Amendment 1 Executed
Docusign City Manager Approval Transmittal Coversheet
File Name
Purchasing Contact
Contract Value
Piggy Back Option
Contract Expiration
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
no
Jody Word
Amendment #1-Magnolia Drainage PH II
$90,000
6405
N/A
PSA
Request for City Manager Approval of Purchase
DATE: August 24, 2017 Questions concerning this
acquisition may be directed
DEPARTMENT: Materials Management to Chad Allen at 349-7713
Contact Phone
ACM: Mario Canizares
SUBJECT
Amendment #1 to Professional Services Agreement for Architect or Engineer by and between
Teague Nall and Perkins, Inc. and the City of Denton for street reconstruction plans, design
survey, sanitary sewer replacement and subsurface utility engineering services associated with
the Magnolia Drainage Phase II Project; in the amount not-to-exceed $90,000.00 for a new
contract not-to-exceed amount of $208,000 (PSA 6405).
BID/FILE INFORMATION
The Magnolia Drainage project was conceived in order to improve storm water drainage
conditions and prevent flooding in Hinkle Drive and in the adjacent neighborhoods between
West Windsor Drive to the north and University Drive to the south.
Phase I of the project consisted of design and construction of a storm water detention basin north
of West Windsor Drive between Windsor and North Elm Street. Phase II of the project consists
of design of storm drain improvements to address flooding in portions of the Headlee Addition.
Teague Nall and Perkins, Inc. was selected to perform design of Phase II of the project.
This Amendment #1 to the Professional Services Agreement increases the scope of the project to
include surveying and engineering necessary to provide construction plans for reconstruction of
Hinkle Drive from University Drive to Windsor Drive and reconstruction of Windsor Drive from
200 feet west of Hinkle Drive to US 377. This Amendment #1 also includes design of the
replacement of approximately 870 feet of sanitary sewer line in Windsor Drive not originally
anticipated to be necessary as part of the original scope of the project.
PRIOR ACTION/VIEW (COUNCIL, BOARDS, COMMISSIONS)
The contract was approved by the City Council on March 21, 2017 in the amount of $118,000
with Amendment #1 for $90,000 making the total amount not-to-exceed $208,000.
RECOMMENDATION
Staff recommends approval of Amendment #1 to the Professional Services Agreement between
the City of Denton and Teague Nall and Perkins, Inc. in the amount of $90,000.00 for street
reconstruction plans, design survey, sanitary sewer replacement and subsurface utility
engineering services associated with the Magnolia Drainage Phase II Project.
PRINCIPAL PLACE OF BUSINESS
Teague Nall and Perkins, Inc.
1517 Centre Place Drive, Suite 320, Denton, Texas 76205
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
City Manager Approval Request
Page 2
STAFF ESTIMATE
The proposed engineering fee of $90,000 for professional services associated with this
Amendment #1 includes $50,000 for street reconstruction plans, $7,800 for design survey,
$12,400 for Level B subsurface utility engineering and $14,800 for Level A subsurface utility
engineering. It is believed this agreement should be sufficient for guaranteeing completion of the
work described in this Amendment #1.
ESTIMATED SCHEDULE OF PROJECT
The original design contract is currently underway and is on schedule. Amendment #1 is
expected to extend completion of the original schedule by approximately four weeks. Services
will commence immediately upon execution of this Amendment #1.
CONTRACT ADMINISTRATOR
Chad A. Allen, P.E. – Senior Engineer
FISCAL INFORMATION
Funding for the subject services is to be provided out of the following three job numbers as
specified below:
650103459.1360.21100: $33,000.00
350425467.1360.21100: $50,000.00
640354541.1360.21100: $7,000.00
Attachment 1: Amendment #1 to Professional Services Agreement
Requested by:
Name: Chad A. Allen, P. E. Senior Engineer
Phone: 7713
Purchase Order # 180856 Respectfully submitted:
Karen Smith
Purchasing Agent
Expenditure Approved:
__________________________
City Manager or Designate
__________________________
Date
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
9/12/2017
6405 PSA – Amendment #1 Page 1 of 2
FIRST AMENDMENT TO CONTRACT
BY AND BETWEEN THE CITY OF DENTON, TEXAS
AND TEAGUE NALL AND PERKINS, INC.
PSA 6405
THE STATE OF TEXAS §
COUNTY OF DENTON §
THIS FIRST AMENDMENT TO CONTRACT 6405 (“Amendment”) by and
between the City of Denton, Texas (“City”) and Teague Nall and Perkins, Inc.
(“Contractor”);
The original Agreement provided for Teague Nall and Perkins, Inc., services related to
design of the Magnolia Drainage Phase II Project as is contained in Contract #6405 (on file
in the Purchasing Office). The initial agreement for the Basic Services was approved on
March 21, 2017, in the not-to-exceed amount of $118,000.
The CITY deems it necessary to further expand the goods/services provided by
CONTRACTOR to the CITY;
NOW THEREFORE,
Section 2 “Compensation”, is modified to include Exhibit A. This modification
includes Design of the Magnolia Drainage Phase II Project in the amount of
$118,000 with a revised not-to-exceed total of $208,000.
All other provisions of the contract 6405, as heretofore amended, remain in full force and
effect.
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6405 PSA – Amendment #1 Page 2 of 2
IN WITNESS WHEREOF, the CITY and the CONTRACTOR, have each executed
this Amendment electronically, by and through their respective duly authorized
representatives and officers on this date _________________________.
“CITY”
CITY OF DENTON, TEXAS
A Texas Municipal Corporation
By: __________________________________
TODD HILEMAN, CITY MANAGER
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
By: __________________________________
APPROVED AS TO LEGAL FORM:
AARON LEAL, INTERIM CITY ATTORNEY
By: ___________________________________
“CONTRACTOR”
TEAGUE NALL AND PERKINS, INC.
By: _________________________________
AUTHORIZED SIGNATURE, TITLE
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
9/12/2017
AMENDMENT No. 1 TO PROFESSIONAL SERVICES AGREEMENT
ADDITIONAL SERVICES Magnolia Drainage Phase II TNP No. DEN17106
This amendment is to add surveying and engineering necessary to provide construction plans for partial reconstruction of Hinkle Drive from University Drive to Windsor Drive (approximately 4,550 linear feet), and reconstruction of Windsor Drive from 200' west of Hinkle Drive to US 77 (approximately 2,550 linear feet), as well as for replacement of
870-feet of sanitary sewer line in Windsor Drive. The construction plans for the street and sanitary sewer reconstruction will be packaged with the construction plans for the storm drain project that comprises the original scope of work of this contract. The intended partial street reconstruction will consist of removal and replacement of selected curbs, ramps, walks and other features, while leaving the bulk of the curb in
place. After replacement of curb, etc., the existing asphalt will be removed and replaced per current City of Denton pavement criteria at existing grades. The western limit of the Windsor Drive reconstruction is the eastern end of the existing concrete pavement.
More particularly, the scope of the work will consist of the following: Street Reconstruction Plans 1. General notes and typical sections.
2. Street repair plan sheets, with no profiles, showing curb and sidewalk repairs and
replacements, at 1” = 40’.
3. Accessible ramp layouts with spot elevations, at street and driveway intersections.
4. Traffic control criteria (traffic control plans to be submitted by contractor).
5. Erosion control plans.
6. Detail sheets as appropriate.
7. Specifications will be incorporated into the Bid documents that are already part of the original contract, including the City of Denton “front end” documents, with a proposal section and technical specifications.
Design Survey 1. Limits of additional design survey:
• Approximately 775 linear feet of Hinkle Drive from approximately 190’ south of Bryn Mawr Place to the north curb line of University Drive and extending to the approximate ROW on each side of Hinkle.
EXHIBIT A
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• Approximately 200 linear feet of Windsor Drive from the West line of Hinkle Drive and extending to the approximate ROW on each side of Windsor.
• Approximately 1000 linear feet of Windsor Drive from approximately 325’ east of Mesquite Street to the West curb line of N. Elm Street (US 77) and extending to
the approximate ROW on each side of Windsor.
2. TNP survey field crews will perform an As-Built design survey with spot elevations locating all above ground visible improvements within the limits listed above, including buildings, fences, curbs, sidewalks, paved areas, visible utilities,
trees 6” DBH and larger, landscaped areas and other pertinent features within
the project area.
3. All survey data collected will be processed drafted and created within Autodesk Civil 3d. An electronic cadd file will be prepared according to the City of Denton’s standards showing all improvements located. All vertical data will be based on
the City of Denton’s benchmark datum.
4. No boundary or right-of-way data will be acquired, lot corners will not be tied, and no property research will be conducted.
5. This design survey will be combined with the survey already completed for use on the drainage project currently underway. It is the intent that the survey under
this amendment will extend the previous survey to the street reconstruction limits
listed above.
Sanitary Sewer Replacement
1. General notes.
2. Overall Sewer Layout and Control Sheets. The sewer layout sheet shall identify
the proposed sewer main improvement/ existing sewer mains in the vicinity and all sewer appurtenances.
3. Coordinates on all P.C.’s, P.T.’s, P.I.’s, manholes, valves, mainline fittings, etc., in the same coordinate system as the Control Points.
4. Sewer Plan and profile sheets at 1”=40’ which show the following: proposed sewer plan/profile and proposed pipe size, manhole locations, existing service lines, existing utilities and utility easements, and all pertinent information needed to construct the project. Street addresses shall be provided on the plan view. It is anticipated that all of the existing sewer lines will be reconstructed in place to
the ROW line. Right-of-way lines will be approximate and nominal, based on GIS data and/or readily available plat data. The field survey effort will not include locating lot corners or ownership research.
5. The ENGINEER shall make provisions for reconnecting all identifiable sewer service lines which connect directly to any main being replaced, including
replacement of existing service lines within City right-of-way or utility easement.
When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the
EXHIBIT A
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ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main.
6. The ENGINEER will prepare special details for water and sewer line installation and/or replacement that are not already included CITY’s standard details.
Subsurface Utility Engineering (SUE)
The following represents the general understanding between the City and Consultant regarding the basis and/or limitations under which these subsurface utility designating and/or locating services are provided:
1. These services will be conducted and provided in general compliance with
CI/ASCE 38-02 (Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data). This standard establishes and defines four quality levels for data collection that are briefly described as:
Quality Level D (QL-“D”) – Generally QL-“D” indicates information collected or
derived from research of existing records and/or oral discussions.
Quality Level C ( QL-“C”) - Generally QL-“C” indicates information obtained by surveying and plotting visible above-ground utility features and by using professional judgment in correlating this information to QL-“D” information. Incorporates QL-“D” information.
Quality Level B (QL-“B”) – Generally QL-“B”, also known as “designating”
indicates information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate horizontal position of subsurface utilities. Quality level B data should be reproducible by surface geophysics at any point of their depiction. This information is
surveyed to applicable tolerances defined by the project and reduced onto
plan documents. Incorporates QL-“D” & QL-“C” information.
Quality Level A (QL-“A”) - Generally QL-“A”, also known as “locating”, indicates the precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed and surveyed utilities)
using “test holes” and subsequent measurement of subsurface utilities, at a
specific point. Incorporates QL-“D” QL-“C” & QL-“B” information.
2. These services are for the purpose of aiding the design of the subject project by providing information related to subsurface utilities in order to allow potential utility conflicts to be minimized or eliminated.
3. The Consultant will provide services that meet the standard of care for existing subsurface utility location and mapping as established in CI/ASCE 38-02 by exercising due diligence with regard to records research and acquisition of utility information, including visually inspecting the work area for evidence of utilities and reviewing the available utility record information from the various utility
owners. However, the Consultant makes no guarantee that all utilities can or will
EXHIBIT A
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be identified and shown as there still may be utilities within the project area that are undetectable or unknown.
4. Facilities that are discovered through field investigative efforts by the Consultant but for which no plan records or ownership data can be identified will be hereafter
referred to as “unknown” utilities. As part of these services, the Consultant will
provide QL-C information in the project deliverables for all unknown utilities that may be identified in the field investigation of the project. Designating and/or locating unknown utilities will typically not be part of the initial scope of work but depending on the client’s needs can be added as additional work to address
concerns of the project impacts of “unknown” facilities.
5. Ground penetrating radar will not be used as a part of the field investigation of the project site unless that use has been specifically addressed with the scope of services described herein.
6. Test holes are very limited in size or diameter (typically 12 inches by 12 inches,
or approximately 144 square inches). Given this limited size, some subsurface conditions may prevent the completion of test holes, including rock(s), groundwater, large roots, other utilities & structures, etc. Test Hole attempts which cannot be completed due to site conditions will be documented and noted on the plans.
7. When test holes are used to locate utilities, the nominal pipe sizes of the targeted utility will be documented and reported by using field measurements of the outside diameter (OD) of the pipe (to the nearest inch). Based upon this field measured OD, the nominal pipe size will be determined using typical pipe wall thickness data and other available data including record information. Pipe
diameters that are too large for measurement, encased or non-encased conduit duct banks and other concrete encased systems which cannot be adequately measured will be reported based upon the best available information.
8. The documented results produced by these services represent a professional opinion and interpretation based upon record information and/or field evidence.
These results may be affected by a variety of existing site conditions, including soil content, depth of the utility, density of utility clusters, and electro-magnetic characteristics of the targeted utilities. Also, the lack of and/or poor condition of a trace wire for non-conductive materials such as PVC, HDPE, etc. in most cases will make the successful detection and location of the utility unlikely.
9. The Consultant will apply professional judgment to determine which utilities require additional field effort and/or methods to properly designate and/or locate, most commonly when record drawings are not available. In such cases, the Consultant will provide a recommendation or request for additional services to the Client. Among other methods, a detectable duct rodder or other conductor
may be introduced into the line to enable the designation of the utility. This method is dependent upon approval by the utility owner, as well as access to, size and condition of the utility.
EXHIBIT A
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
10. None of these services are intended to and should not be understood to relieve the City or others from the responsibility to comply with the statutory requirements related to notifying the proper one-call system(s) in advance of any and all excavation, grading and/or construction within the project site.
Additional services shall be considered additional work beyond the scope of services
provided herein. Fees for additional services will be negotiated based on the additional work. Additional Services may include, but are not necessarily limited to the following:
a. Work beyond the scope of services provided herein.
b. Subcontract charges, photocopies, plan reproduction, computer charges, etc. not
associated with the work described in the Scope of Services.
c. Number of test holes greater than eight (8).
d. Test hole depth greater than twelve (12) feet.
Level B Subsurface Utility Engineering
The specific scope of subsurface utility designating and/or locating services for this project is described below. Survey services to tie utility crossing marks and/or identifiers placed during the subsurface utility designating and/or locating effort will be provided in this contract.
1. Quality Level ‘B’ through ‘D’ Utility Information & Designation – TNP will provide
utility information, up to QL-“A”, for the project site, as follows (see attached Vicinity Map):
• Along the south side of Windsor, east from Hinkle 740’
• Along the north side of Windsor, east from drainage channel 580’
• Along Hinkle Drive from Headlee south 1,150’ past culvert
This work includes:
a. Requesting utility records on all crossing utilities from the City, public utilities and
private utility companies known to provide service within the project area, as well
as other sources, in an effort to develop a comprehensive inventory of utility systems likely to be encountered. Record documents may include construction plans, system diagrams, distribution maps, transmission maps, geographic information system data, as well as oral descriptions of the existing systems.
Record information will not be used as a substitute for field location methods
unless it is determined to be the most appropriate method for depicting the utilities at the site. The depiction of utilities from records (QL-“C” or “D”) will be based on thorough field and office activities and shall be based on the most reliable indication of position available.
b. Investigating all utility systems shown on the record drawings that are included within the project site. Visible surface features and appurtenances of subsurface utilities found within the project site will also be evaluated. Using appropriate
EXHIBIT A
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
surface geophysical methods, TNP will search for detectible indications of the location of anticipated subsurface utilities.
c. Marking all locations that can be validated, using paint, flags or other devices.
d. Preparing documentation of the utilities encountered and marked, including their
general location, orientation, type & size, if known.
Deliverables - based on ASCE Standard 38-02 - AutoCad DWG 2d file depicting all Sub-surface Utilities Designated for use in design files.
Level A Subsurface Utility Engineering
1. Quality Level A Utility Test Holes – TNP will excavate by air-vacuum or other minimally invasive methods up to 8 Test Holes, at locations yet to be determined within the project limits in order to identify the exact horizontal & vertical locations of crucial utilities. Also, if locating the end of casing is
requested the cost will be based on an hourly charge based on the fee schedule below. This work includes:
a. Providing all necessary personnel, equipment, supplies, management and supervision needed for the test hole excavation, backfill and restoration.
b. Coordinating with City, property owner, and/or permitting authorities, as
needed and obtaining any required permits, permission or rights-of-entry with help from The City
c. Contacting the appropriate one-call system to request utilities to be marked on-the-ground prior to beginning excavation of test holes.
d. Providing and utilizing appropriate traffic control devices, as necessary, in
conformance with the MUTCD, including any state or locally adopted supplements (if closures or additional traffic control equipment are needed other than signs and cones additional direct expenses will be charged).
e. Preparing documentation for each test hole attempted. This documentation will include the horizontal and vertical position of the targeted utility or
structure, a general description of the target utility, with condition, material and general orientation noted, a generalized description of the material encountered in the test hole, and any other field observations noted during the excavation.
Deliverables - based on ASCE Standard 38-02 - signed and sealed by a Professional
Engineer registered in the State of Texas.
a. Level A – AutoCad DWG 2d file showing X, Y and Z w/ depth, a PDF of the same signed and sealed, Utility Summary Sheet, Individual Sheets on Test Holes and ASCII point list.
EXHIBIT A
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Assumptions and Clarifications
The following assumptions were used by the ENGINEER for the preparation of this scope of Basic Services:
• The primary scope of the project is to reconstruct the roadway itself. While some
limited (as described above) accessible ramps and sidewalks will be reconstructed, the intent is not to create an accessible route along either side of the roadway. Ramps will not be added unless there are sidewalks to the ramps.
• Mid-block pedestrian crossings without traffic stop control will be removed.
• The scope of the work will not include design of any storm drain or utilities other than as specifically identified above. Storm drain design is part of the original contract.
• No street profiles will be prepared. All street reconstruction sheets will be plan view only.
• Existing signs will not be replaced unless necessary.
• The ENGINEER will not prepare Traffic Control Plans. Criteria will be provided to the contractor identifying requirements of the Traffic Control Plan. The contractor will prepare and submit a Traffic Control Plan for review and approval by the City and the ENGINEER.
• The Engineer will walk the project with the City to participate in the identification of curbs, walks, ramps and other features to be replaced.
• The project will be constructed in multiple phases, intended to keep a reduced
level of traffic open throughout the project during construction.
• The City will provide TV logs of the existing sewer line for the purpose of locating existing services.
• No construction services are a part of the scope of this agreement. Construction
support can be provided as Additional Services.
• No signal design or modification of existing signal timing is a part of the scope of this agreement.
• Subsurface Utility Engineering effort will be billed on a time and materials basis.
• Additional traffic control for SUE effort (such as closing lanes, etc.) will be in addition to the estimated charge shown.
EXHIBIT A
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
DocuSign Envelope ID: AAB3D56C-6A8D-4936-A02A-7E20CC2B19AC
9/12/20179/12/2017
Certificate Of Completion
Envelope Id: AAB3D56C6A8D4936A02A7E20CC2B19AC Status: Completed
Subject: ****City Manager Approval ******Docusign Item 6405
Source Envelope:
Document Pages: 13 Signatures: 7 Envelope Originator:
Supplemental Document Pages: 0 Initials: 0 Jody Word
Certificate Pages: 6
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US &
Canada)
Payments: 0 jody.word@cityofdenton.com
IP Address: 129.120.6.150
Record Tracking
Status: Original
8/30/2017 2:12:36 PM
Holder: Jody Word
jody.word@cityofdenton.com
Location: DocuSign
Signer Events Signature Timestamp
Jody Word
jody.word@cityofdenton.com
Buyer
City of Denton
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(Optional)
Completed
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Sent: 8/30/2017 2:17:32 PM
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Signed: 8/30/2017 2:25:57 PM
Electronic Record and Signature Disclosure:
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Karen E. Smith
karen.smith@cityofdenton.com
Interim Purchasing Manager
City of Denton
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Gary L. Vickery
gvickery@tnpinc.com
Principal
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Electronic Record and Signature Disclosure:
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ID: 8a563062-61f7-4296-a8af-98675b639b46
Jennifer DeCurtis
jennifer.decurtis@cityofdenton.com
Deputy City Attorney
City of Denton
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Todd Hileman
todd.hileman@cityofdenton.com
City Manager
City of Denton
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ID: 57619fbf-2aec-4b1f-805d-6bd7d9966f21
Jennifer Walters
jennifer.walters@cityofdenton.com
City Secretary
City of Denton
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Sherri Thurman
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Robin Fox
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Jane Richardson
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Assistant City Secretary
City of Denton
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City of Denton
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Contracts Administration Supervisor
City of Denton
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DocuSign Express user account to receive required notices and consents electronically from us
or to sign electronically documents from us.
All notices and disclosures will be sent to you electronically
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
electronically to you through your DocuSign user account all required notices, disclosures,
authorizations, acknowledgements, and other documents that are required to be provided or
made available to you during the course of our relationship with you. To reduce the chance of
you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required
notices and disclosures to you by the same method and to the same address that you have given
us. Thus, you can receive all the disclosures and notices electronically or in paper format through
the paper mail delivery system. If you do not agree with this process, please let us know as
described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
electronically from us.
Electronic Record and Signature Disclosure created on: 7/21/2017 1:59:03 PM
Parties agreed to: Gary L. Vickery, Todd Hileman
How to contact City of Denton:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
receive notices and disclosures electronically as follows:
To contact us by email send messages to: purchasing@cityofdenton.com
To advise City of Denton of your new e-mail address
To let us know of a change in your e-mail address where we should send notices and disclosures
electronically to you, you must send an email message to us at melissa.kraft@cityofdenton.com
and in the body of such request you must state: your previous e-mail address, your new e-mail
address. We do not require any other information from you to change your email address..
In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected
in your DocuSign account by following the process for changing e-mail in DocuSign.
To request paper copies from City of Denton
To request delivery from us of paper copies of the notices and disclosures previously provided
by us to you electronically, you must send us an e-mail to purchasing@cityofdenton.com and in
the body of such request you must state your e-mail address, full name, US Postal address, and
telephone number. We will bill you for any fees at that time, if any.
To withdraw your consent with City of Denton
To inform us that you no longer want to receive future notices and disclosures in electronic
format you may:
i. decline to sign a document from within your DocuSign account, and on the subsequent
page, select the check-box indicating you wish to withdraw your consent, or you may;
ii. send us an e-mail to purchasing@cityofdenton.com and in the body of such request you
must state your e-mail, full name, IS Postal Address, telephone number, and account
number. We do not need any other information from you to withdraw consent.. The
consequences of your withdrawing consent for online documents will be that transactions
may take a longer time to process..
Required hardware and software
Operating Systems: Windows2000? or WindowsXP?
Browsers (for SENDERS): Internet Explorer 6.0? or above
Browsers (for SIGNERS): Internet Explorer 6.0?, Mozilla FireFox 1.0,
NetScape 7.2 (or above)
Email: Access to a valid email account
Screen Resolution: 800 x 600 minimum
Enabled Security Settings:
•Allow per session cookies
•Users accessing the internet behind a Proxy
Server must enable HTTP 1.1 settings via
proxy connection
** These minimum requirements are subject to change. If these requirements change, we will
provide you with an email message at the email address we have on file for you at that time
providing you with the revised hardware and software requirements, at which time you will
have the right to withdraw your consent.
Acknowledging your access and consent to receive materials electronically
To confirm to us that you can access this information electronically, which will be similar to
other electronic notices and disclosures that we will provide to you, please verify that you
were able to read this electronic disclosure and that you also were able to print on paper or
electronically save this page for your future reference and access or that you were able to
e-mail this disclosure and consent to an address where you will be able to print on paper or
save it for your future reference and access. Further, if you consent to receiving notices and
disclosures exclusively in electronic format on the terms and conditions described above,
please let us know by clicking the 'I agree' button below.
By checking the 'I Agree' box, I confirm that:
• I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF
ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and
• I can print on paper the disclosure or save or send the disclosure to a place where I can
print it, for future reference and access; and
• Until or unless I notify City of Denton as described above, I consent to receive from
exclusively through electronic means all notices, disclosures, authorizations,
acknowledgements, and other documents that are required to be provided or made
available to me by City of Denton during the course of my relationship with you.