8209 - Amendment 1 Executed
Docusign City Council Transmittal Coversheet
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Purchasing Contact
City Council Target Date
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Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Christina Dormady
Not Applicable
Airport Engineering Services - Amendment 1
8209RFQ
FEBRUARY 18, 2025
N/A
25-284
FIRST AMENDMENT TO CONTRACT
BY AND BETWEEN THE CITY OF DENTON, TEXAS
AND GRAVER, LLC
PSA 8209
THE STATE OF TEXAS §
COUNTY OF DENTON §
THIS FIRST AMENDMENT TO CONTRACT 8209 (“Amendment”) by and
between the City of Denton, Texas (“City”) and Garver, LLC (“Engineer”); to that certain
contract executed on August 28, 2023, in the original not-to-exceed amount of $15,000
(the “Agreement”); for services related to Airport Engineering Services.
WHEREAS, the City deems it necessary to further expand the services provided by
Engineer to the City pursuant to the terms of the Agreement, and to provide an additional
not-to-exceed amount $70,000 with this Amendment for an aggregate not-to-exceed
amount of $85,000; and
FURTHERMORE, the City deems it necessary to further expand the goods/services
provided by Engineer to the City;
NOW THEREFORE, the City and Engineer (hereafter collectively referred to as the
“Parties”), in consideration of their mutual promises and covenants, as well as for other
good and valuable considerations, do hereby AGREE to the following Amendment, which
amends the following terms and conditions of the said Agreement, to wit:
1. The additional services described in Exhibit “A” of this Amendment, attached
hereto and incorporated herein for all purposes, for professional services related to
Drainage Study, are hereby authorized to be performed by Engineer. For and in
consideration of the additional services to be performed by Engineer, the City
agrees to pay, based on the cost estimate detail attached as Exhibit “A”, a total fee,
including reimbursement for non-labor expenses an amount not to exceed $70,000.
2. This Amendment modifies the Agreement amount to provide an additional $70,000
for the additional services with a revised aggregate not to exceed total of $85,000.
The Parties hereto agree, that except as specifically provided for by this Amendment, that
all of the terms, covenants, conditions, agreements, rights, responsibilities, and obligations
of the Parties, set forth in the Agreement remain in full force and effect.
IN WITNESS WHEREOF, the City and the Engineer, have each executed this
Amendment electronically, by and through their respective duly authorized representatives
and officers on this date _________________________.
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
2/19/2025
CONTRACTOR
BY: ______________________________
AUTHORIZED SIGNATURE
Printed Name:________________________
Title: _______________________________
PHONE NUMBER
_________________________________
EMAIL ADDRESS
___________________________________
TEXAS ETHICS COMMISSION
CERTIFICATE NUMBER
ATTEST: CITY OF DENTON, TEXAS
LAUREN THODEN, CITY SECRETARY
BY: __________________________________ BY: _____________________________
SARA HENSLEY
CITY MANAGER
APPROVED AS TO LEGAL FORM:
MACK REINWAND, CITY ATTORNEY
BY: _______________________________
THIS CONTRACT HAS BEEN
BOTH REVIEWED AND APPROVED
as to financial and operational obligations
and business terms.
_______________ ________________
SIGNATURE PRINTED NAME
__________________________________
TITLE
__________________________________
DEPARTMENT
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
MRMcAnally@GarverUSA.com
Mitchell McAnally
2025-1258741
Vice President
214-619-9023Ryan Adams
Director of Airport
Airport
3000 Internet Blvd
Suite 400
Frisco, TX 75034
TEL 972.377.7480
FAX 972.377.8380
www.GarverUSA.com
Attachments: Exhibit A – Scope of Services
Exhibit B – Garver Fee Spreadsheet
Exhibit C – Area of Study
December 20, 2024
Ryan Adams
Airport Director
Denton Enterprise Airport (DTO)
5000 Airport Road
Denton, TX 76207
Re: Denton Enterprise Airport (DTO)
DTO Drainage Study
Professional Services Proposal (Revision 1)
Dear Mr. Adams,
Garver is pleased to submit this proposal to provide professional services relating to the improvements listed in
“Exhibit A - Scope of Services” for the referenced project.
COMPENSATION
For the DTO Drainage Study, the not-to-exceed fee of $70,000.00 is based upon the scope of services provided
in Exhibit A. A detailed breakdown of the proposed fee for the engineering services is included in Exhibit B. The
area of study can be found within Exhibit C.
FEE AMOUNT FEE TYPE
Title I Services
Drainage Study $70,000.00 LUMP SUM
Subtotal (Title I Services) $ 70,000.00
Total $70,000.00
Garver is pleased to have this opportunity to submit this proposal, and we look forward to working with you on
this project. If you have any questions or would like any additional information, please feel free to call me at 214-
619-9023.
Sincerely,
GARVER
Mitchell McAnally, PMP, PE
Senior Project Manager
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Exhibit A – Scope of Services
DTO Drainage Study Garver Project No. 23A11290
EXHIBIT A
(SCOPE OF SERVICES)
Generally, the Scope of Services includes the following professional services for the Drainage Study at
the Denton Enterprise Airport (DTO) with the study limits shown on the attached exhibit and stated in
Section 2.4. The Drainage Study will be conducted as shown in the attached Exhibit C.
· Project Administration
· Drainage Study
1. PROJECT ADMINISTRATION
1.1. Garver will serve as the Owner’s representative for the project and furnish consultation and
advice to the Owner during the performance of this service. Garver will attend conferences
alone or with Owner’s representatives, local officials, state and federal agencies, and others
regarding the scope of the proposed project, its general design, functions, and impacts.
2. DRAINAGE STUDY
Conduct a planning level Downstream Assessment based on guidance from the City of Denton
Exhibit A Stormwater Design Criteria Manual, dated October 2024, and the North Central Texas
Council of Governments (NCTCOG) integrated Stormwater Management (iSWM) Technical Manual,
latest edition. The Downstream Assessment shall consider the current master development plan for
the Denton Enterprise Airport (DTO) property and assume “full build out” developed conditions.
2.1. Garver will perform a data collection and data gathering task to obtain the following readily
available and accessible information:
2.1.1. Garver will prepare a FIS data request for the effective technical and administrative
support documentation for Dry Fork Hickory Creek and Hickory Creek within the project
approximate project limits. Garver will submit the data request and payment to the FEMA
Engineering Library electronically by email to FEMA-EngineeringLibrary@fema.dhs.gov.
2.1.2. Obtain existing as-built plans and drainage design data, including hydrologic and
hydraulic model(s), and master development plan for the DTO property.
2.1.3. Obtain publicly available GIS data, lidar topographic data, aerial photography, and NRCS
SSURGO digital soils data for portions of Dry Fork Hickory Creek and Hickory Creek
watersheds.
2.1.4. Submit a data request to the City of Denton for any hydrologic and hydraulic models
within the study area, FEMA effective FIS technical and administrative support
documentation for Dry Fork Hickory Creek and Hickory Creek watersheds.
2.2. Garver will develop hydrologic models for the Downstream Assessments of Dry Fork Hickory
Creek and Hickory Creek since portions of the airport property drain into both watersheds.
The USACE HEC-HMS software will utilize the SCS Unit Hydrograph Method to estimate peak
discharges for the 1-, 25-, and 100-year, 24-hour storm events. Modeling methodology and
parameters will be selected in accordance with standard engineering practice and Owner
standards. Modeling parameters, such as areas, slopes, drainage paths, distances, etc. will
be obtained from publicly available Lidar, surveys, planimetric contour maps, and aerial
photos.
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Exhibit A – Scope of Services
DTO Drainage Study Garver Project No. 23A11290
2.2.1. Hydrologic analysis of the pre- and post-development on-site conditions based on the
current airport master development plan.
2.2.2. Offsite undeveloped areas will be considered as “full build-out” for both the pre- and
post-development analyses based on the City of Denton’s future land use map and/or
master development plan.
2.2.3. The Downstream Assessment will evaluate streambank protection and flood mitigation
storm events. Since this is a planning level study, the conveyance storm will only
include the evaluation of the outlet discharges and will not include a detailed analysis
of the individual on-site sub-basins and improvements needed for the full build-out (i.e.,
streets, sidewalks, inlets, storm drain pipe systems, etc.) to convey the on-site runoff
to the drainage basin outlet(s).
2.3. Garver will review the effective hydraulic models, if available, from the FEMA FIS data request.
If the models are provided in a usable electronic file format, and Garver determines the models
to be adequate to represent current existing conditions, Gaver will utilize the FEMA effective
hydraulic model has the bases of the Downstream Assessment.
2.4. If the FEMA effective hydraulic models are not provided in a usable electronic file format,
Garver will develop hydraulic models for the Downstream Assessment of Dry Fork Hickory
Creek and Hickory Creek. The USACE HEC-RAS software will be used to develop unsteady-
flow one-dimensional hydraulic models to evaluate water surface elevations and velocities
along the stream reach.
2.4.1. The limits of the hydraulic modeling for Dry Fork Hickory Creek will begin at FEMA cross
section “B” and continue upstream to FEMA cross section “J”.
2.4.2. The limits of the hydraulic modeling for Hickory Creek will begin at FEMA cross section
“F” and continue upstream to FEMA cross section “J”.
2.5. If the result of the Downstream Assessment determines that stormwater detention is required
for the “full build-out” of the DTO property, Garver will estimate the storage volume required
to mitigate the increased peak discharges due to proposed site development leaving the site
in accordance with the City of Denton Exhibit A Stormwater Design Criteria Manual, dated
October 2024. This will include conceptual level planning and design only and shall not include
the detailed design of a stormwater detention facility.
2.6. Garver will develop a brief drainage analysis and this information will be included in the final
engineer’s report. The drainage analysis report will include the following:
· Pre-development drainage methodology and results
· Conceptual planning level post-development drainage methodology and results
· Planning level drainage recommendations
3. DESIGN SERVICES
3.1. General: Garver will prepare detailed drainage study for the Denton Enterprise Airport (DTO).
These designs shall conform to the standards of practice ordinarily used by members of
Garver’s profession practicing under similar conditions and shall be submitted to the City of
Denton from which approval must be obtained.
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Exhibit A – Scope of Services
DTO Drainage Study Garver Project No. 23A11290
3.2. Owner / Agency Coordination: Garver’s project manager and/or design team will coordinate
with the Owner as necessary to coordinate design decisions, site visits, document
procurement, or other design needs.
3.3. Project Management Plan / Quality Control Procedures
5.3.1 Garver will develop a project specific project management plan. The project
management plan will include the project background, scope of work, stakeholder
contact information, project team organization and roles, design criteria, project
schedule, deliverables, and quality control procedures.
5.3.2 Garver will complete quality control reviews for each deliverable prior to any design
submission to Owner and/or FAA. Quality control reviews will be completed by qualified
project managers, project engineers, and/or senior construction observers who are
experienced in the relevant discipline and design elements under review. Weekly
internal progress meetings will be held during all design phases to ensure adequate
quality control throughout the design phases.
4. PROJECT DELIVERABLES
4.1. The following deliverables will be submitted to the parties identified below. Unless otherwise
noted below, all deliverables shall be electronic.
· PDF Drainage Study Report describing the findings of the planning level analyses to the
City of Denton and Denton Enterprise Airport (DTO)
o One hard copy
· Other electronic files as requested.
5. ADDITIONAL SERVICES
5.1. The following items are not included under this agreement but will be considered as additional
services to be added under Amendment if requested by the Owner.
· Redesign for the Owner’s convenience or due to changed conditions after previous
alternate direction and/or approval.
· Deliverables beyond those listed herein.
· Engineering, architectural, or other professional services beyond those listed herein.
· Preparation of a Storm Water Pollution Prevention Plan (SWPPP). The construction
contract documents will require the Contractor to prepare, maintain, and submit a SWPPP
to DEQ.
· Construction Administration Services, On-Site Construction Observation, and/or
Construction Materials Testing.
· Environmental Handling and Documentation, including wetlands identification or mitigation
plans or other work related to environmentally or historically (culturally) significant items.
· Coordination with FEMA and preparation/submittal of a CLOMR and/or LOMR.
· Services after construction, such as warranty follow-up, operations support, and Part 139
inspection support.
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Exhibit A – Scope of Services
DTO Drainage Study Garver Project No. 23A11290
6. SCHEDULE
6.1. Garver shall begin work under this Agreement within ten (10) days of execution of this
Agreement and shall complete the work in accordance with the schedule below:
Design Phase Calendar Months
Drainage Study Report 4 Months from the receipt of Client furnished as-builts and/or
FEMA Effective model, whichever is latest
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Exhibit B
Denton Enterprise Airport (DTO)
DTO Drainage Study
DRAINAGE STUDY
WORK TASK DESCRIPTION E-6 E-5 E-4 E-3 E-2 E-1 AM-2
$316.00 $257.00 $211.00 $180.00 $157.00 $135.00 $100.00
hr hr hr hr hr hr hr
1. Project Management
Administration and Internal Coordination 10 16 8
Review meeting (virtual)2 2
Subtotal - Project Management 10 0 18 0 10 0 0
2.Data Collection and Gathering
FEMA FIS data request 2
DTO data request 2
Online GIS data collection 2 2
City of Denton data request 2
Subtotal - Data Collection and Gathering 0 0 4 0 4 2 0
3.Hydrologic Analyses
Pre-Development (Existing) Conditions
Review/evaluate as-built data 2 2
Lidar surface processing and preparation 1 2
GIS base map preparation 2 2
Delineate watershed and subbasin boundaries 2 4
Develop land use and CN polygons 4 8
Determine time of concentration/lag times 2 8
Develop HEC-HMS model 2 8
Execute and revise HEC-HMS model 2 4
Extract model results and format data 1 2
QA/QC and revisions 4 4 8
Post-Development (Proposed) Conditions
Develop land use and CN polygons 2 8
Delineate watershed and subbasin boundaries 2 4
Determine time of concentration/lag times 2 8
Develop HEC-HMS model 2 8
Execute and revise HEC-HMS model 2 4
Extract model results and format data 1 2
QA/QC and revisions 4 4 8
Subtotal - Hydrologic Analyses 0 0 10 0 37 88 0
4.Hydraulic Analyses
Dry Fork Hickory Creek HEC-RAS Model
Develop base mapping 2 4
Develop cross section geometry (15 sections)8 24
Develop roadway geometry (4 crossings)2 4
Develop pre-development flow data 2
Execute and revise pre-development plan 4 12
Develop post-development flow data 2
Execute and revise post-development plan 2 8
Hickory Creek HEC-RAS Model
Develop base mapping 2 4
Develop cross section geometry (8 sections)4 16
Develop roadway geometry (1 crossing)1 2
Develop pre-development flow data 2
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Execute and revise pre-development plan 4 8
Develop post-development flow data 2
Execute and revise post-development plan 2 4
QA/QC and revisions 12 8 8
Subtotal - Hydraulic Analyses 0 0 24 0 27 102 0
5.Stormwater Detention Analyses
Estimate basin size 10 20
Develop HEC-HMS model parameters 4 4 8
Execute and revise HEC-HMS model parameters 2 4
Extract model results and format data 2 4
QA/QC and revisions 4
Subtotal - Stormwater Detention Analyses 0 0 8 0 18 36 0
6.Drainage Report
Prepare drainage report 12 16
QA/QC and revisions 4 4 8
Subtotal - Drainage Report 0 0 4 0 16 24 0
Hours 10 0 68 0 112 252 0
SUBTOTAL - SALARIES: $69,112.00
DIRECT NON-LABOR EXPENSES
Document Printing/Reproduction/Assembly $210.00
Postage/Freight/Courier $108.00
FEMA FIS Data Request $400.00
Travel Costs $170.00
SUBTOTAL - DIRECT NON-LABOR EXPENSES: $888.00
SUBTOTAL: $70,000.00
SUBCONSULTANTS FEE: $0.00
TOTAL FEE: $70,000.00
Docusign Envelope ID: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D
Certificate Of Completion
Envelope Id: 41856D41-CA8E-4473-B2B2-8CD62C7CF97D Status: Completed
Subject: Please DocuSign: City Council Contract - 8209 Airport Engineering Services - Amendment 1
Source Envelope:
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901B Texas Street
Denton, TX 76209
christina.dormady@cityofdenton.com
IP Address: 198.49.140.10
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Electronic Record and Signature Disclosure created on: 7/21/2017 3:59:03 PM
Parties agreed to: Mitchell McAnally, Ryan Adams, Chase Patterson
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