7109-011 - Contract Executed
Docusign City Council Transmittal Coversheet
File Name
Purchasing Contact
City Council Target Date
Piggy Back Option
Contract Expiration
Ordinance
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1901 Central Drive, Suite 550 Bedford, Texas | 817-571-2288 | eFax 817-571-2188
Environmental Consulting & Contracting
June 25, 2020, revised July 6, 2020
Proposal No. 160104220
Mr. Randall Morris (sent via email)
Landfill Manager
City of Denton
1527 S. Mayhill Road
Denton, Texas 76208
Re: Proposal for Engineering Design and Bid-Support Services
Perimeter LFG Header, Perimeter Road, and Waterline Extension
City of Denton Landfill
Dear Randall:
Per your request, SCS Engineers is pleased to present this proposal to you for engineering design,
including preparation of construction plans, technical specifications and bid documents, and bid-
support services for the extension of the perimeter landfill gas (LFG) collection header, perimeter road,
and waterline. The extension of these features will generally occur between the north side of Unit 1 of
the landfill (east of the landfill scale house) and east side of Unit 1, as described in further detail in
our scope of services below.
Based on our understanding of the project objectives we have developed the following scope of
services. TThis approach will provide the City with professional engineering services in the areas of
design and project bidding to qualified contractors.
As discussed, following completion of the 90 percent construction plans and specifications, SCS will
provide a separate proposal for construction-phase engineering and construction quality assurance
(CQA) services suggested for the project.
SCOPE OF SERVICES
This scope of services includes the preparation of the construction plans, specifications, and bid
documents and performance of bid-support services required for the project. This scope of services
has been separated into the following tasks:
1. Conceptual Layout and Project Planning Meeting;
2. Soil Analysis of Available Borrow Source(s);
3. Engineering Design and Preparation of Construction Plans;
4. Technical Specifications and Bid Documents;
5. Engineer’s Estimate of Probable Construction Cost (including a budgetary estimate and a
construction opinion of probable construction cost); and
6. Bid-support services.
ATTACHMENT A
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
Page 2
M:\BD\Proposals\Denton\2020\160104220 Header_Road Extension\P2020.07.06_Denton_Header, Road, and Water Line Design & Bid-Support r1.DOCX
Based on discussion with you onsite on June 11, 2020, we understand that the proposed work should
include the following design elements for preparation of the construction plans, specifications, and
bid documents:
x LFG Header: Approximate 4,600-foot extension of the existing 18-inch high-density
polyethylene (HPDE) perimeter header from the existing termination, near the old entrance
facility located on the southeast corner of Cell 5, to the existing blower/flare facility on the
north side of Unit 1 of the landfill. As described in Task 2, SCS will confirm the header size
needed for conveyance of the potential LFG recovery from Unit 1. The header extension will
also include extension of the air supply line and condensate forcemain; necessary condensate
sumps; and necessary future LFG collection system connection points.
x Waterline: Approximate 2,600-foot extension of existing 6-inch waterline from the existing
wheel wash facility to the location of a future wheel wash facility located south of the East
Pond (current container storage area). As part of this project, the existing wheel wash facility
will be demolished and scrapped, including the following:
¾Remove concrete pits and ramps, and backfill with structural fill;
¾Removal/demolishing of electrical; and
¾Removal/disposal of non-potable water.
x Perimeter Road: Approximate 4,200-foot extension of existing concrete perimeter road, east
of the scale house and north of the perimeter drainage channel, to the existing perimeter road
for access of the top deck of the landfill on the northeast corner of Cell 5. The perimeter road
extension will be comprised of a 40-foot wide paved road. As part of this portion of the project,
the following will be performed:
¾Design upgrades to the existing perimeter drainage system, including
modifications/relocation of ditches, culverts, etc. and confirm East Pond size and
storage requirements for consistency with the pending permit amendment application.
¾Provide guidance to City for relocation of existing power poles, as needed, which will
be performed by City.
¾Design around and protection for existing gas monitoring probes and groundwater
monitoring wells by either relocating, as necessary, or retrofit for below-grade
monitoring for traffic rated lids
Based on our discussions with you, it our understanding that the City wants the proposed construction
project to be covered under one (1) set of construction plans, specifications, and bid documents.
Task 1 – Conceptual Layout and Project Planning Meeting
This task includes preparation of a conceptual layout for the project design to be verified with the City
during an onsite project planning meeting.
Prior to the project planning meeting, SCS will review available documents in our files and provide a
request to the City for any necessary files needed for preparation of the engineering design and
construction plans. Following receipt of requested files, SCS will prepare a conceptual layout plan
including the following:
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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M:\BD\Proposals\Denton\2020\160104220 Header_Road Extension\P2020.07.06_Denton_Header, Road, and Water Line Design & Bid-Support r1.DOCX
x Proposed alignment of the header, waterline, and road extensions;
x Proposed locations for header condensate sumps, pipe valves (header and water line), and
future LFG collection system tie-in locations;
x Potential drainage modifications that will be required; and
x Pavement options for the perimeter road.
Following development of the conceptual layout plan, SCS will meet with the City to perform a project
planning meeting. The objective of this meeting will be to confirm the various design elements of the
project prior to performing the engineering design and preparation of construction plans. As such,
during this meeting SCS will discuss and confirm the design elements of the project, including but not
limited to, perimeter road width and pavement options; pipe sizing (header and waterline); proposed
alignment of header, waterline, and perimeter road; location for various tie-ins and terminations of
each feature; modifications and/or relocation of existing drainage features; geotechnical
considerations; location of soil borrow sources; impacts to traffic near the landfill entrance during
construction, future wheel wash requirements, etc.
Following the meeting, SCS will provide the City with meeting notes documenting the action items for
inclusion into the construction plans, specifications, and bid documents for the project. TThis proposed
process will assist SCS in confirming specifics for the project and minimize the City’s time and effort
during the design stage while providing a successful project that meets the needs and requirements
of the City.
Task 2 – Soil Analysis of Available Borrow Source(s)
This task includes soil analysis of available borrow source(s) that may be used during the construction
of the perimeter road, including evaluating any necessary subgrade treatment needed due to vehicle
loading requirements, i.e., lime treatment or incorporation of geosynthetics (geogrid, woven geotextile,
etc.). The objective of this task will be to prequalify the available soil ahead of construction and will
be conducted during performance of Task 3 (engineering design and preparation of construction
plans). As such, following confirming the location of the available borrow sources, SCS will develop a
test pit program to evaluate the available soil for use on the project. An SCS employee will collect soil
samples from up to ten (10) locations throughout the available borrow source(s). Our fee estimate for
this effort assumes that the City will provide an excavator and operator to assist in collecting these soil
samples. Representative samples will be collected from each test pit location. The following tests will
be performed with the number of tests identified in the table below:
x Gradation to P-200 (ASTM D422);
x Gradation with Hydrometer to 0.002 mm (ASTM D422);
x Atterberg limits (ASTM D4318);
x Standard Proctor (ASTM D698);
x California Bearing Ratio (CBR, ASTM D1883)
x Unconfined Compressive Strength Test (ASTM D2166), with 3-point Lime Addition
All 10 samples collected will be tested for gradation to P-200 and Atterberg limits. Based on the soil
classification and clay content of each sample, SCS will select up to 5 samples for testing the
remainder of the properties indicated above. Following completion of the field analysis and laboratory
testing. SCS will prepare a short memorandum documenting sample locations, test pit logs and
sample depths, and laboratory test results. SSCS will use the results of the above testing program to
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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M:\BD\Proposals\Denton\2020\160104220 Header_Road Extension\P2020.07.06_Denton_Header, Road, and Water Line Design & Bid-Support r1.DOCX
provide recommendations for pavement design options for use in the preparation of the construction
plans.
The following table includes our unit rates for perform this task.
Description Quantity Unit Rate per Unit Cost
Project Engineer II 12 Hour $135.00 $1,620.00
Associate Staff Engineer 16 Hour $100.00 $1,600.00
Gradation to P-200 10 Each $30.00 $300.00
Gradation with Hydrometer
to 0.002 mm 5 Each $105.00 $525.00
Atterberg Limits 10 Each $30.00 $300.00
Standard Proctor 5 Each $150.00 $750.00
California Bearing Ratio 5 Each $315.00 $1,575.00
Unconfined Compressive
Strength 5 Each $265.00 $1,325.00
Supplies/Shipping 1 Lump Sum $1,000.00 $1,000.00
TASK 2 TOTAL $8,995.00
Task 3 – Engineering Design and Preparation of Construction Plans
This task includes the engineering design and preparation of the construction plans required for the
project. The information gathered during our project planning meeting (Task 1), will serve as the basis
for the engineering design and preparation of the construction plans.
Engineering Design. This subtask provides the overall engineering design necessary for preparation of
the construction plans for the project. The overall design will comply with the Landfill’s permit; as well
as federal, state, and local rules and regulations. As such, SCS currently anticipates the development
of the construction plans with the following design elements:
x Layout and Alignment – the alignment will be confirmed during our project planning meeting.
Following confirmation of the alignment of the various features, SCS will evaluate the following:
¾LFG Header: locations for condensate sumps, isolation valves, and future LFG
collection system tie-in locations.
¾Waterline: confirm and evaluate material type and size based on pressure and flow
requirements for the future wheel wash facility.
¾Haul Road: soil requirements (excavation and backfill) required for the selected road
alignment. Additionally, the impacts to existing and proposed perimeter storm water
management system will be confirmed.
x Haul Road Pavement – SCS will evaluate various pavement options (i.e., concrete, asphalt,
gravel, cement stabilized base, etc.), include longevity, cost, and maintenance considerations.
It is understood that this road will be used by and rated for both collection vehicles and off-
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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road landfill equipment. Additionally, consideration will be given for equipment access to the
landfill equipment maintenance facility.
x Pipe Sizing (LFG header and waterline) – As indicated above, SCS will confirm the material and
pipe sizing requirements for the waterline. Additionally, SCS is currently evaluating the options
for beneficial-use of the LFG, under a separate authorization. As part of this effort, SCS will be
confirm the LFG header sizing required for the full buildout of the LFG system in Unit 1 of the
landfill. As such, SCS will use this information to confirm that the construction plans
adequately reflect the required header size for extension proposed for this project.
x Modifications and/or Relocation Drainage Features – Based on the selected road alignment,
SCS will design any necessary modifications and/or relocations of existing drainage features,
including culverts, drainage channels, ponds, etc. SCS will also confirm that the proposed
perimeter road design accommodates the installation of future drainage features in
accordance with the pending permit amendment application. All drainage features will be
sized to convey the 25-year, 24-hour storm event consistent with TCEQ regulations. Our fee
estimate assumes that fill within the 100-year floodplain will not be required, unless previously
approved by the landfill permit application, and that modification of the 100-year flood will not
be required (including modeling or authorization requests, i.e., CLOMR and LOMR) as a result
of the proposed perimeter road alignment. If modifications to the 100-year floodplain are
required, any necessary modeling or authorization requests can be provided as an additional
service.
x Soil Stockpiles and Construction Water – SCS will evaluate the amount of soil that will be
required for construction, and confirm acceptable locations for soil borrow areas (see Task 2).
Also, SCS will discuss with the City sources of water that will be needed for achieving
compaction of structural fill for perimeter road construction.
x Survey Control – The construction plans will be developed with horizontal and vertical control
needed to construct. Horizontal control will be based on the state plane coordinate system
currently being used at the landfill. Vertical control will be established from permanent control
monuments previously established at the landfill. SCS assumes that any additional survey
information needed for development of the construction plans will be provided by the City.
Construction Plans. SCS will prepare the one (1) set of construction plans required for the project.
Based on our understanding of the project objectives, the following construction plans will be
developed for the project:
• Cover Sheet
•General Notes
• Existing Conditions Plan
• Site Layout Plan (up to three drawings)
• Wheel Wash and Old Scale House Demolition Plan
• Plan/Profile Sheets for Header and Haul Road Extensions (up to eight drawings)
• Haul Road Details (proposed section, tie-in, and termination details; up to two drawings)
• Storm Water Drainage Details (up to two drawings)
• LFG Header and Waterline Details (up to three drawings)
• Construction Survey Control
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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SCS will submit construction plans to the City for review at 90 percent completion. Following submittal
of the 90 percent drawing set, SCS will meet with the City to discuss the contents of the plans.
Following the 90 percent completion review, SCS will incorporate the final modifications and sign/seal
the documents by a Professional Engineer registered in the State of Texas. Any other design reviews
can be provided as an additional service.
Task 4 – Technical Specifications and Bid Documents
SCS will prepare one (1) set of technical specifications and bid documents for the project. Bid
documents will be developed based on the City’s standards (Division 0), as provided by the City,
including but not limited to bid advertisement, information to bidders, general and special conditions,
bonds, etc. The necessary technical specifications will be developed using SCS’ standards for General
Requirements (Division 1) and materials and work required for the project (Division 2 through Division
16). Bid items will be clearly identified during preparation of the specifications. SCS specifications
will be developed to be compatible with applicable industry standards (American Society of Testing
and Materials [ASTM], American Concrete Institute, etc.).
It is anticipated that the following Division 2 through Division 16 technical specifications will be
incorporated into this project:
• Clearing and Grubbing
• Excavation, Backfill, Fill, and Grading
• Aggregates
• Geotextiles (Woven Geotextile, Geogrid, etc., as applicable)
• Erosion and Sedimentation Controls
• Erosion Control Blanket
• Seed, mulch, and fertilizer
• Concrete or Asphalt (as applicable)
• Reinforced Concrete Pipe and/or Box Culverts
• HDPE Pipe, Fittings, and Valves
• Condensate Management System
SCS will prepare the technical specifications and bid documents concurrently with the construction
plans (Task 2). At 90 percent completion, we will present the technical specifications and bid
documents for the City’s review along with the construction plans. Following the 90 percent
completion review, SCS will incorporate the final modifications and sign/seal the documents by a
Professional Engineer registered in the State of Texas.
Task 5 – Engineer’s Estimate of Probable Cost of Construction
SCS will perform the necessary quantity take-offs for bid items included in the project. SCS will provide
an engineer’s estimate of probable cost of construction, which will be supported by our quantity take-
offs for each bid item. SCS will prepare an engineer’s estimate following confirming the conceptual
layout and details (i.e., following the project planning meeting, see Task 1) for the City’s budgeting
purposes and at 90 percent completion for review and comment along with the construction plans,
specifications, and bid documents (Tasks 2 and 3). Following the City’s review, SCS will incorporate
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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the final modifications into the estimate and provide a final estimate at the completion of the
construction plans, specifications, and bid documents.
Task 6 – Bid-Support Services
This task includes bid-support services during the advertisement and award-phase of the construction
project. SCS will provide the following support services to the City during this task:
• Assist the City during advertisement for bid, including development of the invitation for bid as
well as notification to Contractors experienced with this type of construction project.
• Assist or perform, at the discretion of the City, the distribution of the Bid Documents to
interested Contractors through “E-Bid Denton County.”
• SCS will conduct and participate in a pre-bid meeting, which we recommend be mandatory for
bidders.
• Respond to technical questions or requests-for-clarification on the construction plans,
technical specifications, and bid documents on E-Bid Denton County.
• Issue addenda, if required, to all contractors who attend the pre-bid conference and are on the
plan holders list (our fee estimate assumes issuance of up to one addendum).
After the bid opening, SCS will review and tabulate the bid submittals, identify the apparent low bidder,
evaluate the qualifications of the low bidder, and make a recommendation of award of contract.
PROPOSED FEE AND SCHEDULE
SCS’ proposed fees for the above scope of services are provided in the table below. Additionally, SCS
proposes to perform each task on either a lump sum or time-an-material (T&M) basis as indicated in
the table below. Our current fee schedule is attached.
PROPOSED FEES
Task
No. Task Title Proposed Fee Billing Basis
1 Conceptual Layout and Project Planning Meeting $5,400.00 Lump Sum
2 Soil Analysis of Available Borrow Source(s) $8,995.00 T&M
3 Engineering Design and Preparation of
Construction Plans
$38,500.00 Lump Sum
4 Technical Specifications and Bid Documents $6,500.00 Lump Sum
5 Engineer’s Estimate and Probable Construction
Costs
$4,750.00 Lump Sum
6 Bid-Support Services $5,500.00 T&M
Project Total: $69,645.00
The following includes a preliminary schedule for completion of the work:
x Task 1 – 2 weeks following notice to proceed.
x Task 2 – 2 weeks following completion of Task 1.
Mr. Randall Morris
June 25, 2020, revised July 6, 2020
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x Tasks 3 and 4 – 90% submittals 12 weeks following completion of Task 1.
x Task 5 – Initial cost estimate submittal 2 weeks following completion of Task 1, and 90%
submittal 10 weeks following completion of Task 1.
x Tasks 3, 4, and 5 – final submittals will be provided 2 weeks following receipt of City
comments.
x Task 6 – anticipated 3 month duration.
CLOSING
We appreciate this opportunity to provide this proposal to you. If you have any questions, please
contact Ryan Kuntz, P.E. at (817) 358-6117.
Sincerely,
Brett DeVries, Ph.D., P.E. Ryan Kuntz, P.E.
Project Engineer Vice President/Satellite Office Manager
SCS ENGINEERS SSCS ENGINEERS
TBPE Registration No. F-3407
SCS ENGINEERS FEE SCHEDULE
(Effective April 1, 2020 through March 31, 2021)
Rate/Hour ($)
Business Unit Director ........................................................................ 230
Project Advisor ..................................................................................... 220
Satellite Office Manager ..................................................................... 220
Project Director II .............................................................................. 210
Project Director I ................................................................................. 195
Project Manager II ............................................................................. 175
Project Manager I .............................................................................. 165
CQA Manager ....................................................................................... 160
Senior Project Professional ................................................................ 160
Project Professional II ......................................................................... 135
Project Professional I .......................................................................... 130
Sr. Staff Professional ………………………………………………... 120
Staff Professional II ........................................................................... 115
Staff Professional I ............................................................................ 110
Associate Staff Professional ............................................................... 100
CAD Designer ....................................................................................... 125
CAD Draftsperson ................................................................................ 80
Office Service Manager ....................................................................... 105
Secretarial/Clerical ............................................................................. 75
Sr. Technician ...................................................................................... 100
Technician ............................................................................................ 90
CQA Technician .................................................................................... 70
1.The hourly rates are effective through March 31, 2021. Work performed thereafter is
subject to a new Fee Schedule issued for the period beginning April 1, 2021. Consistent
with federal regulations, a factor of 150% will be applied to overtime hours for field
personnel.
2.The above rates include salary, overhead, administration, and profit. Other direct
expenses, such as analyses of air, water and soil samples, reproduction, travel,
subsistence, subcontractors, long distance telephone, computers, etc., are billed at actual
cost plus 15 percent. Vehicle mileage is billed at $0.66 per mile for autos and $0.76 per
mile for company trucks. Daily rates apply on long-term projects.
3.Invoices will be prepared monthly for work in progress unless otherwise agreed. Invoices
are due and payable upon receipt.
4.Payment of SCS Invoices for services performed will not be contingent upon the client's
receipt of payment from other parties, unless otherwise agreed. Client agrees to pay legal
costs, including attorney's fees, incurred by SCS in collecting any amount past due and
owing on client's account.
5.For special situations, such as expert court testimony and limited consultation, hourly
rates for principals of the firm will be on an individually-negotiated basis.
Exhibit
CONFLICT OF INTEREST QUESTIONNAIRE - FORM CIQ
For vendor or other person doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session.
This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as
defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local government entity not later than the 7th business day after
the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code.
A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a
misdemeanor.
1 Name of vendor who has a business relationship with local governmental entity.
2
Check this box if you are filing an update to a previously filed questionnaire.
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business
day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.)
3 Name of local government officer about whom the information in this section is being disclosed.
Name of Officer
This section, (item 3 including subparts A, B, C & D), must be completed for each officer with whom the vendor has an employment or other business relationship
as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the vendor?
Yes No
B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer
named in this section AND the taxable income is not received from the local governmental entity?
Yes No
C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an
officer or director, or holds an ownership of one percent or more?
Yes No
D. Describe each employment or business and family relationship with the local government officer named in this section.
4
I have no Conflict of Interest to disclose.
5
Signature of vendor doing business with the governmental entity Date
"!!
Certificate Of Completion
Envelope Id: E17121B2DE7140B38F7AC295803760C5 Status: Completed
Subject: Please DocuSign: City Council Contract 7109-011 Gas Header, Water Line and Road Design
Source Envelope:
Document Pages: 28 Signatures: 6 Envelope Originator:
Certificate Pages: 6 Initials: 1 Crystal Westbrook
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-06:00) Central Time (US & Canada)
901B Texas Street
Denton, TX 76209
crystal.westbrook@cityofdenton.com
IP Address: 198.49.140.104
Record Tracking
Status: Original
7/23/2020 3:36:04 PM
Holder: Crystal Westbrook
crystal.westbrook@cityofdenton.com
Location: DocuSign
Signer Events Signature Timestamp
Crystal Westbrook
crystal.westbrook@cityofdenton.com
Buyer
City of Denton
Security Level: Email, Account Authentication
(None)
Completed
Using IP Address: 198.49.140.104
Sent: 7/23/2020 3:44:20 PM
Viewed: 7/23/2020 3:45:02 PM
Signed: 7/23/2020 3:49:37 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Lori Hewell
lori.hewell@cityofdenton.com
Purchasing Manager
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.10
Sent: 7/23/2020 3:49:40 PM
Viewed: 7/23/2020 4:19:39 PM
Signed: 7/23/2020 4:20:18 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Mack Reinwand
mack.reinwand@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.104
Sent: 7/23/2020 4:20:19 PM
Viewed: 7/23/2020 4:26:20 PM
Signed: 7/23/2020 4:26:42 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Ryan Kuntz
rkuntz@scsengineers.com
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 99.103.207.251
Sent: 7/23/2020 4:26:44 PM
Viewed: 7/29/2020 4:58:26 PM
Signed: 7/29/2020 5:13:24 PM
Electronic Record and Signature Disclosure:
Accepted: 7/29/2020 4:58:26 PM
ID: 489780a3-d69f-48e7-8c59-389fa7d501a6
Signer Events Signature Timestamp
Brian Boerner
brian.boerner@cityofdenton.com
Director of Solid Waste
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 38.65.73.242
Sent: 7/29/2020 5:13:27 PM
Resent: 7/30/2020 9:40:19 AM
Viewed: 7/30/2020 12:19:57 PM
Signed: 7/30/2020 12:21:48 PM
Electronic Record and Signature Disclosure:
Accepted: 7/30/2020 12:19:57 PM
ID: 57318346-cf38-4e66-88a4-355aa50e9592
Cheyenne Defee
cheyenne.defee@cityofdenton.com
Contract Administrator
City of Denton
Security Level: Email, Account Authentication
(None)
Completed
Using IP Address: 198.49.140.104
Sent: 7/30/2020 12:21:51 PM
Viewed: 8/19/2020 8:13:33 AM
Signed: 8/19/2020 8:13:54 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Todd Hileman
Todd.Hileman@cityofdenton.com
City Manager
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 47.184.93.41
Sent: 8/19/2020 8:13:58 AM
Viewed: 8/19/2020 10:28:37 AM
Signed: 8/19/2020 10:28:47 AM
Electronic Record and Signature Disclosure:
Accepted: 7/25/2017 11:02:14 AM
ID: 57619fbf-2aec-4b1f-805d-6bd7d9966f21
Rosa Rios
rosa.rios@cityofdenton.com
City Secretary
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.104
Sent: 8/19/2020 10:28:51 AM
Viewed: 8/19/2020 10:33:57 AM
Signed: 8/19/2020 10:34:47 AM
Electronic Record and Signature Disclosure:
Accepted: 8/19/2020 10:33:57 AM
ID: dc363005-3b85-4220-938c-c4051daaf0cc
In Ierson Signer Events Signature Timestamp
Editor DeliverI Events Status Timestamp
Igent DeliverI Events Status Timestamp
IntermediarI DeliverI Events Status Timestamp
CertiIied DeliverI Events Status Timestamp
CarIon CopI Events Status Timestamp
Cheyenne Defee
cheyenne.defee@cityofdenton.com
Contract Administrator
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 7/23/2020 3:49:40 PM
Electronic Record and Signature Disclosure:
CarIon CopI Events Status Timestamp
Not Offered via DocuSign
Sherri Thurman
sherri.thurman@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 7/30/2020 12:21:51 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Zolaina Parker
Zolaina.Parker@cityofdenton.com
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 8/19/2020 10:34:50 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Arturo Garcia
Arturo.Garcia@cityofdenton.com
Security Level: Email, Account Authentication
(None)
Sent: 8/19/2020 10:34:51 AM
Viewed: 8/19/2020 10:39:37 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Iitness Events Signature Timestamp
IotarI Events Signature Timestamp
Envelope SummarI Events Status Timestamps
Envelope Sent Hashed/Encrypted 8/19/2020 10:34:51 AM
Certified Delivered Security Checked 8/19/2020 10:34:51 AM
Signing Complete Security Checked 8/19/2020 10:34:51 AM
Completed Security Checked 8/19/2020 10:34:51 AM
IaIment Events Status Timestamps
Electronic Record and Signature Disclosure
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" "#
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