1,610$1,916$
700 Erosion Control 1 LS 12,170$12,170$
800 Rock Rip Rap 36 SY 100$3,600$
900 Hydromulching 1.25 AC 2,000$2,500$
Construction Cost Subtotal:79,767$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:79,767$
Project Management Fees:25% JNC Total -- See Reimbursement Request 32,100$
Engineering/Surveying Fees:25% JNC Total -- See Reimbursement Request 102,599$
Project Cost TOTAL:214,466$
Notes:
1. Cost for Channel Excavation has been calculated as 15% of cost shown on Sheet 1 of Cost Source C
and 15% of the total costs shown for Channel A Excavation on Sheets 2 and 3.
2. Cost for Erosion Control has been calculated as one-third of the cost shown on Sheet 2 of Cost Source C
and 7.5% of the cost shown on Sheet 3 of Cost Source C.
3. Cost for Clearing and Grubbing has been calculated as 15% of the cost shown on Sheet 1 of Cost Source C.
4. Costs for Pilot Channel, Rock Rip Rap and Hydromulching have been calculated as 15% of the costs shown
on Sheet 3 of Cost Source C.
5. Cost for Mobilization has been calculated as one-third of the cost shown on Sheet 2 of Cost Source C.
6. Project Management Fees have been included as 25% of the total cost of Project Management reported
in the JNC Reimbursement Request (February, 2005).
7. Engineering/Surveying Fees have been included as 25% of the total cost of Engineering/Surveying
Services reported in the JNC Reimbursement Request (February, 2005).
Between Memorial Drive
and Blair Oaks Drive
This project consisted of the construction of
approximately 350 linear feet of channel immediately
downstream of Memorial Drive between Memorial Drive
and Blair Oaks Drive. Construction was completed on
this project in 2004. Construction costs below represent
final construction costs paid by the developer and the
City.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
239
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.5
Name:Tributary Channel
Limits:
Improvement Type:Channel
Length:850 Linear Feet
Status:Constructed
Cost Source:E
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
Rock Berm 67 LF 40.00$2,680$
4" Topsoil 10,274 SY 0.75$7,706$
Hydromulching 10,274 SY 0.50$5,137$
Turf Reinforcement Mat 7,920 SY 2.00$15,840$
Unclassified Channel Excavation 10,864 CY 2.00$21,728$
Concrete Pilot Channel 921.00 SY 30.00$27,630$
Reinforced Concrete Weir 1 LS 21,000$21,000$
Reinforced Concrete Rip Rap 494 SY 45.00$22,230$
Geotextile for Gabion Mattress 402 SY 2.00$804$
Gabion Mattress 338.00 SY 60.00$20,280$
Construction Cost Subtotal:145,035$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:145,035$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%14,500$
Project Cost TOTAL:159,535$
Notes:
1. Items 6 & 7 from Cost Source E not included in the calculation above. The subject items are not considered
part of the Impact Fee CIP and cannot be considered in the drainage impact fee calculation.
This project consisted of the construction of an
additional channel immediately west of the Horizon
Water Park. The channel is located along the eastern
side of Paige Road and flows under the 9'x6' RCB
culvert crossing at the water park. This improvement
was designed by Halff Associates in 2004 and provides
additional detention volume to the Office Creek
watershed.
Channel Excavation at
Horizon Water Park
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided
herein are based on the information known to Engineer at this time and represent only the Engineer's judgment
as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee
that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
240
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:6/7/2016
Final Construction Cost
Project Information:Description:Project No.6
Name:
Limits:
Improvement Type:Channel
Length:700 Linear Feet
Status:Constructed
Cost Source:Actual
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
Concrete Pilot Channel 7,010 SF 3.66$25,657$
Riprap at Structure 782 SF 60$46,920$
Channel Cut 7,470 CY 2$14,940$
Weir Structure 1 EA 24,000$24,000$
Construction Cost Subtotal:111,517$
Project Cost Summary
Item Description Notes:Item Cost
Construction:111,517$
Engineering/Survey Fees:Percent of Construction Cost (+/-):10%11,200$
Project Cost TOTAL:122,717$
This project consisted of the construction of a
weir structure, regrading of approximately 700
linear feet of channel between South Colony
Boulevard and the eastern edge of Sonoma
Grande. Construction was completed and paid
for by Flournoy Development Company, LLC in
2006. Costs below reflect actual costs paid by
Flournoy Development Company to complete the
channel improvements.
Office Creek Channel
Upstream Face of South Colony
Blvd. to eastern Sonoma
Grande boundary
241
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.7
Name:South Colony Boulevard
Limits:At Office Creek Crossing
Improvement Type:Structural
Size:2 - 7'x6' RCB's
Status:Constructed
Cost Source:Actual
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
462 2 - 7' x 6' RCB's 1 LS 173,940$
Construction Cost Subtotal:173,940$
Construction Cost TOTAL:173,940$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 173,940$
Engineering/Survey Fees:Percent of Construction Cost (+/-):10%17,400$
Project Cost TOTAL:191,340$
This project consisted of the construction of two 7'x6'
Reinforced Concrete Box (RCB) culverts under South
Colony Boulevard.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
242
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.8
Name:Paige Road
Limits:
Improvement Type:Structural
Size:5 - 8'x8' RCB's
Status:Constructed
Cost Source:C
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
5 - 8' x 8' RCB's 500 LF 355$177,500$
MCW-P Headwall 2 EA 25,000$50,000$
Metal Beam Guard Fence 250 LF 31.40$7,850$
Structural Excavation 3,000 CY 6.00$18,000$
Roadway Demolition 120 CY 50$6,000$
8" Reinforced Concrete Pavement 800 SY 39.50$31,600$
Water Main Relocation 86 LF 50$4,300$
Traffic Control 1 LS 9,250$9,250$
Construction Cost Subtotal:304,500$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:304,500$
Project Management Fees:25% JNC Total -- See Reimbursement Request 32,100$
Engineering/Surveying Fees:25% JNC Total -- See Reimbursement Request 102,599$
Project Cost TOTAL:439,199$
Notes:
1. Items shown on Cost Source C not included in the above calculations have been applied to Projects
3, 4, and 5.
2. Project Management Fees have been included as 25% of the total cost of Project Management reported
in the JNC Reimbursement Request (February, 2005).
3. Engineering/Surveying Fees have been included as 25% of the total cost of Engineering/Surveying
Services reported in the JNC Reimbursement Request (February, 2005).
This project consisted of the construction of five (5) -
8'x8' Reinforced Concrete Box (RCB) culverts under
Paige Road. Construction was completed on this
project in 2004. Construction costs below represent
final construction costs paid by the developer to
construct the improvements.
Immediately North of
Memorial Drive
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided
herein are based on the information known to Engineer at this time and represent only the Engineer's judgment
as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee
that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
243
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.9
Name:Paige Road
Limits:
Improvement Type:Structural
Size:3 - 60" RCP's
Status:Constructed
Cost Source:Actual
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
3 - 60" RCP's 390 LF 250$97,500$
Flared Wingwall 2 EA 8,000$16,000$
Grouted Rock Rip Rap 150 SY 60.00$9,000$
Metal Beam Guard Fence 60 LF 30.00$1,800$
Bridge Rail 100 LF 50.00$5,000$
Unclassified Excavation 360 CY 4.00$1,440$
Construction Cost Subtotal:130,740$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:130,740$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%13,100$
Project Cost TOTAL:143,840$
This project consisted of the construction of three (3)
existing 60" Reinforced Concrete Pipes located
approximately 550 feet south of Memorial Drive.
Approximately 550' South
of Memorial Drive
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
244
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.10
Name:Blair Oaks Drive
Limits:
Improvement Type:Structural
Size:4 - 10'x10' RCB's
Status:Constructed
Cost Source:D
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
4 - 10' x 10' RCB's 300 LF 400$120,000$
Pavement Removal 343 SY 10.00$3,430$
Roadway Grading 57 CY 20.00$1,140$
Structural Excavation 2,446 CY 3.00$7,338$
Unclassified Channel Excavation 13,164 CY 3.00$39,492$
Erosion Control 1 LS 6,300$6,300$
Traffic Control 1 LF 50,000$50,000$
Mobilization 1 LS 20,000$20,000$
TxDOT Parallel Wing Headwall 2 EA 66,000$132,000$
TxDOT Traffic Rail 654 LF 70.00$45,780$
Filter Fabric 771 SY 2.00$1,542$
18" Gabion Mattresses 684 SY 61.00$41,724$
Gabion Basket Toewall 309 LF 37.00$11,433$
Curlex Quickgrass Erosion Control 261 SY 3.00$783$
8"Reinforced Concrete Pavement 342 SY 35.00$11,970$
Hydromulch 1 AC 1,250$1,250$
3" Caliper Trees 22 EA 225$4,950$
Tree Removal 1 LS 8,500$8,500$
Traffic Buttons and Striping 1 LS 3,500$3,500$
Construction Cost Subtotal:511,132$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:511,132$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%51,100$
Project Cost TOTAL:562,232$
Notes:
This project consisted of the construction of four (4) -
10'x10' Reinforced Concrete Box (RCB) culverts under
Paige Road. Construction was completed on this project
in 2004.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
Approximately 300' South
of Cougar Alley
245
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.11
Name:Memorial Drive
Limits:At Worley Drive
Improvement Type:Structural
Size:3 - 7'x6' RCB's
Status:Constructed
Cost Source:B
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
7'x6' Reinforced Concrete Box 160 LF 661.50$105,840$
Sloped Headwalls 2 EA 21,000.00$42,000$
Construction Staking 1 LS 2,290.00$2,290$
Silt Fence 795 LF 1.75$1,391$
Channel Excavation 500 CY 8.66$4,330$
Sheeting, Shoring, and Bracing 207 LF 1.05$217$
Construction Cost Subtotal:156,068$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 156,068$
Engineering/Survey Fees:Percent of Construction Cost (+/-):10%15,600$
Project Cost TOTAL:171,668$
Notes:
1. Cost for Construction Staking and Silt Fence are one-third of total costs shown on Cost Source B.
2. Cost for Sheeting, Shoring, and Benching is 50% of total cost shown on Cost Source B.
3. Cost for Channel Excavation calculated using 500 CY of Channel Excavation from total shown on Cost
Source B.
4. Items 1, 2, 4 through 8, and 14 through 16 from Cost Source B not included with Project 12.
This project consisted of the construction of three
(3) 7'x6' Reinforced Concrete Box culverts
immediately west of the intersection of Memorial
Drive with Worley Drive.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
246
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.12
Name:Memorial Drive
Limits:
Improvement Type:Structural
Size:4 - 9'x6' RCB's
Status:Constructed
Cost Source:B
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
9'x6' Reinforced Concrete Box Culverts 136 LF 976.50$132,804$
Sloped Headwalls 2 EA 26,250.00$52,500$
Construction Staking 1 LS 2,289.00$2,289$
Silt Fence 793 LF 1.75$1,388$
Channel Excavation 500 CY 8.66$4,330$
Sheeting, Shoring, and Bracing 207 LF 1.05$217$
Construction Cost Subtotal:193,528$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 193,528$
Engineering/Survey Fees:Percent of Construction Cost (+/-):10%19,400$
Project Cost TOTAL:212,928$
Notes:
1. Cost for Construction Staking and Silt Fence are one-third of total costs shown on Cost Source B.
2. Cost for Sheeting, Shoring, and Benching is 50% of total cost shown on Cost Source B.
3. Cost for Channel Excavation calculated using 500 CY of Channel Excavation from total shown on Cost
Source B.
4. Items 1, 2, 4 through 8, and 14 through 16 from Cost Source B not included with Project 13.
Approximately 1000' East of
Paige Road
This project consisted of the construction of four
(4) 9'x6' Reinforced Concrete Box culverts located
approximately 1000 feet east of the intersection of
Memorial Drive and Paige Road. Construction of
this improvement has not been completed.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
247
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:7/6/2010
Final Construction Cost
Project Information:Description:Project No.13
Name:Memorial Drive
Limits:
Improvement Type:Structural
Size:2 - 8'x5' RCB's
Status:Constructed
Cost Source:D
.
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
Metal Beam Guard Fence 75 LF 25$1,875$
SGT Railing End Section 1 EA 2,300$2,300$
TAS Railing End Section 1 EA 500$500$
2 - 8' x 5' RCB's 101 LF 475$47,975$
Parallel Wingwall 1 LS 11,000$11,000$
Flared Wingwall 1 LS 5,000$5,000$
Grouted Rock Rip Rap 125 SY 65$8,125$
Erosion Control 1 LS 1,160$1,160$
Construction Cost Subtotal:73,260$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 73,260$
Engineering/Survey Fees:Percent of Construction Cost (+/-):10%7,300$
Project Cost TOTAL:80,560$
Notes:
1. Cost for Metal Beam Guard Fence is one-third of total cost shown on Cost Source D.
2. Costs for SGT and TAS Railings are one-third of total cost shown on Cost Source D.
3. Cost for Erosion Control is one-third of total cost shown on Cost Source D.
4. Cost for Grouted Rock Rip Rap is one-third of total cost shown on Cost Source D.
5. Cost for 8'x5' RCB's are 50% of the total cost shown on Cost Source D.
6. Items shown on Cost Source D not included in Projects 11 and 14 through 16 apply to
associated paving improvements and cannot be included in drainage impact fee
calculations.
This project consisted of construction of two (2)
8'x5' Reinforced Concrete Box (RCB) culverts on
Memorial Drive approximately 100' East of Blair
Oaks Drive. Construction of the project was
completed in 2004.
Approximately 100' East of Blair
Oaks Drive
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
248
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:8/18/2025
Project Cost Projection
Project Information:Description:Project No.14
Name:
Limits:NWC of Paige Road and SH 121
Improvement Type:Structural
Size:4 - 8'x4' RCB's
Status:Not Constructed
Cost Source:Projected
Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
8' x4' RCB 2,970 LF 600$1,782,000$
Remove Existing Concrete Pavement 2,500 SY 18$45,000$
Grading and Subgrade Preparation 400 CY 50$20,000$
Structural Excavation and Soil Export/Haul off 4,200 CY 60$252,000$
Remove and Replace with CIP Junction Box 1 LS 400,000$400,000$
Remove and Replace Flared Wingwall 1 EA 300,000$300,000$
Place Reinforced Conc. Pvmt + Flex Base 2,500 SY 80$200,000$
Grouted Rip Rap at Headwall 140 CY 320$44,800$
Construction Cost Subtotal:3,043,800$
Major Construction Component Allowances:
No.Item Description Notes Allowance Item Cost
Mobilization +/-10%304,400$
Traffic Control +/-10%304,400$
Erosion Control +/-5%152,200$
Utility Relocation +/-15%456,600$
Allowance Subtotal:1,217,600$
Construction and Allowance Subtotal:4,261,400$
Construction Contingency (+/-):15%639,200$
Construction Cost TOTAL:4,900,600$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 4,900,600$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%490,100$
Project Cost TOTAL:5,390,700$
This project consists of replacing the existing 8'x'4
Reinforced Concrete Box culvert under the Paige/121
Addition (Chevron Station) with four (4) 8'x4' RCBs. The
crossing at SH 121 will be constructed by TxDOT, while
improvements downstream shall be constructed in
future phases of development by the City of The Colony.
Paige/121 Addition -- Chevron,
USA
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are
based on the information known to Engineer at this time and represent only the Engineer's judgment as a design
professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or
actual construction costs will not vary from its opinions of probable costs.
249
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:8/18/2025
Project Cost Projection
Project Information:Description:Project No.15
Name:
Limits:Upstream of Blair Oaks Drive
Improvement Type:Structural
Size:Varies
Status:Not Constructed
Cost Source:Projected
Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
Blair Oaks Drive Structure 1 LS 225,000$225,000$
Construction Cost Subtotal:225,000$
Major Construction Component Allowances:
No.Item Description Notes Allowance Item Cost
Mobilization +/-20%45,000$
Erosion Control +/-5%11,300$
Traffic Control +/-5%11,300$
Utility Relocation +/-10%22,500$
Allowance Subtotal:90,100$
Construction and Allowance Subtotal:315,100$
Construction Contingency (+/-):15%47,300$
Construction Cost TOTAL:362,400$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 362,400$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):20%72,500$
Project Cost TOTAL:434,900$
Detention Outfalls This project consists of the construction of flow
restrictor devices upstream of Blair Oaks Drive and
along Office Creek to take advantage of available
volume in the channel for detention.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
250
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:8/18/2025
Project Cost Projection
Project Information:Description:Project No.16
Name:
Limits:
Improvement Type:Structural
Size:Varies
Status:Not Constructed
Cost Source:Projected
Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
Paige Road Structure Upgrade 1 LS 115,000$115,000$
Construction Cost Subtotal:115,000$
Major Construction Component Allowances:
No.Item Description Notes Allowance Item Cost
Mobilization +/-20%23,000$
Erosion Control +/-5%5,800$
Traffic Control +/-5%5,800$
Utility Relocation +/-10%11,500$
Allowance Subtotal:46,100$
Construction and Allowance Subtotal:161,100$
Construction Contingency (+/-):15%24,200$
Construction Cost TOTAL:185,300$
Project Cost Summary
Item Description Notes:Allowance Item Cost
Construction:N/A 185,300$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):20%37,100$
Project Cost TOTAL:222,400$
Paige Road This project consists of upgrading an inline
stepped weir at the intersection of Office Creek and
Paige Road for low flow events.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of
determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein
are based on the information known to Engineer at this time and represent only the Engineer's judgment as a
design professional familiar with the construction industry. The Engineer cannot and does not guarantee that
proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
At Office Creek Crossing
251
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:8/25/2025
Project Cost Projection
Project Information:Description:Project No.17
Name:
Limits:
Improvement Type:Structural
Size:3 - 7'x6' RCB's
Status:Constructed
Cost Source:G
Construction Cost Projection
No.Item Description Quantity Unit Unit Price Item Cost
IA-1 Construction Staking 1 EA 2,500$2,500$
IA-2 Mobilization & General Site Preparation 2 STA 3,755$7,510$
IA-3 Trench Safety for Storm Drain Lines 110 LF 5$550$
IA-6 Stabilized Construction Entrance 1 EA 2,500$2,500$
IA-8 Solid Sod 6,020 SY 9.20$55,384$
IA-9 Rock Check Dam 40 LF 67$2,680$
IA-10 Hydromulch Seeding 9,784 SY 4.70$45,985$
IA-11 Soil Retention Blanket 7,403 SY 1.20$8,884$
IA-16 Remove Existing Headwall 1 EA 1,600$1,600$
IA-19 Removal and Disposal of Unsuitable Material; Replace 100 CY 83$8,300$
IA-30 3 - 7' x 6' RCB 110 LF 1,120$123,200$
IA-32 Concrete Headwall w/ Flared Wings for 3 - 7' x 6' RCBs 1 EA 41,200$41,200$
IA-33 24" Grouted Rip Rap 271 CY 130$35,230$
Construction Cost Subtotal:335,523$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:335,523$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%33,600$
Project Cost TOTAL:369,123$
Notes:
1. Cost for Construction Staking is 20% of total costs shown on Cost Source G.
2. Cost for Mobilization & Site Preparation includes 2 of the 17 stations shown on Cost Source G.
3. Cost for trench safety for storm drain pipe is calculated using 110 LF.
Memorial Drive This project consisted of the construction of 3-
7'x6' Reinforced Concrete Box (RCB) culverts at
the intersection of Office Creek and Memorial
Drive to serve the Memorial Drive Expansion.
At Office Creek Crossing
252
City of The Colony Kimley-Horn and Associates, Inc.
2025 Office Creek Drainage Impact Fee Update Updated:8/18/2025
Final Construction Cost
Project Information:Description:Project No.18
Name:
Limits:
Improvement Type:Structural
Size:1 - 10'x10' RCB
Status:Constructed
Cost Source:F
Final Construction Cost
No.Item Description Quantity Unit Unit Price Item Cost
IA-01 Construction Staking 1 EA 6,400$6,400$
IA-02 Mobilization & General Site Preparation 1 EA 30,000$30,000$
IA-03 Trench Safety for Storm Drain Lines 84 LF 1.50$126$
IA-13 Sawcut and Remove EX. Conc Pvmt.9,767 SF 0.80$7,814$
IA-15 Remove Existing Headwall 2 EA 1,545$3,090$
IA-16 Remove Existing Storm Drainage Pipe 225 LF 21$4,759$
IA-19 Channel Excavation 805 CY 20$16,100$
IA-32 10' x 10' RCB 84 LF 1,115$93,660$
IA-36 Parallel Headwall PW-1 2 EA 50,000$100,000$
IA-37 Remove Existing Metal Beam Guard Fence 200 LF 17$3,400$
IA-39 24" Grouted Rip Rap 491 CY 78$38,298$
Construction Cost Subtotal:303,647$
Total Project Cost Summary
Item Description Notes:Item Cost
Construction:303,647$
Engineering/Surveying Fees:Percent of Construction Cost (+/-):10%30,400$
Project Cost TOTAL:334,047$
Notes:
1. Cost for Construction Staking, Mobilization & Site Preparation are one-third of total costs shown on Cost Source F.
2. Cost for trench safety for storm drain pipe is calculated using 84 LF from Feb. 2019 record drawings.
3. Cost for sawcut and remove existing concrete pavement is calculated using 9,767 SF from Feb. 2019 record drawings.
4.Cost for removal of existing storm drainage pipe is calculated using 225 LF from Feb. 2019 record drawings.
5.Cost for removal of existing metal beam guard fence is calculated using 200 LF from Feb. 2019 record drawings.
At Office Creek Crossing
Blair Oaks Drive This project consisted of replacing the existing 2 -
84" CMPs and existing headwalls with 1 - 10' x 10'
RCB and installing parallel headwalls.
253
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
C. Hydrologic Modeling Parameters
254
2897 1542 145 945
6 6 6 6
OC01 31.4 0.0491 62 31.4 0.0491 70 8.0 4.3 0.4 2.6
OC02 68.5 0.1070 49 68.5 0.1070 64
OC03 22.7 0.0354 35 22.7 0.0354 51
OC04 13.4 0.0209 76 13.4 0.0209 76
OC05 41.9 0.0654 61 41.9 0.0654 61
OC06A 33.1 0.0517 67 33.1 0.0517 67
OC06B 51.4 0.0804 84 51.4 0.0804 84
OC07 45.8 0.0715 97 45.8 0.0715 97
OC08 63.7 0.0995 41 63.7 0.0995 78
OC09 65.3 0.1020 60 65.3 0.1020 61
OC10 11.9 0.0186 43 11.9 0.0186 43
OC11 11.9 0.0185 65 11.9 0.0185 65
OC12 34.4 0.0537 63 34.4 0.0537 63
OC13 8.3 0.0130 37 8.3 0.0130 37
OC14 2.8 0.0044 85 2.8 0.0044 85
OC15 15.6 0.0244 19 15.6 0.0244 19
OC16 2.6 0.0041 69 2.6 0.0041 69
OC17A 22.4 0.0350 74 22.4 0.0350 74
OC17B 79.2 0.1237 77 79.2 0.1237 79
OC19 18.8 0.0294 74 18.8 0.0294 83
OC20 31.8 0.0498 67 31.8 0.0498 67
OC21 14.6 0.0228 12 14.6 0.0228 12
OC22 10.2 0.0159 58 10.2 0.0159 68
OC23 42.8 0.0668 24 42.8 0.0668 24
OC24 34.6 0.0540 50 34.6 0.0540 60
OC25 34.7 0.0543 99 34.7 0.0543 99
OC26A 10.6 0.0166 66 10.6 0.0166 66
OC26B 14.7 0.0229 62 14.7 0.0229 62
OC27 18.8 0.0294 52 18.8 0.0294 72
OC28 29.1 0.0454 69 29.1 0.0454 72
OC29 25.2 0.0394 64 25.2 0.0394 72
OC30 39.1 0.0611 71 39.1 0.0611 71
NOTE: Similar to the City of The Colony hydrologic modeling of the Office Creek Watershed
(dated September 2016), the SCS Curve Number method was used assuming a Curve Number
of 80 along with the impervious percentages shown above for each modeled subbasin.
Lag Time=
Length (ft)=Area (mi2)V (ft/s)=
Weighted Percent Impervious
Reach R-OC06A Reach R-OC17A
Reach Information
DA Area (AC)Area (mi2)
2035 (Fully Built Out) Conditions2025 (Existing) Conditions
Area (AC)Percent
Impervious (%)
Percent
Impervious (%)
Lag Time=Lag Time=
Length (ft)=
V (ft/s)=
Reach R-OC17B
Lag Time=
Length (ft)=Length (ft)=
Reach R-OC26A
V (ft/s)=V (ft/s)=
255
TIME OF CONCENTRATION & LAG TIME
TR-55 Methodology
2025 (EXISTING) CONDITIONS
SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL NOTE
REFERENCE
Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V
3.95
Basin Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Vavg*Tc3 Inlet Time Length Vavg*Tc4 TcTOTAL Tlag
(ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)(ft/s) (min)(min) (ft)(ft/s) (min) (min)0.6*Tc (min)
OC01 6.0 1
OC02 10.0 1
OC03 10 825 6.0 12.3 12.3 7.4 2
OC04 6.0 3
OC05 9.0 4
OC06A 10 809 6.0 12.2 12.2 7.3 5
OC06B 10 2310 6.0 16.4 16.4 9.9 6
OC07 8.0 3
OC08 100 604.5 603.5 0.010 0.15 11.6 648 603.5 591 0.0193 Unpaved 2.24 4.8 126 5.0 0.4 16.9 10.1 7
OC09 6.0 3
OC10 12.0 3
OC11 6.0 1
OC12 18.0 3
OC13 11.0 3
OC14 9.0 1
OC15 6.0 3
OC16 6.0 1
OC17A 10 827 6.0 12.3 12.3 7.4 6
OC17B 521 5.0 1.7 10 1695 6.0 14.7 16.4 9.9 8
OC19 10.0 3
OC20 7.0 3
OC21 10.0 3
OC22 100 589.5 588.9 0.006 0.15 14.3 60 588.9 588.4 0.0083 Paved 1.86 0.5 0 425 6.0 1.2 16.0 9.6 9
OC23 6.0 3
OC24 10 2402 6.0 16.7 16.7 10.0 10
OC25 6.0 3
OC26A 10 780 6.0 12.2 12.2 7.3 11
OC26B 10 1195 6.0 13.3 13.3 8.0 12
OC27 9.0 3
OC28 11.0 3
OC29 22.0 3
OC30 6.0 3
Notes:
1. Lag time unchanged from The Colony Office Creek Effective Model, Fully Developed Conditions.
2. Time of concentration based on topography and storm plan from Village at the Pointe City project number E16-0014.
3. Lag time unchanged from The Colony Office Creek Effective Model, 2010 Development Conditions.
4. Lag time updated to Fully Developed conditions (2016).
5. Storm sewer flow path based on "Grandscape Blvd. Construction Plans for Nebraska Furniture Mart of Texas Set 2 Phase 1" (Graham Associates Inc, October 2015).
6. Storm sewer flow path based on "Nebraska Furniture Mart Drive Construction Plans for Nebraska Furniture Mart of Texas Set 4" (Graham Associates Inc, August 2015).
7. Time of concentration based on topography used in the drainage area map associated with "Site Works Plans for Rooms to Go" (Cates-Clark & Associates, March 2015).
8. Storm sewer flow path based on "Engineering Site Plans for Orthofix Lot 1r, Block A, Austin Ranch West" (Spiars Engineering, May 2009) and "Austin Ranch Addition Lots 3r, 6, 7, 8, 9, & 10X Block" (Billingsley, August 2015).
9. Time of concentration updated based on 54th Street Restaurant plans dated 2018.
10. Storm sewer flow path based on "Final Plat and Construction Plans for Castle Hills - Phase 8 Section A For Denton County Fresh Water Supply District No. 1-A" (LandDesign, December 2013).
12. Storm sewer flow path based on "Construction Plans of Paving, Drainage, & Utilities for Gateway 121 Commercial Subdivision NE Corner of HWY 121 & Blair Oaks" (Carter & Burgess, April 2008).
11. Storm sewer flow path based on "Development Plans for Peter Piper Pizza SH 121 at Blair Oaks Road" (CEI Engineering Associates, July 2013), "Construction Plans of Paving, Drainage, & Utilities for Gateway 121 Commercial
Subdivision NE Corner of HWY 121 & Blair Oaks" (Carter & Burgess, April 2008), and "Construction Plans for Top Golf" (Brockette Davis and Drake, September 2013).
2-year/24-hr Rainfall Depth from City of
The Colony Engineering Design Manual (in.) =
*Assumed channel
flow velocity = 5 ft/s
*Assumed pipe
velocity = 6 ft/s
K:\DAL_Hydro\061117031 - Office Creek DIF\Hydrology\Hydrologic Parameters.xlsx 256
TIME OF CONCENTRATION & LAG TIME
TR-55 Methodology
2035 (FULLY BUILT OUT) CONDITIONS
SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL
Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V
3.95
Basin Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Vavg*Tc3 Inlet Time Length Vavg*Tc4 TcTOTAL Tlag
(ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)(ft/s) (min)(min) (ft)(ft/s) (min) (min)0.6*Tc (min)
OC01 6.0 1
OC02 10.0 1
OC03 10 825 6.0 12.3 12.3 7.4 2
OC04 6.0 1
OC05 9.0 2
OC06A 10 809 6.0 12.2 12.2 7.3 2
OC06B 10 2310 6.0 16.4 16.4 9.9 2
OC07 8.0 1
OC08 126 5.0 0.4 10 448 6.0 11.2 11.7 7.0 3
OC09 6.0 1
OC10 6.0 1
OC11 6.0 1
OC12 18.0 1
OC13 6.0 1
OC14 9.0 1
OC15 6.0 1
OC16 6.0 1
OC17A 10 827 6.0 12.3 12.3 7.4 2
OC17B 521 5.0 1.7 10 1695 6.0 14.7 16.4 9.9 2
OC19 6.0 1
OC20 7.0 1
OC21 6.0 1
OC22 9.6 2
OC23 6.0 1
OC24 10 2402 6.0 16.7 16.7 10.0 2
OC25 6.0 1
OC26A 10 780 6.0 12.2 12.2 7.3 2
OC26B 10 1195 6.0 13.3 13.3 8.0 2
OC27 6.0 1
OC28 11.0 1
OC29 11.0 1
OC30 6.0 1
Notes:
1. Lag time unchanged from The Colony Office Creek Effective Model, Fully Developed Conditions.
2. Lag time unchanged from 2025 Existing Conditions.
3. Assumed future pipe flow length is 300' less than the 2016 (Existing) condition sheet and shallow flow path lengths.
NOTE
REFERENCE
2-year/24-hr Rainfall Depth from City of
The Colony Engineering Design Manual (in.) =
*Assumed channel
flow velocity = 5 ft/s
*Assumed pipe
velocity = 6 ft/s
K:\DAL_Hydro\061117031 - Office Creek DIF\Hydrology\Hydrologic Parameters.xlsx 257
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
D. Hydrologic Modeling Output
258
Hydrologic Element Drainage Area (sq mi) Peak Discharge (cfs)Hydrologic Element Drainage Area (sq mi) Peak Discharge (cfs)
Junction-1 0.1561 677.7 Junction-1 0.1561 691.2
Junction-10 1.3108 5425.0 Junction-10 1.3108 5565.0
Junction-11 1.3856 5741.2 Junction-11 1.3856 5891.8
Junction-12 1.4861 6117.8 Junction-12 1.4861 6343.5
Junction-13 0.2036 784.1 Junction-13 0.2036 784.1
Junction-14 0.3031 1200.0 Junction-14 0.3031 1263.4
Junction-15 0.0863 391.8 Junction-15 0.0863 391.8
Junction-16 0.1881 727.1 Junction-16 0.1881 718.3
Junction-16B 0.1587 600.7 Junction-16B 0.1587 602.3
Junction-17 0.2464 976.0 Junction-17 0.2464 975.0
Junction-18 0.1083 498.9 Junction-18 0.1083 502.5
Junction-19 0.1249 546.3 Junction-19 0.1249 550.0
Junction-2 0.1561 677.7 Junction-2 0.1561 691.2
Junction-4 0.1915 837.1 Junction-4 0.1915 854.4
Junction-5 0.5809 2422.5 Junction-5 0.5809 2509.6
Junction-6 0.5994 2509.3 Junction-6 0.5994 2596.4
Junction-6.5 0.7200 3053.8 Junction-6.5 0.7200 3164.4
Junction-7 0.7737 3201.2 Junction-7 0.7737 3304.2
Junction-7.5 0.8111 3359.0 Junction-7.5 0.8111 3473.4
Junction-8 1.0575 4318.6 Junction-8 1.0575 4444.5
Junction-9 1.0962 4477.2 Junction-9 1.0962 4613.6
OC01 0.0491 244.8 OC01 0.0491 247.7
OC02 0.1070 454.7 OC02 0.1070 465.1
OC03 0.0354 159.9 OC03 0.0354 164.1
OC04 0.0209 106.4 OC04 0.0209 106.4
OC05 0.0654 292.3 OC05 0.0654 292.3
OC06A 0.0517 246.9 OC06A 0.0517 246.9
OC06B 0.0804 361.0 OC06B 0.0804 361.0
OC07 0.0715 348.2 OC07 0.0715 348.2
OC08 0.0995 416.3 OC08 0.0995 489.8
OC09 0.1020 507.2 OC09 0.1020 507.9
OC10 0.0186 73.8 OC10 0.0186 90.2
OC11 0.0185 92.7 OC11 0.0185 92.7
OC12 0.0537 190.4 OC12 0.0537 190.4
OC13 0.0130 52.4 OC13 0.0130 62.5
OC14 0.0044 20.4 OC14 0.0044 20.4
OC15 0.0244 114.0 OC15 0.0244 114.0
OC16 0.0041 20.7 OC16 0.0041 20.7
OC17A 0.0350 168.1 OC17A 0.0350 168.1
OC17B 0.1237 549.7 OC17B 0.1237 551.4
OC19 0.0294 129.7 OC19 0.0294 151.1
OC20 0.0498 241.2 OC20 0.0498 241.2
OC21 0.0228 91.4 OC21 0.0228 105.4
OC22 0.0159 69.2 OC22 0.0159 70.2
OC23 0.0668 314.6 OC23 0.0668 314.6
OC24 0.0540 229.8 OC24 0.0540 233.3
OC25 0.0543 285.4 OC25 0.0543 285.4
OC26A 0.0166 79.1 OC26A 0.0166 79.1
OC26B 0.0229 106.0 OC26B 0.0229 106.0
OC27 0.0294 129.6 OC27 0.0294 148.8
OC28 0.0454 192.6 OC28 0.0454 193.5
OC29 0.0394 128.9 OC29 0.0394 167.9
OC30 0.0611 308.7 OC30 0.0611 308.7
P-OC06A 0.0517 163.6 P-OC06A 0.0517 163.6
P-OC17A 0.0350 73.5 P-OC17A 0.0350 73.5
P-OC26A 0.0166 60.3 P-OC26A 0.0166 60.3
R-OC06A 0.0517 163.6 R-OC06A 0.0517 163.6
R-OC17A 0.0350 73.5 R-OC17A 0.0350 73.5
R-OC17B 0.1587 600.7 R-OC17B 0.1587 602.3
R-OC26A 0.0166 60.3 R-OC26A 0.0166 60.3
2035 (Fully Built Out) Conditions Hydrologic Model Output
100-Year Event
2025 (Existing) Conditions Hydrologic Model Output
100-Year Event
259
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
E. Actual Impact Fees to be Assessed by Land Use (As
Adopted by Ordinance # ____________)
260
Office Creek Drainage Impact Fee Update
The Colony, Texas
2025
F. Digital Files
261
CITY OF THE COLONY
ORDINANCE NO. 2025-____
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AMENDING CHAPTER 8, ARTICLE II, ENTITLED
“IMPACT FEES” BY AMENDING SECTION 8-52 OF THE CODE OF
ORDINANCES, ENTITLED “DEFINITIONS” BY REDEFINING THE
TERM “OFFICE CREEK DRAINAGE CAPITAL IMPROVEMENTS
PLAN”; AMENDING CHAPTER 8, SECTION 8-64 (B) OF THE CODE OF
ORDINANCES, ENTITLED “OFFICE CREEK DRAINAGE IMPACT
FEES” BY UPDATING THE OFFICE CREEK DRAINAGE IMPACT FEES
FOR DRAINAGE FACILITIES BASED UPON AN AMENDED LAND USE
ASSUMPTIONS, AND CAPITAL IMPROVEMENTS PLAN; PROVIDING
A SEVERABILITY CLAUSE; PROVIDING A REPEALER CLAUSE; AND
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Chapter 395 of the Texas Local Government Code authorizes the imposition
and collection of drainage impact fees for eligible capital improvements and facilities; and
WHEREAS, the City of The Colony, Texas, has previously adopted land use assumptions,
capital improvements plan for drainage impact fees; and
WHEREAS, Section 395.052 of the Texas Local Government Code requires the City of
The Colony, Texas, to conduct a periodic update of the land use assumptions and capital
improvements plan; and
WHEREAS, the City of The Colony (hereinafter referred to as the “City”) contracted with
Kimley Horn and Associates, Inc., to perform an Office Creek Drainage Impact Fee Update, a
copy of which is attached hereto and incorporated herein as Exhibit A, as amended, which is
attached hereto and incorporated herein for all purposes; and
WHEREAS, in accordance with Chapter 395 of the Texas Local Government Code, as
amended, notices have been published, public hearings have been held and the written
recommendations received concerning land use assumptions and drainage impact fees, which is
identical to the capital improvements plan prepared by a qualified professional engineer; and
WHEREAS, the City Council finds that it is in the best interest of the citizens of the City
to adopt such land use assumptions and drainage impact fees established herein.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS:
SECTION 1. That the findings set forth above are found to be true and correct and are
hereby incorporated into the body of this Ordinance for all purposes as if fully set forth herein.
262
SECTION 2. That Chapter 8, Section 8-52 of the Code of Ordinances of the City of The
Colony, Texas, entitled “Definitions,” is hereby amended as follows:
“Sec. 8-52. Definitions.
. . .
Office Creek Drainage Capital Improvements Plan means a plan contemplated by this article that
identifies Office Creek Drainage Capital Improvements or facility expansions for which storm
water, drainage, and flood control impact fees may be assessed. The said plan is dated September
2025, and entitled “Office Creek Drainage Impact Fee Update,” as prepared by Kimley-Horn and
Associates, Inc., and on file in the office of the city secretary.
. . .
SECTION 3. That Chapter 8, Section 8-64 of the Code of Ordinances of the City of The
Colony, Texas, entitled “Amount of impact fees,” is hereby amended by adding a new subsection
(c), entitled “Office Creek Drainage Impact Fees” which shall read as follows:
“(c) Office Creek drainage impact fees.
(1) The land use assumptions (“LUA”) and the Office Creek drainage impact fee update,
which is identical to the capital improvements plan (“CIP”), prepared by Kimley Horn and
Associates, Inc., dated September 2025, which is attached hereto and incorporated herein for all
purposes as Exhibit A, together with all its amendments, exhibits and appendices, are hereby
approved. Exhibit A is not set out herein but is on file and shall be maintained in the office of the
city secretary and available for inspection. The LUA and drainage impact fee established herein
shall be reviewed and updated at least every five (5) years.
(2) Schedule of Office Creek drainage impact fees:
(A) The fees established in this section are based on the calculation of the inventory of
lots and tracts, having taken into consideration the size and impervious area on the
benefited property. The city establishes the following rates:
Residential unit:
Each residential single-family unit, town home,
duplex, or manufactured home: $154.87 per service unit
(B) There is hereby established an equivalency unit (hereinafter "ERU") for non-
residential property which is based on an average impervious area of 3,406 square feet per
single-family residential unit, which is as follows:
263
Non-residential unit:
Each multi-family or non-residential unit: $154.87 per ERU:
An ERU is an equivalent residential unit and is equal to 3,406 square feet of
impervious area.”
SECTION 4. An Office Creek drainage impact fee, as provided in Exhibit A and as
authorized by Chapter 395 of the Texas Local Government Code, as amended, is hereby imposed.
The maximum amount of the drainage impact fee that could be assessed within the Service Area
will be determined as provided in Exhibit A. The actual amount of impact fees assessed within the
service area will be determined as provided by in Exhibit A.
SECTION 5. The methodology for drainage impact fees, including the service area,
service units, cost per service unit, and service unit calculation shall be provided in Chapter III of
Exhibit A.
SECTION 6. Drainage impact fee calculations, which shall include maximum assessable
impact fee per service unit, plan for awarding the drainage impact fee credit shall be as provided
in Chapter IV of Exhibit A, as amended.
SECTION 7. This section is adopted pursuant to Chapter 395 of the Texas Local Government
Code, as amended. The provisions of this section shall not be construed to limit the power of the City
to utilize other methods authorized under State law or pursuant to other City powers to accomplish
the purposes set forth herein, either in substitution or in conjunction with this section. Guidelines may
be developed by City Council resolution or otherwise to implement and administer this section.
SECTION 8. It is hereby declared to be the intention of the City Council that the words,
phrases, clauses, sentences, paragraphs and sections of this Ordinance are severable, and if any word,
phrase, clause, sentence, paragraph or section of this Ordinance shall be declared unconstitutional
by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall
not affect any of the remaining words, phrases, clauses, sentences, paragraphs and sections of this
Ordinance, since the same would have been enacted by the City Council without the incorporation of
this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph or section.
SECTION 9. Any provision of any prior ordinance of the City, whether codified or
uncodified, which is in conflict with any provision of this Ordinance, is hereby repealed to the extent
of the conflict, but all other provisions of the ordinances of the City, whether codified or uncodified,
which are not in conflict with the provisions of this Ordinance shall remain in full force and effect.
SECTION 10. This Ordinance shall become effective immediately from and after its
passage and publication as required by law.
264
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY,
TEXAS, THIS 16th DAY OF DECEMBER 2025.
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
Jeff L. Moore, City Attorney
265
Exhibit A
Office Creek Drainage Impact Fee Update
266
CITY OF THE COLONY
ORDINANCE NO. 2025-____
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, AMENDING CHAPTER 8, SECTION 8-52 OF THE
CODE OF ORDINANCES, ENTITLED “DEFINITIONS” BY REDEFINING
THE TERM “CAPITAL IMPROVEMENT PLAN”; AMENDING
CHAPTER 8, SECTION 8-64(B) OF THE CODE OF ORDINANCES,
ENTITLED “ROADWAY IMPACT FEE,” BY UPDATING THE
ROADWAY IMPACT FEES FOR ROADWAY FACILITIES BASED UPON
AN AMENDED LAND USE ASSUMPTIONS, AND CAPITAL
IMPROVEMENTS PLAN; PROVIDING A SEVERABILITY CLAUSE;
PROVIDING A REPEALER CLAUSE; AND PROVIDING FOR SAID
ORDINANCE TO TAKE IMMEDIATE EFFECT.
WHEREAS, Chapter 395 of the Texas Local Government Code authorizes the imposition
and collection of roadway facilities impact fees for eligible capital improvements and facilities;
and
WHEREAS, the City of The Colony, Texas (hereinafter referred to as the “City”), has
previously adopted land use assumptions, capital improvements plan for roadway facilities impact
fees; and
WHEREAS, Section 395.052 of the Texas Local Government Code requires the City to
conduct a periodic update of the land use assumptions and capital improvements plan; and
WHEREAS, the City contracted with Kimley Horn and Associates, Inc., to perform a
Roadway Impact Fee Update, a copy of which is attached hereto and incorporated herein as Exhibit
A, as amended, which is attached hereto and incorporated herein for all purposes; and
WHEREAS, in accordance with Chapter 395 of the Texas Local Government Code, as
amended, notices have been published, public hearings have been held and the written
recommendations received concerning land use assumptions and Roadway Impact Fees, which is
identical to the capital improvements plan prepared by a qualified professional engineer; and
WHEREAS, the City Council finds that it is in the best interest of the citizens of the City
to adopt such land use assumptions and roadway impact fees established herein.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF THE COLONY, TEXAS:
SECTION 1. That the findings set forth above are found to be true and correct and are
hereby incorporated into the body of this Ordinance for all purposes as if fully set forth herein.
SECTION 2. That Chapter 8 of the Code of Ordinances be, and the same is, hereby
267
amended by amending Section 8-52, entitled “Definitions” to read as follows:
“Sec. 8-52. Definitions.
. . . .
Capital improvements plan means a plan contemplated by this article that identifies capital
improvements or facility expansions for which impact fees may be assessed. The said plan is dated
September 2025 and entitled “Roadway Impact Fee Update”, as prepared by Kimley-Horn and
Associates, Inc. and on file in the office of the city secretary.
. . . .
SECTION 3. That Chapter 8 of the Code of Ordinances be, and the same is, hereby
amended by amending Section 8-64(b), entitled “Roadway Impact Fees” to read as follows:
“(b) Roadway impact fees.
(1) The land use assumptions (“LUA”) and the roadway impact fee update, which is identical
to the capital improvements plan (“CIP”), prepared by Kimley Horn and Associates, Inc., dated
September 2025 and entitled “City of The Colony Roadway Impact Fee Update”, which is attached
hereto and incorporated herein for all purposes as Exhibit A, together with all its amendments,
exhibits and appendices, are hereby approved. Exhibit A is not set out herein but is on file and
shall be maintained in the office of the city secretary and available for inspection. The LUA and
roadway impact fee established herein shall be reviewed and updated at least every five (5) years.
(2) The roadway impact fee contained in Table 8 to be charged is attached hereto and
incorporated herein for all purposes.
SECTION 4. The methodology for roadway impact fees, including the service area,
service units, cost per service unit, and service unit calculation shall be provided in Chapter III of
Exhibit A.
SECTION 5. Impact fee calculations, which shall include maximum assessable impact fee
per service unit, plan for awarding the roadway impact fee credit, and service unit demand per unit
of Development shall be as provided in Table 9 of the referenced report.
268
SECTION 6. Any construction of, contributions to, or dedications of off-site roadway
facilities agreed to or required by the City as a condition of development approval shall be credited
against roadway facilities impact fees otherwise due from the development.
SECTION 7. A record must be made and kept of the public hearings conducted as provided
by this chapter and maintained and made available for public inspection for at least ten
(10) years after the date of the hearing.
SECTION 8. This section is adopted pursuant to Chapter 395 of the Texas Local Government
Code, as amended. The provisions of this section shall not be construed to limit the power of the City
to utilize other methods authorized under State law or pursuant to other City powers to accomplish
the purposes set forth herein, either in substitution or in conjunction with this section. Guidelines may
be developed by City Council resolution or otherwise to implement and administer this section.
SECTION 9. The provisions of this section apply to all new development within the
corporate boundaries of the City.
SECTION 10. No application for new development shall be approved within the City
without assessment of an impact fee pursuant to this article, and no building permit shall be issued
unless the applicant has paid the roadway facilities impact fee imposed by and calculated hereunder.
SECTION 11. Following the lapse or expiration of approval for a plat, a new assessment
shall occur at the time of final approval of a new plat.
SECTION 12. An application for an amending plat made pursuant to Section 212.016 of the
Texas Local Government Code, as amended, and the Subdivision Regulations, is not subject to
reassessment for an impact fee.
SECTION 13. It is hereby declared to be the intention of the City Council that the words,
phrases, clauses, sentences, paragraphs and sections of this Ordinance are severable, and if any word,
phrase, clause, sentence, paragraph or section of this Ordinance shall be declared unconstitutional
by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall
not affect any of the remaining words, phrases, clauses, sentences, paragraphs and sections of this
Ordinance, since the same would have been enacted by the City Council without the incorporation of
this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph or section.
SECTION 14. Any provision of any prior ordinance of the City, whether codified or
uncodified, which is in conflict with any provision of this Ordinance, is hereby repealed to the extent
of the conflict, but all other provisions of the ordinances of the City, whether codified or uncodified,
which are not in conflict with the provisions of this Ordinance shall remain in full force and effect.
SECTION 15. This Ordinance shall become effective immediately from and after its
passage and publication as required by law.
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PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF THE
COLONY, TEXAS, THIS 16th DAY OF DECEMBER 2025.
Richard Boyer, Mayor
City of The Colony, Texas
ATTEST:
Tina Stewart, TRMC, CMC, City Secretary
APPROVED AS TO FORM:
Jeff L. Moore, City Attorney
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Exhibit A
Roadway Impact Fee
Report
271
Exhibit B
Roadway Impact Fee
272
Agenda Item No: 5.2
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Discussion
Agenda Section: regular agenda items
Suggested Action:
Discuss and consider approving the City Council meeting schedule for 2026. (Council)
Background:
Attachments:
Council Meeting Dates - Schedule 2026 DRAFT.doc
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2026 City Council Meeting Dates
City of The Colony Council meetings are normally the 1st and 3rd Tuesdays of each month.
January 6
January 20
February 3
February 17
March 4 (Wed due to Primary Election May 3rd)
(LISD Spring Break March 16-20)
March 17
April 7
April 21
May 5
May 19
June 2
June 16
July 7
July 21
August 4
August 18
September 1
September 15
October 7 (Wed due to National Night Out Oct. 6th)
October 20
November 4 (Wed due to Election Day Nov. 3rd)
November 17
December 1
December 15
This schedule is subject to change. Confirmation of dates is recommended during months with
holidays.
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Agenda Item No: 5.3
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Discussion
Agenda Section: regular agenda items
Suggested Action:
Discuss and elect Mayor Pro Tem and Deputy Mayor Pro Tem according to the Code of Ordinances,
Chapter 2, Section 2-4 (b). (Council)
Background:
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Agenda Item No: 6.1
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Discussion
Agenda Section: executive session
Suggested Action:
A. Council shall convene into a closed executive session pursuant to Sections 551.072 and 551.087 of
the Texas Government Code to deliberate regarding purchase, exchange, lease or value of real property
and commercial or financial information the city has received from a business prospect(s), and to
deliberate the offer of a financial or other incentive to a business prospect(s).
Background:
276
Agenda Item No: 7.1
CITY COUNCIL Agenda Item Report
Meeting Date: December 16, 2025
Submitted By: Ana Alvarado
Submitting Department: City Secretary
Item Type: Discussion
Agenda Section: executive session action
Suggested Action:
A. Any action as a result of executive session regarding purchase, exchange, lease or value of real
property and commercial or financial information the city has received from a business prospect(s), and
the offer of a financial or other incentive to a business prospect(s).
Background:
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