HomeMy WebLinkAbout23-1272ORDiNANCE NO. 23-1272
AN ORDINANCE APPROVING A WATER AND WASTEWATER UTILITY RELOCATION
STANDARD UTILITY AGREEMENT (“AGREEMENT”) BY AND BETWEEN THE CITY OFDENTON (“CITY”) AND THE TEXAS DEPARTMENT OF TRANSPORTATION (“TXDOT”),FOR THE REIMBURSEMENT OF ELIGIBLE COSTS INCURRED IN THE ADJUSTMENT,REMOVAL. AND RELOCATION OF CITY FACILITIES OF BOTH WATER ANDWASTEWATER UTILITIES ALONG 1-35E FROM US 380/UNIVERSITY TO MILAM ROAD
(“ UTILITY RELOCATIONS PROJECT (TXDOT CSJ# 0195-02-074), WITHIN THE COUNTYAND CITY OF DENTON, TEXAS; AUTHORIZING THE CITY MANAGER, OR DESIGNEE,TO EXECUTE AND DELIVER THE AGREEMENT; PROVIDING FOR THE EXPENDITUREOF FUNDS IN AN AMOUNT NOT TO EXCEED $8,071,662.47 FOR WATER ANDWASTEWATER UTILITY RELOCATION EFFORTS; AND PROVIDING AN EFFECTIVEDATE
WHEREAS, the TxDOT has deemed it necessary to make certain highway improvements as
designated by the State and approved by the Federal Highway Administration within the limits of
the highway as indicated for the 1-35 E From US 380 to Milam Road Utility Relocation Project(“Utility Relocation Project”);
WHEREAS, TxDOT has expanded their right-of-way through the 1-35E corridor within the
Denton city limits in anticipation of the TxDOT’s 1-35E Widening project with a current project
letting schedule of September 2023; and
WHEREAS, the proposed Utility Relocation Project will necessitate the adjustment,
removal, and/or relocation of certain facilities of the City as indicated in the following statement ofwork:
1)CS J 074 Water Line: Install approximately 12,643 LF of 20” HDPE, 279 LF of 12” PVC,
longitudinal to IH35 from IH35 Sta 2230+71 to IH35 Sta 2360+33. Install approximately
1,142 LF of 30" steel casing, longitudinal to IH35 with two Crossings of Barthold Rd
and Hwy 77 at 1-35 ML Sta 2237+09 and Sta 2230+71. Approximately 14,3 13 LF of 16”,919 LF of 12”. 188 LF of 8”. and 50 LF of 6”, water line in easement that is in conflict
with right-of-way expansion and pavement is to be abandoned.
CS J 074 Wastewater: abandon 12,214 LF of 4” wastewater in conflict with pavement &
right- of-way; and
2)
WHEREAS, the City of Denton is responsible for relocating the City’s utilities currently
located within the recently acquired TxDOT right-of-way; and
WHEREAS, in an effort to meet TxDOT’s anticipated roadway construction schedule, the
City’s Utility Relocation Project will relocate both water and wastewater utilities out of TxDOT’s
recently expanded right-of-way between US-380 and Milam Rd; and
WHEREAS, the TxDOT will participate in the costs of the adjustment, removal, and
relocation of certain facilities to the extent as may be eligible for State and/or Federal participation;and
WHEREAS, TxDOT, upon receipt of evidence it deems sufficient, acknowledges the City’s
interest in certain lands and facilities that entitle it to reimbursement for the adjustment, removal,
and relocation of certain of its facilities located upon the lands as indicated in the statement of work;and
WHEREAS, TxDOT will, upon satisfactory completion of the adjustment, removal, and/or
relocation and upon receipt of final billing prepared in an approved form and manner and accounting
for any intermediate payments, make payment in the amount of 90 percent (90%) of the eligible
costs as shown in the final billing prior to audit and after such audit shall make an additional final
payment totaling the reimbursement amount found eligible for State reimbursement.
WHEREAS, the City Council having considered the importance of the project to the citizens
of Denton and finding that it is in the public's health and safety interest, is of the opinion that itshould approve the Agreements; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The recitals contained in the preamble of this ordinance are hereby
incorporated into the body of this ordinance are true and correct.
SECTION 2. The City Manager, or designee, is authorized to expend funs in the amount
of expenditure of funds in the amount of Eight Million, Seventy-one Thousand, Six Hundred Sixty-two and 47/100 Dollars ($8,071,662.47) for the 1-35 E From US 380 to Milam Road Utility
Relocation Project in the City and County of Denton.
SECTION 3. The City Manager, or designee, is hereby authorized to execute on behalf
of the City the Water and Wastewater Standard Utility Agreement No. U00017637, a copy of
which is attached hereto as Exhibits " A" and made a part hereof for all purposes.
SECTION 4. The City Manager, or designee, is further authorized to carry out all
obligations and duties of the City as set forth in the Agreement, including but not limited to the
expenditure of funds.
SECTION 5. That this ordinance shall become effective immediately upon its passage
and approval.
[Signatures to appear on the following page]
S e C O n d eUy 1r1n1g=S=F P rava S C# 2InI VV a S 1r1:E V]: e :r d in an C : twas passed id
the following vote U - in :
and
approved by
Aye
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Nay Abstain Absent
Gerard Hudspeth, Mayor:
Vicki Byrd, District 1 :
Brian Beck, District 2:
Paul Meltzer, District 3 :
Joe Holland, District 4:
Brandon Chase McGee, At Large Place 5 :
Chris Watts, At Large Place 6:y/
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PASSED AND APPROVED this the #day of V e 2023
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ATTEST:
JESUS SAL
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ITY SECRETARY
APPROVED AS TO LEGAL FORM
MACK REINWAND, CITY ATTORNEY
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4777 US HIGHWAY 80 EAST, MESQUITE, TX 75150-6643 | 214.320.6100 | WWW.TXDOT.GOV
OUR VALUES: People • Accountability • Trust • Honesty
OUR MISSION: Connecting You With Texas
An Equal Opportunity Employer
July 28, 2023
Mr. Sarah Hensley, City Manager City of Denton
1659 Spencer Rd. Denton, TX 76205
RE: Approved Standard Utility Agreement – Utility ID U00017637
City of Denton
IH 35 Project from: US 77 North of Denton to: Cooke County Line
RCSJ: 0195-02-079 / CCSJ: 0195-02-074
Federal Project Number: NH 2020 (576)
Denton County
Dear Ms. Hensley,
The Texas Department of Transportation is pleased to forward a fully executed copy of the approved
Standard Utility Agreement for the above referenced utility relocation project. The Agreement
assembly consists of the following:
1.Standard Utility Agreement (Form ROW-U-35)
2.Plans, Specifications, and Estimated Costs (Attachment “A”)
3.Accounting Method (Attachment “B”)
4.Schedule of Work (Attachment “C”)
5.Statement Covering Contract Work (Attachment “D”)
6.Utility Joint Use Agreement/Utility Installation Review (Form ROW-U-JUA) (Attachment “E”)
7.Eligibility Ratio (Attachment “F”)
8.Betterment Calculation and Estimate (Attachment “G”)
9.Proof of Property Interest (Attachment “H”)
Also attached are the specifications for utility construction including: General Utility Installations,
Water and Sanitary Sewer Lines, Trench Excavation and Pit Location, Construction of Highway
Crossing by Bore, Construction of Highway Crossing by Tunnel, Backfill Specifications, "Buy America"
guidelines, and a copy of Form 1818.
Planned construction on the above project requires that utilities, "In Conflict", be relocated or
adjusted. This utility adjustment consists of relocating approximately 12,643 LF of 20” HDPE, 279 LF
of 12” PVC, longitudinal to IH 35 from IH 35 STA 2230+71 to IH 35 STA 2360+33; 1,142 LF of 30”
steel casing, longitudinal to IH 35 with two crossings of Barthold Road and Highway 77 at IH 35 STA
2237+09 and STA 2230+71. This project includes 12,214 LF of 4” wastewater to be abandoned, in
addition to 14,313 LF of 16”, 919 LF of 12”, 188 LF 8”, and 50 LF of 5” water line to be abandoned
in an easement that is in conflict with the ROW expansion and pavement. Facilities will be uniformly
aligned and installed in accordance with the Utility Accommodation Rules.
The City of Denton has submitted a calculated total estimated cost for this adjustment of
$8,071,662.47. The replacement is all in kind with no betterment dollar value. There is no elective
betterment or declared salvage credit associated with this plan of adjustment.
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OUR VALUES: People • Accountability • Trust • Honesty
OUR MISSION: Connecting You With Texas
An Equal Opportunity Employer
This adjustment is eligible for state cost participation in accordance with the provisions of 23 CFR
645 A. The eligibility ratio is 100% of eligible costs for the relocation of Utilities on Federal Aid
Interstate projects. Based upon linear footage of the existing facilities, in private easement, an
eligibility ratio of 100% has been established (see Attachment “F” for calculations).
“Buy America" items have been identified within this agreement.
All quantities in the estimate portion of the agreement are preliminary. Final quantities and
participation will be based on the costs of actual work performed.
Subject to Texas Transportation Code Section 203.094, TxDOT may reduce reimbursement to the
utility by 10 percent for each 30-day period or portion of a 30-day period by which the relocation
exceeds the limit specified in the agreement.
Billing submittals to TxDOT must have a cover letter that includes the following information to
facilitate expeditious processing of payments due:
1. Highway Name – RCSJ 0195-02-079 – City of Denton (ROWIS U# NA/Utility ID
U00017637)
2. Starting and Ending Dates of Construction
3. If applicable, “Buy America” Certification must be notarized and submitted on Material
Statement (Form 1818).
4. The Street Address where all records pertaining to this job can be accessed for audit.
These records must be maintained for a 3-year minimum from the date of completion.
5. The Utility’s 11 Digit Texas Taxpayer Number and 3 Digit Mail Code
6. If applicable, a copy of all Bid Tabulations received.
7. Final or partial invoices must include a detailed itemized billing submittal consistent with
the same format as the original estimate. Supporting documentation is also required. If
billing submittal deviates significantly from the approved estimate, an explanation will be
needed.
The TxDOT Area Engineer (AE) is Amanda Miller, P.E., at the Denton County Area Office. The Area
Engineer will be certifying that work was done in accordance with these plans and specifications, and
that materials specified, or equivalent have been used. Attention should be paid to backfill, cleanup
requirements, and erosion control. These must be accomplished to the satisfaction of the Project
Engineer.
The Area Office Utility Coordinator must be notified to arrange a pre-construction meeting 5 working
days prior to starting construction. The agenda for this meeting shall include the following: a)
Construction Safety, b) Traffic Control Plan, c) Scheduled Project Starting and Completion Dates, and
d) Prior to installation, all "Buy America" compliant items must be shown on the Material Statement
(Form 1818) with each item’s supporting documentation included. The Utility Coordinator for this
Area Office is Leonard Chapman (940) 230-5350.
Questions regarding this adjustment may be directed to Jose Olivares at (214) 319-6507.
Sincerely,
John Hudspeth, P.E.
Deputy District Engineer, Dallas District
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OUR VALUES: People • Accountability • Trust • Honesty
OUR MISSION: Connecting You With Texas
An Equal Opportunity Employer
Attachments
cc: Lesley Taylor
Darla Payberah, P.E.
Travis Campbell, P.E.
Amanda Miller P.E.
Sarah Hensley
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
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Form ROW-U-35
(Rev.10/20)
Page 1
________________________________
Initial Date Initial Date
TxDOT Utility
STANDARD UTILITY AGREEMENT
U Number: N/A Utility ID: U00017637
District: Dallas County: Denton
Federal Project No.: NH2020(576)Highway: IH35
ROW CSJ: 0195-02-079 From: US 77
Highway Project Letting Date:To:
This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission,
(“State”),and City of Denton, (“Utility”),acting by and through its duly authorized representative, shall be effective
on the date of approval and execution by and on behalf of the State.
WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State
and approved by the Federal Highway Administration within the limits of the highway as indicated above (the
“Highway Project”);
WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain
facilities of the Utility as indicated in the following statement of work: CSJ 074 Water Line: Install approximately
12,643 LF of 20” HDPE, 279 LF of 12” PVC, longitudinal to IH35 from IH35 Sta 2230+71 to IH35 Sta 2360+33.
Install approximately 1,142 LF of 30" steel casing, longtinudinal to IH35 with two Crossings of Barthold Rd and Hwy
77 at I-35 ML Sta 2237+09 and Sta 2230+71. Approximately 14,313 LF of 16”, 919 LF of 12”, 188 LF of 8”, and 50
LF of 6”, water line in easement that is in conflict with ROW expansion and pavement is to be abandoned.
CSJ 074 Wastewater: abandon 12,214 LF of 4” wastewater in conflict with pavement & ROW; and more specifically
as shown in the Utility’s plans, specifications and estimated costs, which are attached hereto as Attachment “A”.
WHEREAS,the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to
the extent as may be eligible for State and/or Federal participation.
WHEREAS, the State,upon receipt of evidence it deems sufficient, acknowledges the Utility’s interest in certain
lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its
facilities located upon the lands as indicated in the statement of work above.
NOW, THEREFORE, BE IT AGREED:
The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility’s facilities
up to the amount said costs may be eligible for State participation.
All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility,
the development and reimbursement of costs, any environmental requirements, and retention of records will be in
accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal
Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National
Environmental Policy Act, 42 U.S.C. §§ 4321, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR
635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and
Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645,
Subpart B.
The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules,
regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility.
January 2024 Cooke County Line
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Form ROW-U-35
(Rev. 10/20)
Page 2
________________________________
Initial Date Initial Date
TxDOT Utility
The Utility shall not commence any physical work, including without limitation site preparation, on the State’s right
of way or future right of way, until TxDOT provides the Utility with written authorization to proceed with the physical
work upon TxDOT’s completion and clearance of its environmental review of the Highway Project. Any such work
by the Utility prior to TxDOT’s written authorization to proceed will not be eligible for reimbursement and the Utility
is responsible for entering any property within the proposed limits of the Highway Project that has not yet been
acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization
to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required
only when TxDOT has not obtained completion and clearance of its environmental review of the Highway Project
prior to the execution of this Agreement by the State and the Utility.
The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and
the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are
composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility,
use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required
attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the
facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation
or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility
becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface
Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility
in the adjustment, removal, and relocation of the Utility’s facilities; and (3) removal and replacement of the non-
compliant products.
The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs
in accordance with a work order accounting procedure prescribed by the State, or may, with the State’s approval,
accumulate actual direct and related indirect costs in accordance with an established accounting procedure
developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after
completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation,
within one (1) year after completion of the work may result in forfeiture of payment for said work.
When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when
properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing.
Intermediate payments shall not be construed as final payment for any items included in the intermediate payment.
The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final
billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in
the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit
shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement.
Alternatively, the State agrees to pay the Utility an agreed lump sum of $N/A as supported by the attached
estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and
upon receipt of a final billing, make payment to the Utility in the agreed amount.
Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to
perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion
date which is attached hereto in Attachment “C”. The completion date shall be extended for delays caused by
events outside the Utility’s control, including an event of Force Majeure, which shall include a strike, war or act of
war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood
or other act of God, sabotage, or other events, interference by the State or any other party with the Utility’s ability
to proceed with the work, or any other event in which the Utility has exercised all due care in the prevention thereof
so that the causes of other events are beyond the control and without the fault or negligence of the Utility.
This agreement in its entirety consists of the following elements:
Standard Utility Agreement – ROW-U-35;
• Plans, Specifications, and Estimated Costs (Attachment “A”);
• Accounting Method (Attachment “B”);
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Form ROW-U-35
(Rev. 10/20)
Page 3
________________________________
Initial Date Initial Date
TxDOT Utility
• Schedule of Work (Attachment “C”);
• Statement Covering Contract Work – ROW-U-48 (Attachment “D”);
• Utility Joint Use Agreement – ROW-U-JUA and/or Utility Installation Request – Form 1082 (Attachment
“E”);
• Eligibility Ratio (Attachment “F”);
• Betterment Calculation and Estimate (Attachment “G”); and
• Proof of Property Interest – ROW-U-Affidavit (Attachment “H”).
All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from
the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs
covered by a modification or amendment of this agreement or a written change or extra work order approved by the
State and the Utility.
This agreement is subject to cancellation by the State at any time up to the date that work under this agreement
has been authorized, and such cancellation will not create any liability on the part of the State.However, the State
will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement.
The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under
this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract
or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under
the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds.
An entity that is the subject of an audit or investigation must provide the state auditor with access to any information
the state auditor considers relevant to the investigation or audit.
The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the
limits of the law.
It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that
the State makes no warranties or representations regarding the existence or location of utilities currently within its
right of way.
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Form ROW-U-35
(Rev. 10/20)
Page 4
______ ________________ __________
Initial Date Initial Date
TxDOT Utility
The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the
party represented.
UTILITY EXECUTION RECOMMENDED:
Utility: City of Denton
Name of Utility Director of TP&D (or designee), Dallas District
By:
Authorized Signature
THE STATE OF TEXAS
Executed and approved for the Texas
Transportation Commission for the purpose
and effect of activating and/or carrying out the
orders, established policies or work programs
heretofore approved and authorized by the
Texas Transportation Commission.
Print or Type Name
Title:
Date:
By:
District Engineer (or designee)
Date:
Sara Hensley
City Manager
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7/31/2023
7/31/2023
8/2/2023
Form ROW-U-35
(Rev. 10/20)
Page 5
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “A”
Plans, Specifications, and Estimated Costs
All material items within cost estimate that must meet Buy America or Steel and Iron
Preference Provision requirements must be indicated with an asterisk (*).
Currently,we do not have Buy America required materials planned for this project. In
the event that Buy America compliant materials are used during construction on this
project, compliance documentation will be provided.
There are non-domestic iron and steel materials in this project that fall under the De
Minimus equation. Calculation showing the total cost does not exceed one-tenth of one
percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is
greater is required.
We understand the Buy America Compliance Requirements and will supply the required
documentation to TxDOT indicating compliance with this provision. The following
documents will be supplied prior to installation of the materials:
1) Form 1818 - Material Statement
2) Material Test Reports or Certifications
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CITY OFFICIALS:
MAY 2023
MAYOR.................................................
COUNCIL MEMBERS:
DISTRICT 1...........................................
DISTRICT 2...........................................
DISTRICT 3...........................................
DISTRICT 4...........................................
AT LARGE PLACE 5.............................
AT LARGE PLACE 6.............................
DIRECTOR OF WATER AND STEPHEN GAY
WASTEWATER UTILITIES
CITY ENGINEER REBECCA DIVINEY, P.E.
PROJECT MANAGER, KYLE PEDIGO
SR. ENGINEER
CAPITAL PROJECTS
GERARD HUDSPETH
VICKI BYRD
BRIAN BECK
JESSE DAVIS
BRANDON MCGEE
CHRIS WATTS
SHEET INDEX:
IH-35 UTILITY RELOCATIONS
THE CITY OF DENTON, TEXAS
PLANS FOR THE:
IFB NO. 7968-003
PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/20231
1
ADD TO SET
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)GENERAL NOTES:
LEGEND:GENERAL NOTES I2
PROJECT SPECIFIC NOTES:
1.ALL MATERIALS SHALL USE DOMESTICALLY MANUFACTURED PRODUCTS THAT ARE
COMPOSED PREDOMINATELY OF STEEL AND/OR IRON TO INCORPORATE INTO THE
PERMANENT INSTALLATION OF THE UTILITY FACILITY - IN COMPLIANCE WITH THE BUY
AMERICA PROVISIONS OF 23 CFR 635.410 AS AMENDED.
2.THE CONTRACTOR MAY BE REQUIRED TO USE TEMPORARY PLUGS FOR SEQUENCING OF
CONSTRUCTION AND TESTING OF PROPOSED WATER LINES. TEMPORARY PLUGS SHALL BE
CONSIDERED SUBSIDIARY TO THE PIPELINE INSTALLATION AND NO SEPARATE PAYMENT
SHALL BE MADE.
3.CONTRACTOR SHALL SEQUENCE WORK BY PRIORITIZING TXDOT CROSSINGS AND AVAILABLE
LAND/EASEMENTS. THIS WILL PRIMARILY START WITH WLA (074) AND FMA (087) INITIALLY.
4.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF PROPOSED
CONNECTIONS PRIOR TO FABRICATION OF PROPOSED PIPING. VERIFICATION OF TIE-IN
LOCATIONS SHALL BE SUBSIDIARY TO CONNECTION BID ITEMS AND NO SEPARATE PAYMENT
SHALL BE MADE.
5.ALL OUTLETS, APPURTENANCES, AND FITTINGS FOR DUCTILE IRON PIPE ALTERNATIVE SHALL
BE MECHANICAL JOINT, EXCEPT WHERE NOTED OTHERWISE.
6.IF HDPE IS THE PIPE MATERIAL SELECTED FOR THE 16" LINE, THIS WILL REQUIRE AN UPSIZE
IN DIAMETER TO 20" DR-11 HDPE. GATE VALVES/APPURTENANCES ARE TO REMAIN AS THE
SIZES SHOWN IN THE DRAWINGS, THEREFORE, REDUCERS WOULD BE REQUIRED TO TIE INTO
THE SIZES SHOWN.
7.CORROSION PROTECTION REQUIREMENTS: THE CONTRACTOR WILL BE REQUIRED TO
FURNISH AND INSTALL THE FOLLOWING CORROSION PROTECTION SYSTEMS.
DUCTILE IRON PIPE
a.A CORROSION CONTROL SYSTEM CONSISTING 8-MIL V-BIO ENHANCED POLYETHYLENE
ENCASEMENT, AND ZINC COATED PIPE IN ACCORDANCE WITH ISO 8179-1
b.JOINT BONDING
c.JOINT ISOLATION AT CONNECTIONS TO EXISTING NON-PVC PIPELINES
d.ELECTRICAL ISOLATION AT CASED CROSSINGS
S
1.ALL CONSTRUCTION WITHIN THE STATE RIGHT OF WAY WILL REQUIRE COMPLIANCE TO TxDOT
STANDARD SPECIFICATIONS, STANDARD PLANS AND THE TEXAS MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
2.SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 1,
2014 AND SPECIFICATION ITEMS LISTED AS FOLLOWS SHALL GOVERN ON THIS PROJECT FOR
ALL WORK WITHIN THE STATE RIGHT OF WAY.
3.TRAFFIC CONTROL MUST BE MAINTAINED THROUGHOUT THE DURATION OF WORK WITHIN
TxDOT ROW.
4.THERE MAY BE TIMES WHERE INTERRUPTION OF A PARTICULAR CONSTRUCTION SEQUENCE
MAY BE REQUIRED DUE TO COORDINATION WITH TXDOT OR OTHER UTILITY CONTRACTORS. NO
ADDITIONAL PAYMENT WILL BE CONSIDERED FOR SUCH INTERRUPTIONS, DELAYS,
RE-MOBILIZATIONS, OR ANY OTHER ACTIVITIES RELATED TO THIS COORDINATION.
5.ALL DISTURBED ROW MUST BE RE-VEGETATED WITH SOD AND MAINTAINED UNTIL VEGETATION
IS RE-ESTABLISHED.
6.ALL LANE CLOSURES MUST BE COORDINATED WITH BOTH TxDOT AND MUNICIPALITY
INSPECTORS.
7.CONTRACTOR TO CONTACT TxDOT 48 HOURS PRIOR TO BEGIN CONSTRUCTION.
8.CONTRACTOR TO ENSURE MINIMUM DEPTH OF 60" FROM TOP OF CASING TO TOP OF GRADE IN
TXDOT ROW AND THAT THE LENGTH OF ANY ENCASEMENT UNDER THE ROADWAY SHALL BE
PROVIDED FROM TOP OF BACKSLOPE TO TOP OF BACKSLOPE FOR CUT SECTIONS, 5' BEYOND
THE TOE OF SLOPE FOR FILL SECTIONS, AND 5' BEYOND THE FACE OF THE CURB FOR CURB
SECTIONS.
9.CONTRACTOR SHALL MAINTAIN A 24" MINIMUM CLEARANCE FROM HIGHWAY STRUCTURES AND
ALL OTHER EXISTING UTILITIES (UNLESS MORE IS REQUIRED).
TxDOT STANDARD NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER
PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH
RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS
APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH
UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD.
THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND, THE CONTRACTOR SHALL
HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND
DATA (FOR LOCATING ALL UNDERGROUND FACILITIES FOR COORDINATION OF THE WORK
WITH THE CITY OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION) FOR THE
SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING
FROM THE WORK, THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN
THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY
COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION.
2.NOTIFY THE CITY OF DENTON TO LOCATE EXISTING CITY UTILITIES PRIOR TO
CONSTRUCTION.
3.CAUTION! BURIED GAS LINES EXIST ALONG THIS PROJECT. CONTACT EXPLORER GAS,
THOMAS MARTINEZ (918-493-5104) 48 HOURS PRIOR TO EXCAVATION.
3.CAUTION! BURIED GAS LINES EXIST ALONG THIS PROJECT. CONTACT ATMOS, OMAR
CAMPOS (940-380-7463) 48 HOURS PRIOR TO EXCAVATION.
4.CAUTION! BURIED TELEPHONE CABLES EXIST ALONG THIS PROJECT. CONTACT THE
APPROPRIATE FRANCHISE 48 HOURS PRIOR TO EXCAVATION: VERIZON (972-318-5260), GTE
(940-381-9294), ZAYO (817-665-4702), AND AT&T (817-338-6013).
5.CAUTION! BURIED ELECTRIC CABLES EXIST ALONG THIS PROJECT. CONTACT THE
APPROPRIATE FRANCHISE 48 HOURS PRIOR TO EXCAVATION: COSERV (940-321-7800) AND
DENTON MUNICIPAL ELECTRIC (940-349-8700).
6.FOLLOW OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) REGULATIONS AND
WORK A SAFE DISTANCE FROM ALL POWER LINES. WHENEVER WORK IS TO BE PERFORMED
NEAR OVERHEAD LINES, OSHA REQUIRES THAT WORKMEN AND ANY EQUIPMENT OR TOOLS
BEGIN OPERATED OR HANDLED BE KEPT A SAFE DISTANCE FROM POWER LINES. OSHA
ALSO REQUIRES THAT THE POWER LINES SHALL EITHER BE DE-ENERGIZED AND GROUNDED
OR OTHER PROTECTIVE MEASURES SHALL BE TAKEN BEFORE WORK IS STARTED. OSHA
HAS PRESCRIBED CERTAIN DISTANCES THAT WORKMEN, TOOLS, AND EQUIPMENT MUST BE
KEPT FROM OVERHEAD LINES. 10 FEET IS THE DISTANCE FOR POWER LINES OF 50,000
VOLTS OR LESS. 11 FEET IS THE DISTANCE FOR POWER LINES OF 138,000 VOLTS.
7.CONSTRUCTION SURVEYING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL VERIFY CONTROL MONUMENTATION PRIOR TO CONSTRUCTION AND
SUBMIT DOCUMENTATION OF VERIFICATION TO THE CITY AND ENGINEER.
8.CONTRACTOR SHALL RE-ESTABLISH ANY PROPERTY MARKER, BENCHMARK, ETC.
DISTURBED DURING CONSTRUCTION TO ITS ORIGINAL LOCATION AT NO COST TO CITY.
9.ONLY THOSE ITEMS LISTED IN THE BID TABULATION WILL BE MEASURED AND PAID FOR AT
THE UNIT PRICE REQUIRED TO COMPLETE THE PROJECT. ALL OTHER WORK SHALL BE
CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID, AND NO SEPARATE PAYMENT SHALL
BE MADE.
10.THE CONTRACTOR SHALL NOTIFY THE CITY OF DENTON 48 HOURS PRIOR TO START OF ANY
CONSTRUCTION.
11.THE CONTRACTOR SHALL NOTIFY LANDOWNERS AT LEAST 48 HOURS PRIOR TO ENTERING
PROPERTY.
12.CLEARING AND GRUBBING MAY BEGIN NO SOONER THAN ONE MONTH PRIOR TO PIPE
TRENCHING OPERATIONS. PIPE STRINGING SHALL BE NO MORE THAN ONE WEEK PRIOR TO
PIPE LAYING. BACKFILL SHALL BE COMPLETED NO MORE THAN ONE DAY AFTER PIPE
LAYING. CLEANUP AND SURFACE RESTORATION SHALL BE COMPLETED NO MORE THAN
ONE MONTH AFTER PIPE LAYING. THE SITE SHALL BE KEPT CLEAN OF TRASH AT ALL TIMES.
FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN WITHHOLDING SOME OR
ALL PAYMENT TO THE CONTRACTOR.
13.ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC., FOR THE GUIDANCE AND
PROTECTION OF TRAFFIC AND PEDESTRIANS SHALL CONFORM TO THE INSTALLATIONS AND
LOCATIONS SHOWN IN THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(TMUTCD), AS CURRENTLY AMENDED, AS PUBLISHED BY TEXAS DEPARTMENT OF
TRANSPORTATION.
14.CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC ON ALL OPEN-CUT ROADS
AT ALL TIMES, AND CONSTRUCT TEMPORARY BYPASS IF NECESSARY.
15.THE CONTRACTOR SHALL GIVE THE CITY 5 DAYS NOTICE IN ADVANCE OF THE TIME A
STREET SIGN IS TO BE REMOVED TO CLEAR CONSTRUCTION OPERATIONS. AT NO TIME WILL
THE CONTRACTOR REMOVE OR RELOCATE A STOP OR YIELD SIGN WITHOUT PRIOR
APPROVAL BY THE CITY.
16.CONTRACTOR SHALL COORDINATE DRIVEWAY CLOSURES WITH PROPERTY OWNERS PRIOR
TO BEGINNING WORK. DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES IF POSSIBLE.
ACCESS SHALL BE MAINTAINED AT ALL TIMES. DEPTH OF DRIVEWAY REPAIR SHALL MATCH
DEPTH OF EXISTING SURFACE.
17.THE CONTRACTOR SHALL PLAN HIS WORK SEQUENCE IN A MANNER THAT WILL CAUSE THE
MINIMUM INTERFERENCE WITH TRAFFIC DURING CONSTRUCTION OPERATIONS. BEFORE
BEGINNING WORK ON THIS PROJECT, THE CONTRACTOR SHALL SUBMIT A PLAN FOR
CONSTRUCTION OPERATIONS OUTLINING, IN DETAIL, A SEQUENCE OF WORK TO BE
FOLLOWED, SETTING OUT THE METHOD OF HANDLING TRAFFIC ALONG, ACROSS, AND
ADJACENT TO THE WORK.
18.IF AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR'S PROPOSED PLAN OF
OPERATION FOR HANDLING TRAFFIC DOES NOT PROVIDE FOR SAFE, COMFORTABLE
MOVEMENT, THE CONTRACTOR SHALL IMMEDIATELY CHANGE HIS OPERATIONS TO
CORRECT THE UNSATISFACTORY CONDITION.
19.TEMPORARY SIGNS WILL BE REQUIRED DURING CONSTRUCTION FOR THE EXISTING
SIGNING WHICH INTERFERES WITH THE CONSTRUCTION. THE EXISTING SIGN FACES ON
TEMPORALLY SUPPORTS MAY BE USED FOR THE TEMPORARY SIGNS AS LONG AS THEY ARE
REMOVED AND ERECTED ON TEMPORARY MOUNTS ON THE SAME DAY. THE WARNING AND
REGULATORY SIGNS MUST BE IN PLACE AT ALL TIMES AS APPLICABLE.
20.BARRICADES AND SIGNS SHALL BE PLACED IN SUCH A MANNER AS NOT TO INTERFERE
WITH THE SIGHT DISTANCE OF DRIVERS ENTERING THE ROADWAYS OR SIDE STREETS. TO
FACILITATE LANE SHIFTING, BARRICADES AND SIGNS USED IN LANE CLOSURES OR TRAFFIC
STAGING MAY BE ERECTED AND MOUNTED ON PORTABLE SUPPORTS. THE DESIGN OF
THESE SUPPORTS SHALL CONFORM TO TMUTCD AND ARE SUBJECT TO THE APPROVAL OF
THE CITY.
21.THE CONTRACTOR WILL NOT BE PERMITTED TO COMMENCE WORK ON THE ROAD BEFORE
SUNRISE AND SHALL ARRANGE HIS WORK SO THAT NO MACHINERY OR EQUIPMENT SHALL
BE CLOSER THAN 30 FEET TO THE TRAVELED ROADWAY AFTER SUNSET EXCEPT AS
AUTHORIZED BY THE CITY. THE CONTRACTOR IS REQUIRED TO ABIDE BY THE CITY OF
DENTON NOISE ORDINANCE.
22.WHERE THE CONTRACTOR DESIRES TO MOVE ANY EQUIPMENT NOT LICENSED FOR
OPERATION ON PUBLIC HIGHWAYS ON OR ACROSS ANY PAVEMENT, HE SHALL PROTECT
THE PAVEMENT FROM ALL DAMAGE.
23.CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS
CONCERNING EXCAVATION, TRENCHING, SHORING, AND SITE SAFETY.
24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE VERTICAL AND
HORIZONTAL CONTROL THROUGHOUT THE PROJECT.
25.A MINIMUM COVER OF SIX FEET ABOVE PROPOSED TOP OF PIPE SHALL BE MAINTAINED
UNLESS OTHERWISE SHOWN IN THE CONSTRUCTION PLANS. THE APPROXIMATE GROUND
PROFILE AND THE TOP OF PIPE PROFILE SHOW A RELATIONSHIP INTENDED BY THE
ENGINEER. THE TOP OF PIPE ELEVATIONS AND GEOMETRIC INFORMATION SHOWN IN THE
PROFILE FOR THE PIPE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE PRECISE
AND DETAILED PIPE LAYOUT IS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO
THE ENGINEER FOR INFORMATION AND REVIEW. THE WORKABILITY OF THE DETAILED
LAYOUT REMAINS WITH THE CONTRACTOR.
26.AT WATER LINE FITTINGS, THE MAXIMUM JOINT DEFLECTION SHALL NOT EXCEED 80% OF
THE PIPE MANUFACTURER'S MAXIMUM RECOMMENDED DEFLECTION. IF DEFLECTIONS ARE
CALLED OUT IN PLAN, OR IN THE EVENT THAT FIELD CONDITIONS RESULT IN THE NEED TO
DEFLECT PIPE, AND C-900 IS BEING INSTALLED, A MAXIMUM ALLOWABLE DEFLECTION OF 1°
IS PERMISSIBLE.
27.CONTRACTOR SHALL ENSURE A MINIMUM OF TEN FEET SEPARATION BETWEEN PROPOSED
WATER LINE AND EXISTING PARALLEL SANITARY SEWER LINES AND MANHOLES.
28.IN GENERAL, MAINTAIN 2' MIN VERTICAL SEPARATION BETWEEN SANITARY SEWER AND
WATER LINES AND 1' MIN VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM
SEWER AT CROSSINGS.
29.THE CONTRACTOR SHALL STABILIZE ALL UNPAVED AREAS OF THE PROJECT WITH A
MINIMUM 95% DENSITY OF VEGETATIVE COVER, UTILIZING THE ITEMS IN THIS CONTRACT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTY OUTSIDE OF
THE EASEMENT LIMITS, INCLUDING RE-VEGETATION COSTS.
30.THE CONTRACTOR SHALL REMOVE ALL FENCES INTERFERING WITH CONSTRUCTION
OPERATION WITHIN EASEMENTS AND PROVIDE TEMPORARY FENCING DURING
CONSTRUCTION. REMOVED FENCES SHALL BE REPLACED WITH NEW FENCE OR
UNDAMAGED ORIGINAL FENCING WITH PRIOR APPROVAL OF PROPERTY OWNER, UNLESS
OTHERWISE NOTED IN THE PLANS.
31.POSITIVE DRAINAGE MUST BE RE-ESTABLISHED FOR ALL DRAINAGE SWALES AND
CULVERTS IMPACTED BY THE CONTRACTOR'S OPERATIONS. THE COST OF THIS WORK
SHALL BE SUBSIDIARY TO THE VARIOUS ITEMS BID.
32.ANY TREES SHOWN IN THE PLANS FOR POTENTIAL REMOVAL MUST ALSO BE APPROVED
FOR REMOVAL BY THE CITY. NO TREES MAY BE REMOVED OUTSIDE OF THE PERMANENT
EASEMENT WITHOUT PRIOR WRITTEN APPROVAL. CONTRACTOR SHALL BE HELD LIABLE
FOR DAMAGE TO ANY TREES THAT HAVE NOT BEEN DESIGNATED FOR REMOVAL AND THE
CONTRACT AMOUNT WILL BE REDUCED BY $1000 FOR EACH TREE WHICH IS REMOVED
WHERE NOT AUTHORIZED.
33.THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE
PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH PROPERTY OWNER. IN ADDITION,
PLACEMENT OF SUCH FILL SHALL NOT ALTER EXISTING DRAINAGE PATTERNS.
34.NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG
NATURAL DRAINAGE WAYS, WITHOUT WRITTEN PERMISSION FROM THE CITY OF DENTON. IF
THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION,
HE SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL
REMOVE THE MATERIAL AT HIS OWN COST IF SO DIRECTED.
35.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL EXCESS
EXCAVATION. THE CONTRACTOR SHALL SUBMIT A "STOCKPILE PLAN" THAT DESIGNATES
LOCATIONS FOR TEMPORARY STORAGE OF THE EXCAVATED SOIL. THIS STOCKPILE PLAN
SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THE START OF
WORK. STOCKPILES SHALL NOT BE ALLOWED WITHIN THE RIGHT-OF-WAY AND SHALL BE
CONTAINED WITHIN THE PERMANENT AND TEMPORARY EASEMENTS.
36.THE CITY HAS ACQUIRED PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS AS
SHOWN ON THE DRAWINGS. THE CONTRACTOR MAY ACQUIRE ADDITIONAL TEMPORARY
CONSTRUCTION EASEMENTS AT HIS OWN COST, IF HE SO CHOOSES. IF THE CONTRACTOR
ACQUIRES ADDITIONAL TEMPORARY EASEMENTS, HE SHALL PROVIDE COPIES OF THE
WRITTEN AGREEMENT TO THE CITY AND THE ENGINEER. THE CONTRACTOR SHALL BE
COMPLETELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF USE OF ADDITIONAL
TEMPORARY EASEMENTS. THE PLANS DEPICT THE LIMITS OF THE CONSTRUCTION AREA,
GENERALLY CONSISTING OF THE TEMPORARY CONSTRUCTION EASEMENT AND ALL OR A
PORTION OF THE PERMANENT WATER LINE EASEMENT. NO CONSTRUCTION ACTIVITY MAY
BE CARRIED OUT WITHIN THAT PORTION OF A PERMANENT WATER LINE EASEMENT THAT
FALLS OUTSIDE THE INDICATED LIMITS OF THE CONSTRUCTION AREA AS APPLICABLE.
37.REMOVE ROCK FROM THE DISTURBED AREAS SUCH THAT IT IS LEFT WITH NO MORE
QUANTITY OR SIZE OF ROCK THAN THE ADJACENT LAND.
38.DAMAGE TO ANY EXISTING CULVERT OR CULVERT HEADWALL SHALL BE REPAIRED OR
REPLACED, AS DETERMINED BY THE CITY, AT THE EXPENSE OF THE CONTRACTOR.
39.THE CONTRACTOR SHALL BACKFILL BORE PITS WITHIN 48 HOURS AFTER BORING IS
COMPLETED.
40.AT EACH LOCATION WHERE THE PROPOSED WATER LINE TIES INTO AN EXISTING WATER
LINE CONTRACTOR SHALL COORDINATE SHUT DOWNS 7 DAYS IN ADVANCE WITH CITY
(KYLE PEDIGO/940-349-8425), THE EXISTING WATER LINE SHALL BE SHUT DOWN NO LONGER
THAN 48 HOURS IN ORDER TO PERFORM THE CONNECTION. CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING WATER AND SEWER CONNECTIONS IN WORKING ORDER AT ALL TIMES. IN
NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT.
41.THE CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION PER APPLICABLE LAWS
AND REGULATIONS.
42.THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF ALL POWER POLES WITHIN 15
FEET OF THE PROPOSED CONSTRUCTION, OR WHERE TEMPORARY REMOVAL OF GUY
WIRES IS NECESSARY FOR CONSTRUCTION.
43.AT PROJECT COMPLETION, ALL AREAS AFFECTED BY THE CONSTRUCTION SHALL BE
RESTORED TO ITS ORIGINAL OR BETTER CONDITION. A LETTER OF RELEASE SHALL BE
REQUIRED FROM EACH AFFECTED PROPERTY OWNER PRIOR TO FINAL ACCEPTANCE AND A
FINAL INSPECTION AND APPROVAL BY THE CITY OF DENTON'S ON-SITE REPRESENTATIVE
SHALL BE SECURED BEFORE THE CONTRACTOR SHALL LEAVE THE JOB SITE.
44.CONCRETE THRUST BLOCKING SHALL BE USED AT ALL HORIZONTAL AND VERTICAL BENDS,
TEES, AND WYES, AS WELL AS ADDITIONAL RESTRAINT AS REQUIRED BY THE CONTRACT
DOCUMENTS.
45.ALL GATE VALVES SHALL BE MJ, UNLESS ON A TEE, IN WHICH CASE THEY SHOULD BE
MJxFLG. ALL TEES SHALL BE MJxFLG UNLESS SPECIFIED OTHERWISE.
46.THE CONTRACTOR SHALL BE LIABLE FOR DAMAGES TO BUSINESSES, HOMES, OR
BASEMENTS FROM BACKUP WHICH MAY RESULT DURING THE INSTALLATION OF NEW
SEWER PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEANOUTS WHERE
AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP ASSOCIATED
WITH OPENING CLEANOUTS AND FOR REPLACEMENT OF REMOVED CAPS.
47.CONTRACTOR SHALL FURNISH AND INSTALL PIPE DETECTION TAPE OVER ALL WATER OR
SEWER LINES INSTALLED. THE PIPE TAPE SHALL CONTINUOUSLY INDICATE THE PRESENCE
OF BURIED WATER OR SANITARY SEWER PIPE UNDERNEATH. THE PIPE TAPE SHALL BE
INSTALLED ON TOP OF THE GRANULAR PIPE EMBEDMENT, OR AS SHOWN ON THE PLANS,
ALONG THE CENTER LINE OF THE PIPELINE.
48.CONTRACTOR SHALL PREPARE AND PRESENT A PLAN TO THE CITY ON HOW TIE-INS
BETWEEN EXISTING LATERALS AND THE NEW SANITARY SEWER SHALL BE COORDINATED.
NO EXISTING LATERAL LINES WILL BE ALLOWED TO REMAIN UNCONNECTED TO THE
COLLECTION SYSTEM OVERNIGHT. TEMPORARY TIE-IN WORK SHALL BE SUBSIDIARY TO THE
COST OF THE PIPE INSTALLATION AND WILL NOT BE PAID FOR SEPARATELY.
49.CONTRACTOR SHALL PREPARE AND PRESENT A PLAN ON HOW TO SUPPORT WATER,
STORM DRAIN, OR OTHER LINES THAT SPAN THE CONSTRUCTION TRENCH PRIOR TO
BEGINNING ANY WORK ON THE PROJECT.
50.SERVICE LINE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL LOCATION
IN FIELD PRIOR TO INSTALLING NEW SERVICE LINES THAT SPAN THE CONSTRUCTION
TRENCH PRIOR TO BEGINNING ANY WORK ON THE PROJECT.
51.EXISTING SERVICES MAY NOT MATCH TO SIZE OF NEW SERVICE LINES. CONTRACTOR
SHALL SUPPLY CONNECTORS/ADAPTORS TO MAKE SERVICE SIZE TRANSITIONS AT NO
ADDITIONAL COST.
52.NEW UTILITY LINES SHALL BE BACKFILLED & HAVE TEMPORARY PAVEMENT REPAIR
(COMPACTED FLEXBASE AT A MINIMUM) TO ALLOW LOCAL TRAFFIC PER THE STANDARD
DETAILS UNLESS OTHERWISE INDICATED ON THE PLANS AND UNTIL FINAL PAVING IS
COMPLETED.
53.CLEANOUT BOX AND MATERIAL TO BE DETERMINED BY SURFACE LOCATION (SEE
SPECIFICATIONS)
54.ALL TAPPING SLEEVE AND VALVE LOCATIONS SHALL BE MADE BY CITY CREWS UTILIZING
CITY PROVIDED TAPPING SLEEVES AND VALVES.
55.CONTRACTOR SHALL PROTECT EXISTING CURB WITH INSTALLATION OF WATER OR SEWER
LINE, UNLESS EXPLICITLY CALLED OUT TO BE REPLACED.
56.EXISTING FIRE HYDRANT REMOVALS ARE SUBSIDIARY TO THE NEW FIRE HYDRANTS TO BE
INSTALLED. CONTRACTOR SHALL DISPOSE OF HYDRANT AND VALVE.
57.WHERE PRESSURE RATED GRAVITY SEWER IS NEEDED, CONTRACTOR TO VERIFY SEWER
FITTINGS (TEES, WYES, ETC.) ARE COMPATIBLE WITH THE MATERIAL OF THE SEWER MAIN
AS WELL AS THE SEWER SERVICE LATERALS.
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTH8UTILITY ABANDONMENT
(SHEET 3 OF 4)
MATCHLINE 5SHEET 7 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
NORTH9UTILITY ABANDONMENT
(SHEET 4 OF 4)
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)
MATCHLINE 6
THIS SHEET
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MATCHLINE 6THIS SHEETMATCHLINE 7THIS SHEET SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091BEGIN ABANDONMENTRECORD UNDER RCSJ0195-02-079DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DDDGGGGGGGGGGGDSESDGFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXXXELECTRIC BOXCABLE VAULTELECTRIC BOXBM 208ELECTRIC VAULTBM 209SCALLED 397.160 ACRESCATDENTON 35, INC.INST. NO. 2013-145689LOT 1, BLOCK ADENTON TRAVEL CENTERADDITION, PHASE 1INST. NO. 2009-21TA OPERATING, LLCINST. NO. 2015-63681CITY OF DENTON
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PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/2023111SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
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IH-35 UTILITY RELOCATIONS
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FFX X X X
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IH-35 UTILITY RELOCATIONS
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IH-35 UTILITY RELOCATIONS
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BM 214BM 215CALLED 397.160 ACRESCATDENTON 35, INC.INST. NO. 2013-145689CALLED 397.160 ACRESCATDENTON 35, INC.INST. NO. 2013-145689CITY OF DENTON
IH-35 UTILITY RELOCATIONS
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SHEET 34
MATCHLINE STA 90+00SHEET 32MATCHLINE STA 90+00SHEET 32
PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/2023111 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
OHEOHEXXXBM 225BM 226CALLED 60.379 ACRESNDMAC, LTDINST. NO. 2006-30852CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTHCSJ 074 - PROPOSED 20IN WL A STA 100+00 - 110+0034CSJ 074 - PROPOSED 20IN
WL A STA 100+00 - 110+00
MATCHLINE STA 110+00
SHEET 35
MATCHLINE STA 110+00
SHEET 35
MATCHLINE STA 100+00SHEET 33MATCHLINE STA 100+00SHEET 33
PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/2023111 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 60.379 ACRESNDMAC, LTDINST. NO. 2006-30852CALLED 60.379 ACRESNDMAC, LTDINST. NO. 2006-30852CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTHCSJ 074 - PROPOSED 20IN WL A STA 110+00 - 120+0035CSJ 074 - PROPOSED 20IN
WL A STA 110+00 - 120+00
MATCHLINE STA 120+00
SHEET 36
MATCHLINE STA 120+00
SHEET 36
MATCHLINE STA 110+00SHEET 34MATCHLINE STA 110+00SHEET 34
PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/2023111 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
X
X
OHEOHEOHEXXXXXXXXCALLED 13.7027 ACRESMUSKEY CORPORATIONVOL. 1630, PG. 42CALLED 58.823 ACRESNDMAC, LTDINST. NO. 2008-87393CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTHCSJ 074 - PROPOSED 20IN WL A STA 120+00 - 128+5036CSJ 074 - PROPOSED 20IN WL A
STA 120+00 - 128+50
MATCHLINE STA 128+50
SHEET 37 MATCH
L
INE
S
TA
1
2
8
+
5
0SHEET
3
7
MATCHLINE STA 120+00SHEET 35MATCHLINE STA 120+00SHEET 35
PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/2023111 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TXXXXXXXXXXOHEOHEXXVOL. 1630, PG. 42CALLED 13.7027 ACRESMUSKEY CORPORATIONVOL. 1630, PG. 42CALLED 58.823 ACRESNDMAC, LTDINST. NO. 2008-87393CALLED 10 ACRESKAL CRAWFORDINST. NO. 2020-166096CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTHCSJ 074 - PROPOSED 20IN WL A STA 128+50 - END37CSJ 074 - PROPOSED 20IN
WL A STA 128+50 - END MATCHLINE STA 128+50SHEET 36MATCHLINE STA 128+50SHEET 36
11PIPE SIZE CHANGE TO REFLECT BID MATERIAL CPI 5/10/20231 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DDDDGGGGGGGGGGGGGGTVDSESDOHEOHEOHEOHEOHEOHEXXXXELECTRIC BOXCABLE VAULTELECTRIC BOXELECTRIC VAULTSLOT 1, BLOCK ADENTON TRAVEL CENTERADDITION, PHASE 1INST. NO. 2009-21TA OPERATING, LLCINST. NO. 2015-63681TOHEOHEXXCALLED 58.823 ACRESNDMAC, LTDINST. NO. 2008-87393CALLED 10 ACRESKAL CRAWFORDINST. NO. 2020-166096CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)NORTHCSJ 074 - PROPOSED 12 IN WL B38CSJ 087 - PROPOSED 8IN WL H &
CSJ 074 - PROPOSED 12IN WL B NORTHCSJ 087 - PROPOSED 8IN WL HSEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
FLOW
FLOW
39CSJ 074 - PROPOSEDPRESSURE REDUCINGVALVE VAULTPROPOSED 10" PRESSURE REDUCING VALVE VAULT
PLAN DETAIL
PROPOSED 10" PRESSURE REDUCING VALVE VAULT
SECTION DETAIL
SCALE: 6" = 1' - 0"
SCALE: 6" = 1' - 0"CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)NORTHTYPICAL DUPLEX SUMP PUMP DETAIL
SCALE: NTS
TYPICAL FLUSH CONNECTION ON
METER VAULT BYPASS PIPELINE
SCALE: NTS
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
FLOW
6" DIA. BYPASS PIPELINE
SLOPE @ 1/4"
PER FOOT
6" DIA. PIPE 12" DIA. PIPE
FLOW
40CSJ 074 - PROPOSEDMETER VAULTCITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)PROPOSED 6" METER VAULT
TOP PLAN
SCALE: NTS
PROPOSED 6" METER VAULT
SECTION
SCALE: NTS
PROPOSED 6" METER VAULT
SECTIONAL PLAN
SCALE: NTS
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
41
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
42
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
43
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
44
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
45
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
46
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)
DEMOLITION DETAILS56 DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)57CITY STANDARD DTLS 1DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)58CITY STANDARD DTLS 2DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)59CITY STANDARD DTLS 3DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)60CITY STANDARD DTLS 4DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)61CITY STANDARD DTLS 5DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)62CITY STANDARD DTLS 6DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)63CITY STANDARD DTLS 7DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)64CITY STANDARD DTLS 8DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
16" AND 20" DIRECT BURY RESILIENT SEATED GATE VALVES
C
A
U
T
I
O
N
U
T
I
L
I
T
Y
P
I
P
E
L
I
N
E CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)SCALE: NOT TO SCALE
A
65
TEMPORARY BARBED WIRE FENCE
AND PERMANENT FENCE REPAIR
SCALE: NOT TO SCALE
B
65
16" DIRECT BURY RESILIENT
SEATED GATE VALVE
SCALE: NOT TO SCALE
C
65
UTILITY MARKER 65CONSTRUCTION DETAILS 1SCALE: NOT TO SCALE
D
65
HDPE THRUST BLOCK
SCALE: NOT TO SCALE
E
65
DIP TO HDPE WATER MAIN TRANSITION
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)SCALE: NOT TO SCALE
A
66
8" DOUBLE CHECK DETECTOR VAULT
66CONSTRUCTION DETAILS 2DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 17.864 ACRES
CATDENTON 35 FOUR, INC.
INST NO. 2013-145667
CALLED 31.001 ACRES
HUNT WINDSOR, LLC
INST NO. 2019-160222
CALLED 3.011 ACRES
THREE WILLOWS LAND
DEVELOPMENT, LLC
INST NO. 2015-124112
LOT 1, BLOCK A
WESTERN HILLS BUSINESS PARK
CAB. H, PG. 224
THE ROCKLIN-DENTON GROUP
INST. NO. 1992-29977
LOT 1, BLOCK B
WESTERN HILLS BUSINESS PARK
CAB. M, PG. 300
WILBARGER STREET LP
INST. NO. 2007-7331
CALLED 97.716 ACRES
MATTHEW G. TURNER
INST. NO. 2008-108672
LOT 1R, BLOCK A
I-35 RV CENTER
INST. NO. 2019-298
RV LAND ACQUISITION, LP
INST. NO. 2003-155061
INST. NO. 2012-26207CALLED 7.95 ACRES
ZIMMERER DENTON, LLC
INST. NO. 2017-72939
LOT 2F, BLOCK A
FREEWAY PARK SUBDIVISION
CAB. C, PG. 268
BB RHINO PROPERTIES, LLC
INST. NO. 2011-1852
LOT 2R, BLOCK A
FREEWAY PARK SUBDIVISION,
SECTION 2
INST. NO. 2016-2093
HEALTH SERVICES OF NORTH TEXAS, INC.
INST. NO. 2017-74712
LOT 2D, BLOCK A
REPLAT OF LOT 2, BLOCK A,
FREEWAY PARK ADDITION
VOL. C, PG. 149
PACE HOTELS, LLC
INST. NO. 2016-20406
CALLED 0.178 ACRES
COCONUT PROPERTIES, LLC
INST. NO. 2017-88621
LOT 2, BLOCK 1
RINKER SUBDIVISION
VOL. 7, PG. 50
MARUTI JALARAM, LLC
INST. NO. 2012-68969
LOT 1, BLOCK A
STEPHEN AND GARY
MARTIN ADDITION
VOL. N, PG. 147
SINGLE TENANT REALTY I, LTD
INST. NO. 2017-44560
CALLED 0.632 ACRES
KALYANS, INC.
INST. NO. 2015-148940
NORTH67EROSION CONTROL PLAN(SHEET 1 OF 3)MATCHLINE 2THIS SHEETNORTHCITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
LOT 1, BLOCK A
DENTON TRAVEL CENTER
ADDITION, PHASE 1
INST. NO. 2009-21
TA OPERATING, LLC
INST. NO. 2015-63681
LOT 1, BLOCK A
LOVE'S TRAVEL STOP ADDITION
INST. NO. 2017-23
LOVE'S TRAVEL STOP &
COUNTRY STORES, INC.
INST. NO. 2014-53372
CALLED 1.643 ACRES
MARK D. FOSTER & MADELIENE M.
FOSTER, HUSBAND AND WIFE
INST. NO. 2012-48899
CALLED 4.056 ACRES
WESTGLEN PARTNERS, LTD
INST. NO. 2020-14280
CALLED 3.973 ACRES
WESTGLEN PARTNERS, LTD
INST. NO. 2015-71907
LOT B, BLOCK 1
LOVE'S TRAVEL STOP ADDITION
INST. NO. 2017-23
LOVE'S TRAVEL STOP &
COUNTRY STORES, INC.
INST. NO. 2014-53372
CALLED 20.998 ACRES
BLUE BEACON INTERNATIONAL, INC.
INST. NO. 2017-101448
CALLED 397.160 ACRES
CATDENTON 35, INC.
INST. NO. 2013-145689
LOT 1R, BLOCK A
EXPOSITION MILLS ADDITION
CAB. K, PG. 152
LAD VENTURES, LLC
INST. NO. 2016-71809
CALLED 8.000 ACRES
LISA J. HARRIS INVESTMENT TRUST
INST. NO. 2018-118132
MATCHLINE 3THIS SHEETNORTH68EROSION CONTROL PLAN(SHEET 2 OF 3)NORTHCITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)MATCHLINE 2THIS SHEETSEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
SW3P LIMITS FOR THIS AGREEMENT
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 181.966 ACRES
CATDENTON 35, INC.
INST. NO. 2013-15912
CALLED ??? ACRES
CATDENTON 35, INC.
INST. NO. 2013-15912
CALLED 13.7027 ACRES
MUSKEY CORPORATION
VOL. 1630, PG. 42
CALLED 58.823 ACRES
NDMAC, LTD
INST. NO. 2008-87393
CALLED 60.379 ACRES
NDMAC, LTD
INST. NO. 2006-30852
CALLED 397.160 ACRES
CATDENTON 35, INC.
INST. NO. 2013-145689
MATCHLINE 5THIS SHEETMATCHLINE 6THIS SHEETMATCHLINE 6THIS SHEETNORTH69EROSION CONTROL PLAN(SHEET 3 OF 3)NORTHCITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)MATCHLINE 3SHEET ##MATCHLINE 4THIS SHEETSW3P LIMITS FOR THIS AGREEMENT
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CITY OF DENTONIH-35 UTILITY RELOCATIONS(FROM US-380 TO MILAM)SCALE: NOT TO SCALE
C
70
INLET PROTECTION
SCALE: NOT TO SCALE
A
70
SILT FENCE INSTALLATION
SCALE: NOT TO SCALE
D
70
ROCK CHECK DAM
SCALE: NOT TO SCALE
B
70
OVERFLOW STONE STRUCTURE
SCALE: NOT TO SCALE
E
70
CONSTRUCTION ENTRANCE 70EROSION DETAILSDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
LOT 1R, BLOCK AEXPOSITION MILLS ADDITIONCAB. K, PG. 152LAD VENTURES, LLCINST. NO. 2016-71809CALLED 17.864 ACRESCATDENTON 35 FOUR, INC.INST NO. 2013-145667CALLED 8.000 ACRESLISA J. HARRIS INVESTMENT TRUSTINST. NO. 2018-118132LOT 1, BLOCK ADENTON TRAVEL CENTERADDITION, PHASE 1INST. NO. 2009-21TA OPERATING, LLCINST. NO. 2015-63681LOT 1, BLOCK ALOVE'S TRAVEL STOP ADDITIONINST. NO. 2017-23LOVE'S TRAVEL STOP &COUNTRY STORES, INC.INST. NO. 2014-53372CALLED 1.643 ACRESMARK D. FOSTER & MADELIENE M.FOSTER, HUSBAND AND WIFEINST. NO. 2012-48899CALLED 4.056 ACRESWESTGLEN PARTNERS, LTDINST. NO. 2020-14280CALLED 3.973 ACRESWESTGLEN PARTNERS, LTDINST. NO. 2015-71907LOT B, BLOCK 1LOVE'S TRAVEL STOP ADDITIONINST. NO. 2017-23LOVE'S TRAVEL STOP &COUNTRY STORES, INC.INST. NO. 2014-53372CALLED 20.998 ACRESBLUE BEACON INTERNATIONAL, INC.INST. NO. 2017-101448MATCHLINE 2SHEET 71
NORTHNORTHMATCHLINE 3
SHEET 73
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)72PROPOSED SURFACE REPAIR
(SHEET 2 OF 5)SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091SURFACE REPAIR LIMITS FOR THIS AGREEMENTDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 397.160 ACRESCATDENTON 35, INC.INST. NO. 2013-145689MATCHLINE 4THIS SHEET
NORTHNORTHMATCHLINE 4
THIS SHEET
MATCHLINE 3SHEET 72
MATCHLINE 5
SHEET 74
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)73PROPOSED SURFACE REPAIR
(SHEET 3 OF 5)SURFACE REPAIR LIMITS FOR THIS AGREEMENTDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 60.379 ACRESNDMAC, LTDINST. NO. 2006-30852CALLED 181.966 ACRESCATDENTON 35, INC.INST. NO. 2013-15912CALLED 181.966 ACRESCATDENTON 35, INC.INST. NO. 2013-15912CALLED ??? ACRESCATDENTON 35, INC.INST. NO. 2013-15912MATCHLINE 6THIS SHEET
NORTHNORTHMATCHLINE 5SHEET 73
MATCHLINE 6
THIS SHEET
MATCHLINE 7
SHEET 75
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)74PROPOSED SURFACE REPAIR
(SHEET 4 OF 5)SURFACE REPAIR LIMITS FOR THIS AGREEMENTDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CALLED 13.7027 ACRESMUSKEY CORPORATIONVOL. 1630, PG. 42CALLED 58.823 ACRESNDMAC, LTDINST. NO. 2008-87393NORTHMATCHLINE 7SHEET 74
CITY OF DENTON
IH-35 UTILITY RELOCATIONS
(FROM US-380 TO MILAM)75PROPOSED SURFACE REPAIR
(SHEET 5 OF 5)SURFACE REPAIR LIMITS FOR THIS AGREEMENTDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
76
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
77
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E1
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E2
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E3
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E4
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E5
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
E6
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Utility ID#:U00017637
N/A
Line Item / Item Description Unit Quantity $/Unit Total
*
Line Item / Item Description Unit Quantity $/Unit Total
Lowest Bidder for Construction Contract (Mountain Cascade)1 $6,656,628.00 6,656,628.00$
SUBTOTAL 6,656,628.00$
LABOR SUBTOTAL
Line Item / Item Description Unit Quantity $/Unit Total
Staff Time (additional hourly backup provided)1 $284,862.86 284,862.86$
0 $0.00 -$
SUBTOTAL 284,862.86$
INTERNAL COSTS SUBTOTAL 284,863$
Kimley-Horn and Associates (Contracts provided)1 $529,558.11 529,558.11$
0 $0.00 -$
0 $0.00 -$
SUBTOTAL 529,558.11$
Engineering / Administration / Inspection SUBTOTAL
See Summary Table 1 $600,613.50 600,613.50$
0 $0.00 -$
SUBTOTAL 600,613.50$
EASEMENT COMPENSATION SUBTOTAL
SUMMARY:
GROSS REIMBURSABLE TO UTILITY 8,071,662.47$
SALVAGE and or Depreciation CREDIT -$
ELIGIBILITY RATIO 100.00%Ratio Deduction -$
BETTERMENT RATIO 0.00%Ratio Deduction -$
NET REIMBURSEMENT TO UTILITY 8,071,662.47$
600,613.50$
INTERNAL ENGINEERING - Costs Documented with Certified Ledger at payment.
EXTERNAL ENGINEERING - Cost documented with INVOICES and / or CHECKS
529,558.11$
REPLACEMENT EASEMENT COMPENSATION - following Quit Claim / Eligibility % Applied
External Labor Costs - documented with Invoices and / or checks
6,656,628.00$
Indicated items are being tracked for BUY AMERICA COMPLIANCE and will be documented using Form 1818 and
all supporting documentation prior to installation.
The cost estimate items must be sufficiently detailed to provide TxDOT with a reasonable basis for analysis. Items should include appropriate
units and unit price for each (See Utility Manual, Chapter 6 Section 2). Applies to All "EA" items
Utility Adjustment for TxDOT Project
City of Denton
IH 35
RCSJ 0195-02-079, CCSJ 0195-02-074 UNUMBER:
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
From:Mountain Cascade of Texas, LLC
5340 East US Highway 67
Alvarado, TX 76009
Andrew L. McCulloch
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-783-3094
IFB:7968-003 Contact Email amcculloch@mountaincascade.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 1,000,000.00 1,000,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 20.00 4,540.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 21.00 19,236.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 33.00 3,564.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 45.00 1,125.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 35.00 5,250.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 37.00 59,385.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 35.00 194,530.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 37.00 91,242.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 700.00 11,900.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 750.00 2,250.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 800.00 8,800.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 850.00 1,700.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 850.00 12,750.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 850.00 1,700.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 900.00 1,800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 140.00 189,840.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 220.00 199,100.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 250.00 4,250.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 10.00 5,810.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 7.00 20,027.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 1.00 9,404.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 500.00 108,500.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 570.00 652,080.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 430.00 162,970.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 700.00 327,600.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 110.00 23,870.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 150.00 228,450.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 220.00 8,800.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 340.00 309,740.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 236.00 1,447,388.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 3,500.00 7,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 4,000.00 4,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 4,500.00 22,500.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 55,000.00 55,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 4,000.00 8,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 5,500.00 60,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 7,500.00 195,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 19,000.00 114,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 7,800.00 7,800.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 9,000.00 18,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 9,500.00 114,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 12,000.00 60,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 19,000.00 57,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 25,000.00 75,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 8,500.00 144,500.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 15,000.00 15,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF -$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF 150.00$70,200.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF -$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF 250.00$485,250.00$
6,721,077.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 12.00 19,248.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 20.00 5,420.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 35.00 56,910.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 37.00 48,359.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 3,000.00 42,000.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 25,000.00 25,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 140.00 78,960.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 220.00 218,460.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS - UNIT II
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 45.00 25,200.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 10.00 2,640.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 7.00 6,657.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 1.00 4,263.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 410.00 133,660.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 575.00 86,250.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 630.00 630,630.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 60.00 12,060.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 80.00 20,160.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 60.00 28,560.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 80.00 47,920.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 14,000.00 238,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 20,000.00 40,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 15,000.00 45,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 500.00 20,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 700.00 20,300.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 280.00 61,880.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 240.00 20,400.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 220.00 31,680.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 280.00 366,800.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 240.00 530,640.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 2,500.00 20,000.00$
2,916,661.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 44.00$2,200.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 25.00$4,700.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 27.00$24,813.00$88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 28.00$394,576.00$89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 700.00$1,400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 700.00$700.00$
91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 700.00$700.00$
92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 700.00$3,500.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 750.00$3,750.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 1,200.00$6,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 1,500.00$4,500.00$96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 200.00$3,000.00$97 32 93 00 3293.015 - Topsoil 798 CY 10.00$7,980.00$98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$
99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 1.00$1.00$
100 33 05 05 3305.021 - Trench Safety 12,922 LF 1.00$12,922.00$
101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 700.00$799,400.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 250.00$69,750.00$106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 7,500.00$52,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 18,000.00$360,000.00$
108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 12,000.00$12,000.00$
109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 17,500.00$35,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 20,000.00$140,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 9,700.00$48,500.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 500,000.00$500,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 220,000.00$220,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF 150.00$171,300.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF -$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF 266.00$3,307,178.00$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill*210 LF 500.00$105,000.00$
6,345,888.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 15.00$5,415.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 1,800.00$9,000.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 25.00$296,325.00$
310,740.00$
16,294,366.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
CJS 074 WATER IMPROVEMENTS - UNIT III
Page 2 of 3
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
Fix pg # overlap
IN-KIND REPLACMENT
IN-KIND REPLACMENT
IN-KIND REPLACMENT
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Form ROW-U-35
(Rev. 10/20)
Page 6
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “B”
Accounting Method
Actual Cost Method of Accounting
The utility accumulates cost under a work order accounting procedure prescribed by the
Federal or State regulatory body and proposes to request reimbursement for actual
direct and related indirect costs.
Lump Sum Method of Accounting
Utility proposed to request reimbursement based on an agreed lump sum amount
supported by a detailed cost analysis.
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Form ROW-U-35
(Rev. 10/20)
Page 7
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “C”
Schedule of Work
Estimated Start Date: 9/11/2023, (subject to physical work restrictions prior to the
issuance of environmental clearance as required by the provisions of this agreement)
Estimated Duration (days): 200
Estimated Completion Date: 03/29/2024
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Form ROW-U-35
(Rev. 10/20)
Page 8
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “D”
Statement Covering Contract Work
(ROW–U–48)
(ROW–U–48–1, if applicable)
Construction Contract:
Utility performing with their own forces (timesheets will be required at the time of billing).
Utility will use outside forces to perform the adjustment, complete attached ROW-U-48
or ROW-U-48-1 (joint bid).
Engineering Contract:
Utility performing with their own forces (timesheets will be required at the time of billing).
Utility will use consultant contract (continuing contract rate sheets or fee schedule will
be required).
TxDOT will procure utility consultant.
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
U00017637
0195-02-079
NH2020 (576)
Sara Hensley
City Manager
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/2023
U00017637
CITY OF DENTON
BID TABS FOR
ROW CSJ 0195-03-079
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
From:Mountain Cascade of Texas, LLC
5340 East US Highway 67
Alvarado, TX 76009
Andrew L. McCulloch
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-783-3094
IFB:7968-003 Contact Email amcculloch@mountaincascade.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 1,000,000.00 1,000,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 20.00 4,540.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 21.00 19,236.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 33.00 3,564.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 45.00 1,125.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 35.00 5,250.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 37.00 59,385.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 35.00 194,530.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 37.00 91,242.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 700.00 11,900.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 750.00 2,250.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 800.00 8,800.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 850.00 1,700.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 850.00 12,750.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 850.00 1,700.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 900.00 1,800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 140.00 189,840.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 220.00 199,100.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 250.00 4,250.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 10.00 5,810.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 7.00 20,027.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 1.00 9,404.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 500.00 108,500.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 570.00 652,080.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 430.00 162,970.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 700.00 327,600.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 110.00 23,870.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 150.00 228,450.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 220.00 8,800.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 340.00 309,740.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 236.00 1,447,388.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 3,500.00 7,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 4,000.00 4,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 4,500.00 22,500.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 55,000.00 55,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 4,000.00 8,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 5,500.00 60,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 7,500.00 195,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 19,000.00 114,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 7,800.00 7,800.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 9,000.00 18,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 9,500.00 114,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 12,000.00 60,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 19,000.00 57,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 25,000.00 75,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 8,500.00 144,500.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 15,000.00 15,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF -$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF 150.00$70,200.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF -$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF 250.00$485,250.00$
6,721,077.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 12.00 19,248.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 20.00 5,420.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 35.00 56,910.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 37.00 48,359.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 3,000.00 42,000.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 25,000.00 25,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 140.00 78,960.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 220.00 218,460.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS - UNIT II
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 45.00 25,200.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 10.00 2,640.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 7.00 6,657.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 1.00 4,263.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 410.00 133,660.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 575.00 86,250.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 630.00 630,630.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 60.00 12,060.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 80.00 20,160.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 60.00 28,560.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 80.00 47,920.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 14,000.00 238,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 20,000.00 40,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 15,000.00 45,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 500.00 20,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 700.00 20,300.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 280.00 61,880.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 240.00 20,400.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 220.00 31,680.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 280.00 366,800.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 240.00 530,640.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 2,500.00 20,000.00$
2,916,661.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 44.00$2,200.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 25.00$4,700.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 27.00$24,813.00$88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 28.00$394,576.00$89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 700.00$1,400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 700.00$700.00$
91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 700.00$700.00$
92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 700.00$3,500.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 750.00$3,750.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 1,200.00$6,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 1,500.00$4,500.00$96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 200.00$3,000.00$97 32 93 00 3293.015 - Topsoil 798 CY 10.00$7,980.00$98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$
99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 1.00$1.00$
100 33 05 05 3305.021 - Trench Safety 12,922 LF 1.00$12,922.00$
101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 700.00$799,400.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 250.00$69,750.00$106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 7,500.00$52,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 18,000.00$360,000.00$
108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 12,000.00$12,000.00$
109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 17,500.00$35,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 20,000.00$140,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 9,700.00$48,500.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 500,000.00$500,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 220,000.00$220,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF 150.00$171,300.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF -$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF 266.00$3,307,178.00$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill*210 LF 500.00$105,000.00$
6,345,888.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 15.00$5,415.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 1,800.00$9,000.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 25.00$296,325.00$
310,740.00$
16,294,366.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
CJS 074 WATER IMPROVEMENTS - UNIT III
Page 2 of 3
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
From:Oscar Renda Contracting
1100 Kubota Dr.
Grapevine, TX 76051
Jon Dorma
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-293-4263
IFB:7968-003 jdorma@southlandholdings.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 2,250,000.00 2,250,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 10.00 2,270.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 20.00 18,320.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 35.00 3,780.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 20.00 500.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 20.00 3,000.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 20.00 32,100.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 20.00 111,160.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 20.00 49,320.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 200.00 3,400.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 200.00 600.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 200.00 2,200.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 200.00 400.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 400.00 6,000.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 400.00 800.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 400.00 800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 50.00 67,800.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 175.00 158,375.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 100.00 1,700.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 50.00 29,050.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 10.00 28,610.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 3.50 32,914.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 750.00 162,750.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 900.00 1,029,600.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 400.00 151,600.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 1,000.00 468,000.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 300.00 65,100.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 400.00 609,200.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 350.00 14,000.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 400.00 364,400.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 300.00 1,839,900.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 4,000.00 8,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 5,000.00 5,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 6,000.00 30,000.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 100,000.00 100,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 2,500.00 5,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 3,500.00 38,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 6,500.00 169,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 17,500.00 105,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 6,000.00 6,000.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 3,000.00 6,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 3,000.00 36,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 3,000.00 15,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 5,000.00 15,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 12,000.00 36,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 10,000.00 170,000.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 50,000.00 50,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF 500.00$234,000.00$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF -$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF 650.00$1,261,650.00$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF -$
9,888,525.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 5.00 8,020.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 6.00 1,626.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 20.00 32,520.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 20.00 26,140.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 1,200.00 16,800.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 16,000.00 16,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 55.00 31,020.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 120.00 119,160.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 55.00 30,800.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 55.00 14,520.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 10.00 9,510.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 3.00 12,789.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 400.00 130,400.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 750.00 112,500.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 900.00 900,900.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 350.00 70,350.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 750.00 189,000.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 300.00 142,800.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 475.00 284,525.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 16,000.00 272,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 16,000.00 32,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 18,000.00 54,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 1,200.00 48,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 1,500.00 43,500.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 100.00 22,100.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 125.00 10,625.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 150.00 21,600.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 135.00 176,850.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 150.00 331,650.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 3,000.00 24,000.00$
3,215,309.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 20.00$1,000.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 20.00$3,760.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 20.00$18,380.00$
88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 20.00$281,840.00$
89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 200.00$400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 200.00$200.00$91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 200.00$200.00$92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 200.00$1,000.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 400.00$2,000.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 400.00$2,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 400.00$1,200.00$
96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 55.00$825.00$
97 32 93 00 3293.015 - Topsoil 798 CY 60.00$47,880.00$
98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 185,000.00$185,000.00$100 33 05 05 3305.021 - Trench Safety 12,922 LF 3.00$38,766.00$101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 1,000.00$1,142,000.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 300.00$83,700.00$
106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 6,500.00$45,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 17,500.00$350,000.00$108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 3,500.00$3,500.00$109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 6,500.00$13,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 12,000.00$84,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 10,000.00$50,000.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 550,000.00$550,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 225,000.00$225,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF 500.00$571,000.00$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF -$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF 450.00$5,594,850.00$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF -$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF 600.00$126,000.00$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill*210 LF -$
9,477,519.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 3.00$1,083.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 500.00$2,500.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 20.00$237,060.00$
240,643.00$
22,821,996.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
Page 2 of 3IH-35 Utility Relocations (from US380 to Milam Road)
IFB:7968-003
Oscar Renda Contracting
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Form ROW-U-35
(Rev. 10/20)
Page 9
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “E”
Utility Joint Use Agreement – (ROW-U-JUA) and/or
Utility Installation Request – (Form 1082)
Utility Joint Use Agreement (ROW–U–JUA)
Utility Installation Review/Permit Number: DAL20230112140252
and DAL20230112135929
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Approval Form
Online version 11/2005 APPROVAL
To David Brown Date 5/16/2023
City of Denton Water Utilities Application No.DAL20230112140252
901 A Texas St District App. No.DAL20230112140252
Denton, TX 76209 Highway IH 0035
Control Section 019503
Maintenance Section Denton County Maintenance
County Denton
TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by
Notice of Proposed Utility Installation No. DAL20230112140252 (District Application No. DAL20230112140252)
dated 5/16/2023 and accompanying documentation, except as noted below.
It is understood that it is the responsibility of the utility owner to contact TxDOT 48 hrs prior to the start of
construction using the UIR System and by email or phone call to the area office Utility Coordinator. It is also
the owners responsibility to contact TxDOT once the construction is complete.
When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to
Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access
Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b)
nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an
intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for
normal service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways
and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an
emergency situation occurs and usual means of access for normal service operations will not permit the immediate
action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of
the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and
ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the
Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation
Owner for convenience and safety of highway traffic.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or
all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel
compliance.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or
upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line,
subject to provisions of governing laws, by giving thirty (30) days written notice.
If construction has not started within six (6) months of the date of this approval, the approval will automatically expire
and you will be required to submit a new application. You are also requested to notify this office prior to
commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-
way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance,
type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in
highway planting and beautification, by reducing damage due to trimming.
Special Provisions: General Dallas District Abandonment Request 11-14-2022
You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper
inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification.
DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are
also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at
the job site at all times.
Texas Department of Transportation
By Justin Braudrick
Title Utility Coordinator
District Dallas
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Approval Form
Online version 11/2005 APPROVAL
To David Brown Date 5/16/2023
City of Denton Water Utilities Application No.DAL20230112135929
901 A Texas St District App. No.DAL20230112135929
Denton, TX 76209 Highway IH 0035
Control Section 019503
Maintenance Section Denton County Maintenance
County Denton
TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by
Notice of Proposed Utility Installation No. DAL20230112135929 (District Application No. DAL20230112135929)
dated 5/16/2023 and accompanying documentation, except as noted below.
It is understood that it is the responsibility of the utility owner to contact TxDOT 48 hrs prior to the start of
construction using the UIR System and by email or phone call to the area office Utility Coordinator. It is also
the owners responsibility to contact TxDOT once the construction is complete.
When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to
Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access
Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b)
nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an
intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for
normal service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways
and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an
emergency situation occurs and usual means of access for normal service operations will not permit the immediate
action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of
the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and
ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the
Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation
Owner for convenience and safety of highway traffic.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or
all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel
compliance.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or
upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line,
subject to provisions of governing laws, by giving thirty (30) days written notice.
If construction has not started within six (6) months of the date of this approval, the approval will automatically expire
and you will be required to submit a new application. You are also requested to notify this office prior to
commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-
way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance,
type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in
highway planting and beautification, by reducing damage due to trimming.
Special Provisions: General Dallas District Abandonment Request 11-14-2022
You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper
inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification.
DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are
also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at
the job site at all times.
Texas Department of Transportation
By Justin Braudrick
Title Utility Coordinator
District Dallas
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Form ROW-U-35
(Rev. 10/20)
Page 10
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “F”
Eligibility Ratio
Eligibility Ratio established: 100 %
Non-interstate Highway (Calculations attached)
Interstate Highway
ROW Utility Manual Chapter 8, Section 2
In developing the ratio, line length or number of poles is restricted to facilities located
within the existing and proposed highway right of way. Facilities located outside the
existing and proposed right of way limits will not be used in developing the ratio.
Please see example of eligibility ratio calculations below.
Plan Sheet or
Page#
In Easement
(Eligible)
Existing # of Poles
or LF
In Public ROW
(Ineligible)
Existing # of Poles
or LF
1 0 0
2 84 22
3 90 385
4 238 96
Totals 412 503
Total Existing # of Poles or LF (Eligible)412
Total Existing # of Poles or LF (Ineligible)503
Total Existing # of Poles or LF 915
Total Existing # of Poles or LF (Eligible)
divided by the Total Existing # of Poles or LF 45.03%
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Form ROW-U-35
(Rev. 10/20)
Page 11
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “G”
Betterment Calculation and Estimate
Elective Betterment Ratio established: %
(Calculation attached and justification below)
Forced Betterment
(Provide supporting documentation)
Not Applicable
Elective betterment justification statement:
See narrative description and supporting documents, next pages.
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Attachment G: Forced Betterment
Easement Justification
The city has had an ordinance in place prior to 2013 (see backup pages for time stamp date of
ordinance) that requires utilities to be placed in an easement when adjacent to TxDOT ROW. Therefore,
due to this ordinance, and the necessary relocation of water and sewer lines outside of the TxDOT ROW
and to comply with UAR, the City has obtained easements for this project, following the State Uniform
act and has performed independent TxDOT appraisals for all parcels and is seeking reimbursement for
these acquisitions.
Water Comparison HDPE to DIP
See signed letter from City on page 5.
See attached letter
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
401 N ELM STREET ■ DENTON, TEXAS ■ 76201 ■ 940.349.8451
DEVELOPMENT SERVICES DEPARTMENT
“Dedicated to Quality Service”
www.cityofdenton.com
May 9, 2023
Ms Darla Payberah
TxDOT – Dallas District
4777 East Highway 80
Mesquite, TX 75150
SUBJECT: 20’ Utility Easement Along TxDOT Rights-of-Way
Dear Ms. Payberah,
All utilities in a development shall be provided in street rights-of-way except in special
circumstances, one of which being when the development is along a TxDOT right-of-way. The
City of Denton requires a minimum 20’ utility easement along all TxDOT right of ways. This
has been in effect since the adoption of the 2002 Denton Development Code in subsection
35.21.4 and was carried over to the 2019 Denton Development Code in subsection 7.6.7.
If you have any questions, you may contact me at 940-349-8351 or via email at
erin.stanley@cityofdenton.com.
Sincerely,
Erin Stanley
Assistant Planner
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
CAPITAL PROJECTS
401 North Elm Street ▪ Denton, TX 76201 ▪ (940) 349‐8910
OUR CORE VALUES
Inclusion ▪ Collaboration ▪ Quality Service ▪ Strategic Focus ▪ Fiscal Responsibility
ADA/EOE/ADEA www.cityofdenton.com TDD (800) 735‐2989
June 12, 2023
Texas Department of Transportation
4777 US Highway 80 E
Mesquite, TX 75150-6642
RE: Water Comparison HDPE to DIP
Dear Ms. Darla Payberah,
The existing 16-inch water transmission main conflicts with the State’s I-35 widening project and was proposed to be
replaced with a 16-inch ductile iron pipe (DIP), but also bid HDPE as an alternative.
The City only allows DIP and HDPE (but not PVC) for this size water transmission line, however the 16- inch DIP is
undergoing extremely long lead times (9 plus months). To clear TxDOT’s requested ready to let date, the City set a
short contract duration for this relocation project. To achieve the accelerated schedule, the city allowed contractors to
consider either DIP or HDPE pipe when bidding the city’s relocation project (see unit price bid sheet). This is a direct
benefit to the highway project and should not be considered elective betterment.
HDPE pipe has a thicker wall and smaller inner diameter than the same sized DIP. To achieve the same flow
characteristics as a 16-inch DIP, a 20-inch HDPE pipe is required. The below chart shows the difference in pipe inner
diameters (ID) between HDPE and DIP.
Sincerely,
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Form ROW-U-35
(Rev. 10/20)
Page 12
________________________________
Initial Date Initial Date
TxDOT Utility
Attachment “H”
Proof of Property Interest
Supporting documentation of compensable property interest that establishes
reimbursement eligibility as referenced in Texas Transportation Code §203.092.
Property interest documented through applicable affidavits and required
attachments.
ROW-U-Affidavit
The roadway improvement project is designated as an Interstate Highway project;
therefore, no supporting documentation of compensable interest is required.
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
7/31/20237/31/2023
Denton CAD
No.
TxDOT Parcel
No.Property Owner
LF of
EasementAcquisition
Width
(ft) Total (SF)Anticipated
Fee Price/SF Total Easement Value
LF of
EasementAcquisition
Width
(ft)
Total
(SF)
Anticipated
Fee Price/SF
Total
EasementValue
Title
PolicyFee
Total
EasementTotal
Water
EasementTotal
Sewer Easement
Total
754965 1 BLUE BEACON INTERNAIONAL INC 818 20 16,359 $1.30 $21,267.00 $317.00 $21,584.00 $21,584.00 $0.00
179418,
36795,
37692,
632459
2 CATDENTON 35 SIX INC 9149 20 182,976 $1.50 $274,464.00 $321.00 $274,785.00 $137,392.50 $137,392.50
37353,
37076 8/8A CATDENTON 35 INC 6203 20 124,051 $1.35 $167,469.00 $321.00 $167,790.00 $83,895.00 $83,895.00
297205 11 NDMAC LTD 2373 20 47,460 $1.26 $59,941.00 $589.00 $60,530.00 $60,530.00 $0.00
135315 14 MUSKET CORP #217 966 20 19,325 $1.65 $31,886.00 $390.00 $32,276.00 $32,276.00 $0.00
37070 16 CRAWFORD, KURT WILLIAM TR OF THE CRAWFORD 768 20 15,352 $2.81 $43,177.50 $471.00 $43,648.50 $43,648.50 $0.00
$600,613.50 $379,326.00 $221,287.50
34524 2 Kaylan's Inc 102 20 2,036 $25.77 $52,465.00 $536.00 $53,001.00 $53,001.00 $0.00
34525 3 MALA STRANA LLC 108 20 2,164 $27.77 $60,103.00 $593.00 $60,696.00 $30,348.00 $30,348.00
618924 4 HOME DEPOT USA INC 438 20 8,752 $12.40 $108,516.00 $321.00 $108,837.00 $108,837.00 $0.00
34521 5 Maruti Jalaram LLC 166 20 3,322 $12.64 $42,000.00 $465.00 $42,465.00 $21,232.50 $21,232.50
34517 6 Coconut Properties LLC 153 20 3,064 $10.10 $30,959.00 $383.00 $31,342.00 $15,671.00 $15,671.00
86868 8 Paces Hotels LLC 348 20 6,957 $10.78 $75,000.00 $700.00 $75,700.00 $37,850.00 $37,850.00
693328 9 Health Services of North Texas, Inc.150 20 3,003 $12.02 $36,109.00 $422.00 $36,531.00 $36,531.00 $0.00
675206 14 Three Willows Land Development LLC 145 20 2,896 $6.38 $18,462.00 50 25 1,244 $2.55 $3,172.00 $296.00 $21,930.00 $21,930.00 $0.00
523508 15A Hunt Windsor LLC 1389 20 27,779 $5.13 $142,518.00 $321.00 $142,839.00 $142,839.00 $0.00
775494 15B 32 HUNDRED WINDSOR GARDENS LP & JRM 293 20 5,867 $22.97 $134,743.00 $321.00 $135,064.00 $135,064.00 $0.00
87582 16.1 Salvaging Teens at Risk Inc D/B/A The Educator Center 54 20 1,089 $6.25 $6,806.00 48 25 1,203 $2.50 $3,008.00 $238.00 $10,052.00 $10,052.00 $0.00
773229 16 Zimmerer Denton LLC 320 20 6,406 $9.85 $63,089.00 $613.00 $63,702.00 $31,851.00 $31,851.00
765175 17/18 RV LAND ACQUISITION LP 293 20 5,868 $7.05 $41,387.00 244 25 6,100 $1.90 $11,590.00 $457.00 $53,434.00 $53,434.00 $0.00
632465 19 Catdenton 35 Four Inc 2608 20 52,151 $5.13 $267,562.00 $321.00 $267,883.00 $267,883.00 $0.00
613725 20 Wilbarger Street, LP 443 20 8,862 $13.86 $122,867.73 $321.00 $123,188.73 $61,594.37 $61,594.37
160306 21 The Rockline-Denton Group P/S 561 20 11,228 $8.94 $100,330.00 $321.00 $100,651.00 $50,325.50 $50,325.50
174371 25 Harris, Lisa J Investment Trust 90 20 1,800 $4.63 $8,325.00 $238.00 $8,563.00 $8,563.00 $0.00
40201,
36937 36/37 Westglen Partners LTD 751 20 15,028 $8.78 $132,020.87 $321.00 $132,341.87 $132,341.87 $0.00
699314 38 Love's Travel Stops & Country Stores Inc 1611 20 32,221 $6.13 $197,543.00 $321.00 $197,864.00 $98,932.00 $98,932.00
36958 39 Foster, Mark D & Madeline 361 20 7,227 $6.12 $44,265.00 $479.00 $44,744.00 $44,744.00 $0.00
39525 40 TA Operating LLC 1080 20 21,604 $7.90 $170,703.00 $321.00 $171,024.00 $85,512.00 $85,512.00
$1,881,852.60 $1,448,536.24 $433,316.37
126931 124 UNT 1021 28 28,597 $20.00 $457,552.00 $321.00 $457,873.00 $228,936.50 $228,936.50
132006 2 TXDOT 434 25 10,859 $15.00 $130,308.00 $321.00 $130,629.00 $0.00 $130,629.00
36534 2A TXDOT 26 25 650 $15.00 $7,800.00 $238.00 $8,038.00 $0.00 $8,038.00
132008 2B TXDOT 84 25 2,104 $15.00 $25,248.00 $345.00 $25,593.00 $0.00 $25,593.00
107996 5 STRUGA PARTNERS LTD P/S 270 20 1,978 $8.95 $17,708.00 $292.00 $18,000.00 $9,000.00 $9,000.00
CSJ-087
CSJ-090
CSJ-074
Permanent Permanent Temporary Construction Easement Temporary Construction Easement
City of Denton I-35 (from I-35 merge/split to Milam) W/WW Easements Appraisal
Permanent + Temporary Construction Easement + Title Policy Fee
SEE U000XXXXX CITY OF DENTON AGREEMENT- RCSJ 0195-03-074
SEE U00011547 CITY OF DENTON AGREEMENT- RCSJ 0195-02-091
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Denton CADNo.TxDOT ParcelNo.Property Owner LF ofEasement
Acquisition
Width(ft) Total (SF)AnticipatedFee Price/SF Total Easement Value LF ofEasement
Acquisition
Width(ft)Total(SF)AnticipatedFee Price/SF
TotalEasement
Value
TitlePolicy
Fee
TotalEasement
Total
WaterEasement
Total
Sewer EasementTotal
CSJ-074
Permanent Permanent Temporary Construction Easement Temporary Construction Easement Permanent + Temporary Construction Easement + Title Policy Fee
108000 6 STUGA PARTNERS 398 20 4,782 $6.76 $32,345.00 $393.00 $32,738.00 $16,369.00 $16,369.00
108002 9 2701 W OAK STREET LLC 223 20 4,467 $18.75 $83,756.25 $759.00 $84,515.25 $84,515.25 $0.00
126918 10 DENTON COUNTY 555 28 13,879 $6.96 $77,298.00 $713.00 $78,011.00 $39,005.50 $39,005.50
36546
36551 11/12 BEN E KEITH 298 20 5,958 $16.61 $79,152.00 $729.00 $79,881.00 $79,881.00 $0.00
171183 16 BEN E KEITH 1093 20 21,858 $8.59 $150,195.00 $321.00 $150,516.00 $150,516.00 $0.00
39258 17 BEN E KEITH CO 426 45 14,203 $8.44 $95,870.00 $845.00 $96,715.00 $96,715.00 $0.00
209152 19.1 TEXAS BLUE HORSESHOE LTD 1257 20 25,137 $6.25 $157,107.00 $321.00 $157,428.00 $78,714.00 $78,714.00
755868 19.2 ALL STORAGE DENTON LLC 733 20 14,665 $9.13 $133,903.00 $321.00 $134,224.00 $0.00 $134,224.00
755868 19.3 ALL STORAGE DENTON LLC 137 20 2,735 $11.10 $30,368.00 $380.00 $30,748.00 $0.00 $30,748.00
165500 20 ERI-HQ LP 200 20 3,990 $6.80 $27,142.00 $358.00 $27,500.00 $13,750.00 $13,750.00
194819 24 RETAIL BLDG INC 233 20 4,667 $15.63 $72,941.00 $681.00 $73,622.00 $36,811.00 $36,811.00
188305 25 GOLDEN ARCH LTD 150 20 3,002 $20.84 $62,570.00 $611.00 $63,181.00 $31,590.50 $31,590.50
167552 26 CB PORTOLIO OWNER LLC 370 20 7,398 $13.64 $100,927.00 $321.00 $101,248.00 $101,248.00 $0.00
167551 27 VICTRON STORES LP 333 20 6,660 $15.50 $103,230.00 $321.00 $103,551.00 $51,775.50 $51,775.50$1,854,011.25 $1,018,827.25 $835,184.00
Total
CSJ 074 20276 20 405,523 $20.00 $598,205 0 20 -$5.00 $0 $2,409
CSJ 087 11466 20 229,324 $20.00 $1,855,774 342 20 8,547 $5.00 $17,770 $8,309
CSJ 090 8242 20 177,589 $20.00 $1,845,420 0 20 -$5.00 $0 $8,591
33435 20 664,832 $20.00 $3,050,385 342 20 8,547 $5.00 $17,770 $15,350
6549 20 147,604 $20.00 $1,249,014 $3,959
39984 20 812,436 $20.00 $4,299,398 342 20 8,547 $5.00 $17,770 $19,309 $4,336,477 $2,846,689 $1,489,788
$0.66 $0.34
Total with Permanent, Temporary Easements and Title:$4,336,477
Water Department Easement $3,083,504.75
Shared Easements with DME $1,252,972.60
Combined Total $4,336,477.35
50% of DME $626,486.30
Total Water/WW Budget $3,709,991.05
Combined Total
Shared Easements with DME
Water Department Easement
Combined Total
Combined Total
Combined Total
SEE U000XXXXX CITY OF DENTON AGREEMENT- RCSJ 0195-03-074
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENTWATER EASEMENT(DOC# 1997-072074)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENTWATER EASEMENT(DOC# 1997-072074)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENTWATER EASEMENT(DOC# 1997-072074)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-072075)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-071534)20' PERMANENT WATERLINE EASEMENT(DOC# 1997-072075)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-071534)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-071534)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-059180)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
20' PERMANENT WATERLINE EASEMENT(DOC# 1997-059180)DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
city of denton maintainsDocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 01
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2234+38 LT to Sta 2241+57 LT
Existing Easement
Instrument Number
2019-171 & 2010-84664
LOT 1, BLOCK A OF
BLUE BEACON INTERNATIONAL ADDITION
BEING 11.787 ACRES IN
THE S.L. JOHNSON SURVEY A-683
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 02
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2226+58 RT to Sta 2280+10 RT
Existing Easement
Instrument Number
DOC# 1997-069142 & DOC# 1997-072074
BEING 4.2005 ACRES IN THE
IGNACIO DE-LOS-SANTOS COY SURVEY A-212,
S.L. JOHNSON SURVEY A-683,
ALEXANDER WHITE SURVEY A-1406
BEING PART OF A 397.160 ACRE TRACT
CATDENTON 35 SIX, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 08
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2280+10 RT to Sta 2331+22 RT
Existing Easement
Instrument Number
DOC# 1997-072075 & DOC# 1997-071534
BEING 1.2399 & 1.6080 ACRES IN
THE JOHN AYERS SURVEY A-2,
THE IGNACIO DE-LOS-SANTOS COY SURVEY A-212
BEING PART OF A 934.575 ACRE TRACT
CATDENTON 35, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 11
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2331+22 RT to Sta 2352+43 RT
Existing Easement
Instrument Number
DOC# 1997-059180
BEING 0.9867 & 0.1028 ACRES IN
THE JOHN AYERS SURVEY A-2, BEING PART OF A
58.823 & 80.379 ACRE TRACT
NDMAC, LTD.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 14
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2352+43 RT to Sta 2360+11 RT
Existing Easement
Instrument Number
1988-57574, 1997-59181, & 1999-113602
BEING 0.4436 ACRES IN
THE JOHN AYERS SURVEY A-2,
BEING PART OF A 13.7027 ACRE TRACT
MUSKET CORPORATION #217
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
TxDOT Highway Project Number:
0195-02-074
TxDOT Parcel 16
RCSJ 0195-02-079
From: US77/Barthold Dr.
To: Milam Rd
Utility Longitudinal Stations:
Sta 2358+08 RT to Sta 2360+11 RT
Existing Easement
Instrument Number
2020-166096
BEING 0.3524 ACRES IN
THE JOHN AYERS SURVEY A-2,
BEING PART OF A 10 ACRE TRACT
KURT WILLIAM CRAWFORD
CITY OF DENTON, DENTON COUNTY, TEXAS
U00017637
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
DocuSign Envelope ID: 2747E5F4-8C3D-42B6-AB35-B03FD9236146
Certificate Of Completion
Envelope Id: 2747E5F48C3D42B6AB35B03FD9236146 Status: Completed
Subject: Complete with DocuSign: U00017637_Complete SUA_City of DentonPart-1.pdf, U00017637_Complete SUA...
Source Envelope:
Document Pages: 216 Signatures: 5 Envelope Originator:
Certificate Pages: 5 Initials: 27 Jose Olivares
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-06:00) Central Time (US & Canada)
125 E. 11th Street
Austin, TX 78701
Jose.Olivares@txdot.gov
IP Address: 204.64.21.247
Record Tracking
Status: Original
7/31/2023 3:23:10 PM
Holder: Jose Olivares
Jose.Olivares@txdot.gov
Location: DocuSign
Security Appliance Status: Connected Pool: StateLocal
Storage Appliance Status: Connected Pool: Texas Department of Transportation Location: DocuSign
Signer Events Signature Timestamp
Sara Hensley
Sara.Hensley@cityofdenton.com
City Manager
City of Denton
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.10
Sent: 7/31/2023 3:44:05 PM
Viewed: 7/31/2023 3:49:50 PM
Signed: 7/31/2023 3:51:51 PM
Electronic Record and Signature Disclosure:
Accepted: 5/13/2021 9:28:56 AM
ID: 5f539cc8-796b-401d-b6e3-eeba072b5a62
Lesley Taylor
Lesley.Taylor@txdot.gov
Texas Department of Transportation
Security Level: Email, Account Authentication
(Optional)Signature Adoption: Pre-selected Style
Using IP Address: 204.64.21.250
Sent: 7/31/2023 3:52:18 PM
Viewed: 7/31/2023 4:34:57 PM
Signed: 7/31/2023 4:42:10 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Darla Payberah
Darla.Payberah@txdot.gov
Utility and Survey Supervisor
TXDOT
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Pre-selected Style
Using IP Address: 108.71.183.12
Signed using mobile
Sent: 7/31/2023 4:42:36 PM
Viewed: 7/31/2023 5:03:27 PM
Signed: 7/31/2023 5:05:15 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
James T. Campbell
James.Campbell@txdot.gov
Director or TP&D
Texas Department of Transportation
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Uploaded Signature Image
Using IP Address: 204.64.21.251
Sent: 7/31/2023 5:05:40 PM
Viewed: 8/1/2023 8:27:12 AM
Signed: 8/1/2023 8:27:14 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Signer Events Signature Timestamp
John Hudspeth
John.Hudspeth@txdot.gov
Deputy District Engineer
Texas Department of Transportation
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Uploaded Signature Image
Using IP Address: 204.64.21.251
Sent: 8/1/2023 8:27:35 AM
Viewed: 8/2/2023 9:33:41 AM
Signed: 8/2/2023 9:34:10 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 7/31/2023 3:44:05 PM
Certified Delivered Security Checked 8/2/2023 9:33:41 AM
Signing Complete Security Checked 8/2/2023 9:34:10 AM
Completed Security Checked 8/2/2023 9:34:10 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
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How to contact Texas Department of Transportation:
Electronic Record and Signature Disclosure created on: 1/9/2015 7:21:34 AM
Parties agreed to: Sara Hensley
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