Control 0016-03-125, ETC Project F 2027(044), ETC Highway IH 35, ETC County HAYS

ADDENDUM ACKNOWLEDGMENT

Each bidder is required to acknowledge receipt of an addendum issued for a specific project. This page is provided for the purpose of acknowledging an addendum.

FAILURE TO ACKNOWLEDGE RECEIPT OF AN ADDENDUM WILL RESULT IN THE BID NOT

BEING READ.

In order to properly acknowledge an addendum, place a mark in the box next to the respective addendum.

ADDENDUM NO. 1

ADDENDUM NO. 2

ADDENDUM NO. 3

ADDENDUM NO. 4

ADDENDUM NO. 5

In addition, the bidder by affixing their signature to the signature page of the proposal is acknowledging that they have taken the addendum(s) into consideration when preparing their bid and that the information contained in the addendum will be included in the contract, if awarded by the Commission or other designees.

1-1

This page intentionally left blank.

Highway IH 35, ETC County HAYS

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of FDR, EDGE MILL, UNDERSEAL AND TOM OVERLAY FR

HAYS COUNTY, TEXAS

The quantities in the proposal are approximate. The quantities of work and materials may be increased or decreased as considered necessary to complete the work as planned and contemplated.

This project is to be completed in 100 working days and will be accepted when fully completed and finished to the satisfaction of the Executive Director or designee.

Provide a proposal guaranty in the form of a Cashier’s Check, Teller’s Check (including an Official Check) or Bank Money Order on a State or National Bank or Savings and Loan Association, or State or Federally chartered Credit Union made payable to the Texas Transportation Commission in the following amount:

SIXTY FOUR THOUSAND AND 00/100 (Dollars) ( $64,000.00)

A bid bond may be used as the required proposal guaranty. The bond form may be detached from the proposal for completion. The proposal may not be disassembled to remove the bond form. The bond must be in accordance with Item 2 of the specifications.

Any addenda issued amending this proposal and/or the plans that have been acknowledged by the bidder, become part of this proposal.

By signing the proposal the bidder certifies:

1. the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the above captioned project.

2. in the event of the award of a contract, the organization represented will secure bonds for the full amount of the contract.

3. the signatory represents and warrants that they are an authorized signatory for the organization for which the bid is submitted and they have full and complete authority to submit this bid on behalf of their firm.

4. that the certifications and representations contained in the proposal are true and accurate and the bidder intends the proposal to be taken as a genuine government record.

• Signed: **

(1) (2) (3) Print Name:

(1) (2) (3) Title:

(1) (2) (3) Company:

(1) (2) (3)

• Signatures to comply with Item 2 of the specifications.

**Note: Complete (1) for single venture, through (2) for joint venture and through (3) for triple venture.

* When the working days field contains an asterisk (*) refer to the Special Provisions and General Notes.

NOTICE TO CONTRACTORS

ANY CONTRACTORS INTENDING TO BID ON ANY WORK TO BE AWARDED

BY THIS DEPARTMENT MUST SUBMIT A SATISFACTORY “AUDITED FINANCIAL

STATEMENT” AND “EXPERIENCE QUESTIONNAIRE” AT LEAST TEN DAYS

PRIOR TO THE LETTING DATE.

UNIT PRICES MUST BE SUBMITTED IN ACCORDANCE WITH ITEM 2 OF

THE STANDARD SPECIFICATIONS OR SPECIAL PROVISION TO ITEM 2 FOR

EACH ITEM LISTED IN THIS PROPOSAL.

TEXAS DEPARTMENT OF TRANSPORTATION

BID BOND

KNOW ALL PERSONS BY THESE PRESENTS,

That we, (Contractor Name)

Hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the Texas Department of Transportation, hereinafter called the Obligee, in the sum of not less than two percent (2%) of the department’s engineer’s estimate, rounded to the nearest one thousand dollars, not to exceed one hundred thousand dollars ($100,000) as a proposal guaranty (amount displayed on the cover of the proposal), the payment of which sum will and truly be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the principal has submitted a bid for the following project identified as:

Control 0016-03-125, ETC

Project F 2027(044), ETC

Highway IH 35, ETC

County HAYS

NOW, THEREFORE, if the Obligee shall award the Contract to the Principal and the Principal shall enter into the Contract in writing with the Obligee in accordance with the terms of such bid, then this bond shall be null and void. If in the event of failure of the Principal to execute such Contract in accordance with the terms of such bid, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not as a penalty but as liquidated damages.

Signed this Day of 20

By:

(Contractor/Principal Name)

(Signature and Title of Authorized Signatory for Contractor/Principal)

*By:

(Surety Name)

(Signature of Attorney-in-Fact) Impressed

*Attach Power of attorney (Surety) for Attorney-in-Fact Surety Seal Only

This form may be removed from the proposal

BIDDER’S CHECK RETURN

IMPORTANT

The space provided for the return address must be completed to facilitate the return of your bidder’s check. Care must be taken to provide a legible, accurate, and complete return address, including zip code. A copy of this sheet should be used for each different return address.

NOTE

Successful bidders will receive their guaranty checks with the executed contract.

RETURN BIDDERS CHECK TO (PLEASE PRINT):

Control 0016-03-125, ETC Project F 2027(044), ETC Highway IH 35, ETC County HAYS

IMPORTANT

PLEASE RETURN THIS SHEET IN ITS ENTIRETY

Please acknowledge receipt of this check(s) at your earliest convenience by signing below in longhand, in ink, and returning this acknowledgement in the enclosed self-addressed envelope.

Check Received By: Date:

Title:

For (Contractor's Name):

Project: County:

NOTICE TO THE BIDDER

In the space provided below, please enter your total bid amount for this project. Only this figure will be read publicly by the Department at the public bid opening.

It is understood and agreed by the bidder in signing this proposal that the total bid amount entered below is not binding on either the bidder or the Department. It is further agreed that the official total bid amount for this proposal will be determined by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts.

Total Bid Amount

Control Project Highway County

ALT ITEM DESC SP Bid Item Description Unit Quantity Bid Price Amount Seq

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Additional Signature for Joint Venture:

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Total Bid Amount _______$2,664.00________

EXAMPLE OF BID PRICES SUBMITTED BY COMPUTER PRINTOUT

0001-03-030

STP 2000(938)HES

SH 20

EL PASO

104 509 REMOV CONC (SDWLK) SY 266.400 $10.000 $2,664.00 1

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

EXAMPLES

BID PRICES SUBMITTED BY HAND WRITTEN FORMAT

Unit price for each plant in place

249 014 FLEX BASE(DEL)(DENSCOT)(TY A GR4 CL2) TON 56,787.00 14

ALT

ITEM-CODE

ITEM

NO

DESC

NO

S.P.

NO.

UNIT BID PRICE ONLY

WRITTEN IN WORDS UNIT

APPROX

QUANTITIES

DEPT

USE

ONLY

190 026 RED OAK 1 1/2” - 1 3/4” GAL BB EA 9.000 1

DLRS

CENTS

DLRS

CENTS

Unit price for each ton of Flexible Base

430 001 001 CL A CONC FOR EXT STR (CULV) CY 45.000 27

Unit price for each cubic yard of Concrete

DLRS

CENTS

610 007 001 RDWY ILL ASSEM(TY ST 50T-8-8)(.4 KW)S EA 13.000 7

Unit price of each Roadway Illumination Assembly

DLRS

CENTS

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

F 2027(044), ETC

Proposal Sheet

HAYS FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

134 7001

BACKFILL (TY A)

STA 207.000 1 DOLLARS

and CENTS

341 7059

D-GR HMA TY-D PG76-22 (LEVEL-UP)

TON 1,802.000 2 DOLLARS

and CENTS

347 7002

TOM-C PG76-22 SAC-B

TON 12,670.000 3 DOLLARS

and CENTS

351 7005

FLEXIBLE PAVEMENT STRUCTURE REPAIR

(6")

SY 21,845.000 4 DOLLARS

and CENTS

354 7049

PLANE ASPH CONC PAV (0"- 1" EDGE MILL)

SY 694.000 5 DOLLARS

and CENTS

354 7050

PLANE ASPH CONC PAV(1")

SY 136,291.000 6 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 7 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 7.000 8 DOLLARS

and CENTS

503 7001

PORTABLE CHANGEABLE MESSAGE SIGN

DAY 300.000 9 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 200.000 10 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 144.000 11 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 2,250.000 12 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 2,250.000 13 DOLLARS

and CENTS

1-5

HAYS FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

506 7044

BIODEG EROSN CONT LOGS (INSTL) (12")

LF 2,250.000 14 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 2,250.000 15 DOLLARS

and CENTS

658 7008

INSTL DEL ASSM (D-SW)SZ 1(WFLX)SRF(BR)

EA 72.000 16 DOLLARS

and CENTS

658 7078

REMOVE DELIN & OBJECT MARKER ASSMS

EA 72.000 17 DOLLARS

and CENTS

662 7005

WK ZN PAV MRK NON-REMOV (W)6"(BRK)

LF 20,722.000 18 DOLLARS

and CENTS

662 7006

WK ZN PAV MRK NON-REMOV (W)6"(DOT)

LF 677.000 19 DOLLARS

and CENTS

662 7008

WK ZN PAV MRK NON-REMOV (W)6"(SLD)

LF 57,302.000 20 DOLLARS

and CENTS

662 7010

WK ZN PAV MRK NON-REMOV (W)8"(DOT)

LF 212.000 21 DOLLARS

and CENTS

662 7012

WK ZN PAV MRK NON-REMOV (W)8"(SLD)

LF 14,218.000 22 DOLLARS

and CENTS

662 7014

WK ZN PAV MRK NON-REMOV (W)12"(LNDP)

LF 528.000 23 DOLLARS

and CENTS

662 7015

WK ZN PAV MRK NON-REMOV (W)12"(SLD)

LF 2,387.000 24 DOLLARS

and CENTS

662 7017

WK ZN PAV MRK NON-REMOV (W)24"(SLD)

LF 6,092.000 25 DOLLARS

and CENTS

662 7018

WK ZN PAV MRK NON-REMOV (W)(ARROW)

EA 46.000 26 DOLLARS

2-5

HAYS FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

662 7019

WK ZN PAV MRK NON-REMOV (W)(DBL

ARW)

EA 43.000 27 DOLLARS

and CENTS

662 7024

WK ZN PAV MRK NON-REMOV (W)(RR XING)

EA 4.000 28 DOLLARS

and CENTS

662 7027

WK ZN PAV MRK NON-REMOV (W)(UTURN

ARW)

EA 8.000 29 DOLLARS

and CENTS

662 7030

WK ZN PAV MRK NON-REMOV(W)(WORD)

EA 33.000 30 DOLLARS

and CENTS

662 7032

WK ZN PAV MRK NON-REMOV(W)36"(YLD

TRI)

EA 30.000 31 DOLLARS

and CENTS

662 7036

WK ZN PAV MRK NON-REMOV (Y)6"(BRK)

LF 118.000 32 DOLLARS

and CENTS

662 7038

WK ZN PAV MRK NON-REMOV (Y)6"(SLD)

LF 68,847.000 33 DOLLARS

and CENTS

662 7040

WK ZN PAV MRK NON-REMOV (Y)12"(SLD)

LF 289.000 34 DOLLARS

and CENTS

662 7051

WK ZN PAV MRK REMOV (REFL) TY II-A-A

EA 60.000 35 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 8,874.000 36 DOLLARS

and CENTS

662 7114

WK ZN PAV MRK SHT TERM (TAB)TY Y-2

EA 2,788.000 37 DOLLARS

and CENTS

666 7009

REFL PAV MRK TY I (W)6"(DOT)(100MIL)

LF 437.000 38 DOLLARS

and CENTS

666 7018

REFL PAV MRK TY I (W)8"(DOT)(100MIL)

LF 177.000 39 DOLLARS

3-5

HAYS FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

666 7024

REFL PAV MRK TY I (W)8"(SLD)(100MIL)

LF 11,035.000 40 DOLLARS

and CENTS

666 7027

REFL PAV MRK TY I (W)12"(LNDP)(100MIL)

LF 440.000 41 DOLLARS

and CENTS

666 7030

REFL PAV MRK TY I (W)12"(SLD)(100MIL)

LF 1,935.000 42 DOLLARS

and CENTS

666 7036

REFL PAV MRK TY I (W)24"(SLD)(100MIL)

LF 3,388.000 43 DOLLARS

and CENTS

666 7042

REFL PAV MRK TY I (W)(ARROW)(100MIL)

EA 46.000 44 DOLLARS

and CENTS

666 7045

REFL PAV MRK TY I(W)(DBL ARROW)

(100MIL)

EA 43.000 45 DOLLARS

and CENTS

666 7051

REFL PAV MRK TY I(W)(UTURN ARW)

(100MIL)

EA 8.000 46 DOLLARS

and CENTS

666 7066

REFL PAV MRK TY I (W)(WORD)(100MIL)

EA 33.000 47 DOLLARS

and CENTS

666 7081

REFL PAV MRK TY I (W)(RR XING)(100MIL)

EA 4.000 48 DOLLARS

and CENTS

666 7090

REF PAV MRK TY I(W)36"(YLD TRI)(100MIL)

EA 30.000 49 DOLLARS

and CENTS

666 7099

REFL PAV MRK TY I(W)(BIKE SYML)(100MIL)

EA 3.000 50 DOLLARS

and CENTS

666 7117

REFL PAV MRK TY I (Y)12"(SLD)(100MIL)

LF 241.000 51 DOLLARS

and CENTS

666 7266

RE PROFILE PM TY I(W)6"(SLD)(100MIL)

LF 34,574.000 52 DOLLARS

4-5

HAYS FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

666 7270

RE PROFILE PM TY I(Y)6"(SLD)(100MIL)

LF 34,312.000 53 DOLLARS

and CENTS

666 7408

REFL PAV MRK TY I (W)6"(BRK)(100MIL)

LF 15,679.000 54 DOLLARS

and CENTS

666 7411

REFL PAV MRK TY I (W)6"(SLD)(100MIL)

LF 13,178.000 55 DOLLARS

and CENTS

666 7420

REFL PAV MRK TY I (Y)6"(BRK)(100MIL)

LF 98.000 56 DOLLARS

and CENTS

666 7423

REFL PAV MRK TY I (Y)6"(SLD)(100MIL)

LF 20,909.000 57 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 274.000 58 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 860.000 59 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 2,031.000 60 DOLLARS

and CENTS

3007 7001

BONDING COURSE

GAL 21,627.000 61 DOLLARS

5-5

CERTIFICATION OF INTEREST IN OTHER BID

PROPOSALS FOR THIS WORK

By signing this proposal, the bidding firm and the signer certify that the following information, as indicated by checking “Yes” or “No” below, is true, accurate, and complete.

A. Quotation(s) have been issued in this firm's name to other firm(s) interested in this work for consideration for performing a portion of this work.

________ YES

________ NO

B. If this proposal is the low bid, the bidder agrees to provide the following information prior to award of the contract.

1. Identify firms which bid as a prime contractor and from which the bidder received quotations for work on this project.

2. Identify all the firms which bid as a prime contractor to which the bidder gave quotations for work on this project.

DISCLOSURE OF LOBBYING ACTIVITIES

Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure.)

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post-award

3. Report Type:

a. initial filing

b. grant

For material change only:

year _______ quarter _____ date of last report ___________

4. Name and Address of Reporting Entity:

Prime Subawardee Tier __________, if known:

Congressional District, if known:

5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Congressional District, if known:

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable: _____________________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobbying Entity (if individual, last name, first name, MI):

b. Individuals Performing Services (including address if different from No. 10a) (last name, first name, MI):

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

11. Amount of Payment (check all that apply):

$ ___________________________ actual planned

13. Type of Payment (check all that apply):

a. retainer

b. one-time fee

c. commission

d. contingent fee

e. deferred

f. other; specify: _______________________________

12. Form of Payment (check all that apply)

a. cash

b. in-kind; specify: nature ____________________ value ____________________

14. Brief Description of Services Performed or to be Performed and Date(s) of Service, including officer(s), employee(s), or Member(s) contacted, for Payment Indicated in Item 11:

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

15. Continuation Sheet(s) SF-LLL-A attached: Yes No

16. Information requested through this form is authorized by title 31 U.S.C. section 1352. This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to the Congress semi-annually and will be available for public inspection. Any person who fails to file the required dis-closure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature: __________________________________________

Print Name: _________________________________________

Title: ______________________________________________

Telephone No: _____________________ Date: ___________

FEDERAL USE ONLY Authorized for Local Reproduction Standard Form - LLL

INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES

This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Use the SF-LLL-A Continuation Sheet for additional information if the space on the form is inadequate. Com-plete all items that apply for both the initial filing and material change report. Refer to the implementing guidance pub-lished by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity or this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in item 4 checks "Subawardee", then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizational level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number, the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence the covered Federal action.

(b) Enter the full names of the individual(s) performing services, and include full address if different from 10(a).

Enter Last Name, First Name, and Middle Initial (MI).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned).

Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed, or will be expected to perform, and the date(s) of any services rendered. Include all preparatory and related activity, not just time spent in actual contact with Federal officials. Identify the Federal official(s) or employee(s) contacted or the officer(s), employee(s), or Member(s) of Congress that were contacted.

15. Check whether or not a SF-LLL-A Continuation Sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name, title, and telephone number.

Public reporting burdon for this collection of infromation is estimated to average 30 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments reguarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burdon, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503.

DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB 0348-0046

CONTINUATION SHEET

Authorized for Local Reproduction

Standard Form - LLL-A

Reporting Entity: ____________________________________ Page ______ of ______

CONTRACTOR’S ASSURANCE

(Subcontracts-Federal Aid Projects)

By signing this proposal, the contractor is giving assurances that each subcontract and further all lower tier subcontracts will incorporate the Standard Specification to Article 9.9, Payment

Provisions for Subcontractors and will also physically attach the following:

Form FHWA 1273

Wage Rates

Special Provision 000-001

Special Provision 000-002

Special Provision 000-007

Required Contract Provisions Federal-Aid Construction

Contracts

All Construction Projects

Nondiscrimination, Sections 3.1-3.6 (include materials and leases of equipment)

Certificate of Nondiscrimination in Employment

Cargo Preference Act Requirements in Federal-Aid

11-25

ENGINEER SEAL

Project F 2027(044), ETC

Highway IH 35, ETC County HAYS

The enclosed Texas Department of Transportation Specifications, Special Specifications, Special Provisions, General Notes and Specification Data in this document have been selected by me, or under my responsible supervision as being applicable to this project.

Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act.

The seal appearing on this document was authorized by:

MORALES, LUISA ALEJANDRA P.E.

July 27, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

151361

MORALES, LUISA ALEJANDRA

County: HAYS Highway: IH 35, ETC.

Control: 0016-03-125, ETC.

General Notes Sheet A

GENERAL NOTES: Version: June 10, 2026

Item Description **Rate 341, 344 Dense-Graded Hot-Mix Asphalt and Superpave 110 LB/SY/IN

347 Thin Overlay Mixtures (TOM)

SAC B

SAC A

113.0 LB/SY/IN

116.0LB/SY/IN

3007 Bonding Course 0.09 GAL/SY ** For Informational Purposes Only

GENERAL

Contractor questions and requests for documents on this project are to be addressed to the following individual(s):

South Austin Orlando.Gallegos@txdot.gov South Austin Ivan.Baker@txdot.gov

Questions and requests for documents will be accepted via the Letting Pre-Bid Q&A web page. All questions and any corresponding responses that are generated will be posted through the same Letting Pre-Bid Q&A web page. This webpage can be accessed from the Notice to Contractors dashboard located at the following Address:

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink for the project you want to view the Q&A for and click on the link in the window that pops up.

References to manufacturer’s trade name or catalog numbers are for the purpose of identification only. Similar materials from other manufacturers are permitted if they are of equal quality, comply with the specifications for this project, and are approved.

If work is performed at Contractor’s option, when inclement weather is impending, and the work is damaged by subsequent precipitation, the Contractor is responsible for all costs associated with replacing the work, if required.

The roadbed will be free of organic material before placing any section of the pavement structure.

Contact the supervisor for the passenger facility at Capital Metro and request the relocation of Capital Metro signs. Contact the supervisor at (512) 385-0190.

Equip all construction equipment used in roadway work with highly visible omnidirectional flashing warning lights.

Intelligent Transportation Systems (ITS) Infrastructure may exist within the limits of this project and that the system must remain operational throughout construction. The exact location of ITS Infrastructure is not known. Contact the TxDOT Area Engineer's or Inspection Team's Office for the location(s) at least 72 hours before commencing any work that might affect present ITS Infrastructure. If system damage occurs, notify TxDOT/CTECC at (512) 974-0883 within one hour of occurrence. Refer to Item 6000 for additional details.

Provide a smooth, clean sawcut along the existing asphalt or concrete pavement structure, as directed. Consider subsidiary to the pertinent Items.

Construct all manholes/valves to final pavement elevations before the placement of final surface. If the manholes/valves are going to be exposed to traffic, place temporary asphalt around the manhole/valve to provide a 50:1 taper. The asphalt taper is subsidiary to the ACP work.

Keep the roadway free of debris and sediment caused by construction activities. Dispose of all material in accordance with federal, state, and local regulations. This work is subsidiary.

Use a self-contained vacuum broom to sweep the roadway and keep it free of sediment as directed. The contractor will be responsible for any sweeping above and beyond the normal maintenance required to keep fugitive sediment off the roadway as directed by the Engineer.

Damage to existing pipes and SET’s due to Contractor operations will be repaired at no expense to the Department.

All locations used for storing construction equipment, materials, and stockpiles of any type, within the right of way, will be as directed. Use of right of way for these purposes will be restricted to those locations where driver sight distance to businesses and side street intersections is not obstructed and at other locations where an unsightly appearance will not exist. The Contractor will not have exclusive use of right of way but will cooperate in the use of the right of way with the city/county and various public utility companies as required.

Coordinate and obtain approval for all bridgework over existing roadways.

Remove and dispose of off the ROW the audible/profile markings, reflectorized markings, and raised markers. Blade pavement edges to remove vegetation. Any areas with excessive asphalt or aggregate will be removed. Continue sweeping excess aggregate off the roadway, riprap, and shoulder up to two weeks after completing the work. This work is subsidiary.

Bridge Vertical Clearance and Traffic Handling.

Notify Department project staff and the local bridge Engineer 10 business days before the following: change in vertical clearance, placing beams/girders over traffic, opening or removing traffic from a bridge or portion of a bridge, and completion of bridge work.

This requirement includes bridge class culverts. Provide vertical clearance for all structures (including signal mast arms, span wires, and overhead sign bridge structures) within the project limit. Submit information and notices to local bridge Engineer at AUS_BRG_Notify@txdot.gov.

During evacuation periods for Hurricane events the Contractor will cooperate with Department for the restricting of Lane Closures and arranging for Traffic Control to facilitate Coastal Evacuation Efforts.

General Notes Sheet B

ITEM 5 – CONTROL OF THE WORK

Place construction or silt fence 2 ft. inside TxDOT ROW along the Railroad ROW. If work is to be performed inside the Railroad ROW, then the Contractor will coordinate with the Railroad for a Railroad Flagger. This work is subsidiary.

Obtain and maintain compliance with additional training requested by UPRR “Property Access Training”.

Place construction stakes at intervals of no more than 100 ft. This work is subsidiary.

Provide a 72 hour advance email notice to AUS_Locate@TxDOT.gov to request illumination, traffic signal, ITS, or toll equipment utility locates. Provide AUS_Locate@TxDOT.gov an electronic pdf of as-builts within 21 calendar days of illumination, traffic signal, ITS, or toll equipment being placed into operation. As-built must include GPS coordinates of manholes and junction boxes. Include final version of RFI’s and revised plan sheets.

Electronic Shop Drawing Submittals.

Submit electronic shop drawing submittals according to the current Guide to Electronic Shop Drawing Submittal which can be found online at, https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html.

Pre-approved producers can be found online at, https://www.txdot.gov/business/resources/materials/material-producer-list.html.

Use the following contact list for all submittals that are not required to be sent to Bridge Division and to copy the Engineer for all submittals to the Bridge Division.

Submittal Contact List Burnet Area Joe.Muck@txdot.gov AUS_BU-ShopReview@txdot.gov Bastrop Area Shane.Swimm@txdot.gov AUS_BA-ShopReview@txdot.gov Georgetown Jeremy.Mikes@txdot.gov AUS_GE-ShopReview@txdot.gov North Austin Matthew.Kelly@txdot.gov AUS_NA-ShopReview@txdot.gov South Austin Ivan.Baker@txdot.gov AUS_SA-ShopReview@txdot.gov Traffic Operations Cory.Jucius@txdot.gov Traffic Operations Sridhar.Ramaiyengar@txdot.gov

AE Qualified Contractors and Producers: (Blind Note: Designer must coordinate with AE to provide list or internet link of qualified Contractors and producers.)

Alignment and Profile.

Unless shown on the plans, profile and alignment data for roadways being overlaid or widened are for design verification only.

Provide survey and construct the roadway in accordance with the typical section. Bid items and data may be provided to adjust cross slope and super elevations.

ITEM 6 - CONTROL OF MATERIALS

Give a minimum of 1 business day notice for materials, which require inspection at the Plant.

The Buy America Material Classification Sheet for clarification on material categorization is located at the following link:

https://www.txdot.gov/business/resources/materials/buy-america-material-classification-sheet.html

Storage of Material Near Structures Do not store equipment or flammable material within 100 ft. of bridges, culverts, or near their openings (portals). Flammable materials include all material that is not metal or aluminum.

ITEM 7 – LEGAL RELATIONS AND RESPONSIBILITIES

The Department will coordinate with TDLR regarding pedestrian elements and sidewalks required by the plans. The Contractor will coordinate with TDLR to procure and provide all permits, licenses, and inspections; pay all charges, fees, and taxes regarding field offices and laboratories.

Roadway closures during key dates, significant traffic generators, and/or special events are prohibited. See notes for Item 502 for the key dates and/or special events.

Refer to the Environmental Permits, Issues and Commitments (EPIC) plan sheets for additional requirements and permits.

When any abandoned well is encountered, cease construction operations in this area and notify the Engineer who will coordinate the proper plugging procedures. A water well driller licensed in the State of Texas must be used to plug a well.

Perform maintenance of vehicles or equipment at designated maintenance sites. Keep a spill kit on-site during fueling and maintenance. This work is subsidiary.

Maintain positive drainage for permanent and temporary work for the duration of the project. Be responsible for any items associated with the temporary or interim drainage and all related maintenance. This work is subsidiary.

Suspend all activities near any significant recharge features, such as sinkholes, caves, or any other subterranean openings that are discovered during construction or core sampling. Do not proceed until the designated Geologist or TCEQ representative is present to evaluate and approve remedial action.

Locate aboveground storage tanks kept on-site for construction purposes in a contained area as to not allow any exposure to soils. The containment will be sized to capture 150% of the total capacity of the storage tanks. The Department will require a PSL map with recharge features defined and PSLs approved before installation of above ground storage tanks.

General Notes Sheet C

PSL in Edwards Aquifer Recharge and Contributing Zone.

Obtain written approval from the Engineer for all on or off right of way PSLs not specifically addressed on the plans. Provide a signed sketch of the location 30 business days before use of the PSL. Include a list of materials, equipment and portable facilities that will be stored at the PSL. The Department will coordinate with the necessary agencies. Approval of the PSL is not guaranteed.

Unapproved PSL is not a compensable impact.

Work over or near Bodies of Water (lakes, rivers, ponds, creeks, dry waterways, etc.).

Keep on site a universal spill kit adequate for the body of water and the work being performed. Debris is not allowed to fall into the ordinary high-water level (OHWL). Debris that falls into the OHWL must be removed at the end of each workday. Debris that falls into the floodway must be removed at the end of each work week or before a rain event. When not in use and at the end of each work shift, all material and equipment must be stored more than 100 ft. away from the ordinary high-water mark. This work is subsidiary.

Install and maintain traffic control devices to maintain a navigable corridor for water traffic. Install devices to restrict water traffic during bridge demo and beam placement. This work is subsidiary.

Before beginning construction, install construction fence, silt fence, rock filter dam, or other temporary barrier from ROW to ROW at a distance 25 feet from the OHWL. This barrier is used to deter construction equipment and personnel from accessing the waterway.

Use items that exist on the plans to create the barrier. If items do not exist, payment will be paid using force account in accordance with Item 9.7, “Payment for Extra Work and Force Account Method.” Sections of the barrier may be removed and replaced to access the work shown on the plans. Upon completion of the work located within the barrier, the barrier must be restored ROW to ROW and remain until the project is complete.

Equipment is not allowed to access the area below the OHWL. If allowed to access the area below the OHWL, provide a 14-calendar day notice to the Engineer before accessing the water with equipment. Provide a sketch of the pad that will be placed in the water to support the equipment. The pad should be made of 3 in. x 5 in. rock or other material that can be removed when the work is complete.

All pads thicker than 2 ft. must be enclosed by portable concrete traffic barrier to help contain the material. This work is subsidiary.

Equipment is not allowed to cross the waterway from bank to bank. If allowed to cross the water, provide a 14-calendar day notice to the Engineer before installing a temporary crossing. The crossing must be constructed in accordance with the AUS district temporary stream crossing detail. Temporary crossing may not remain in place longer than 12 months unless approved by the Engineer. All work that utilizes the temporary crossing must be completed within 12 months. This work is subsidiary.

Vehicle Idle Restrictions https://www.tceq.texas.gov/airquality/mobilesource/vehicleidling.html) Within the limits of City of Austin, Bastrop County, and Travis County, on road vehicles may not idle more than 5 minutes except for following exemptions: vehicle 14,000 pounds or less, vehicles over 14,000 pounds are certified clean ideal as defined by the EPA, or other exemptions as listed in TAC Title 30, Part 1, Chapter 114, Subchapter J, Division 2, 114.517.

Birds and bats may be nesting within the project limits and concentrated on roadway structures such as bridges and culverts. Remove all old and unoccupied migratory bird nests from any structures, trees, etc. between September 16 and February 28. Prevent migratory birds from re-nesting between March 1 and September 15. Prevention must include all areas within 25 ft. of proposed work. All methods used for the removal of old nesting areas and the prevention of re-nesting must be submitted to the Department 30 business days before beginning work. This work is subsidiary.

If active nests are encountered on-site during construction, all construction activity within 25 ft. of the nest must stop. Contact the Engineer to determine how to proceed.

Tree and Brush Trimming and Removal.

Work will be conducted September 16 through February 28. Work conducted outside this timeframe will require a bird survey.

Submit a survey request to the Department 30 business days before beginning work.

If within the removal time period, removal work may be conducted during delayed start period using proper traffic control per TCP standards.

Upon begin removal operations, all removal work for the project must be completed within 21 calendar days. Completion of removal includes removing from ROW or mulching of all debris.

No extension of time or compensation will be granted for a delay or suspension due to the above bird, bat, and tree/brush requirements.

Law Enforcement Personnel.

Submit charge summary and invoices using the Department forms.

Patrol vehicles must be clearly marked to correspond with the officer’s agency and equipped with appropriate lights to identify them as law enforcement. For patrol vehicles not owned by a law enforcement agency, markings will be retroreflective and legible from 100 ft. from both sides and the rear of the vehicle. Lights will be high intensity and visible from all angles.

No payment will be made for law enforcement personnel needed for moving equipment or payment for drive time to/from the event site. A minimum number of hours is not guaranteed. Payment is for work performed. If the Contractor has a field office, provide an office location for a supervisory officer when event requires a supervising officer. This work is subsidiary.

A maximum combined rate of $85 per hour for the law enforcement personnel and the patrol vehicle will be allowed. Any scheduling fee is subsidiary per Standard Specification 502.4.2.

Cancel law enforcement personnel when the event is canceled. Cancellation, minimums or “show up” fees will not be paid when cancellation is made 12 hours before beginning of the event. Failure to cancel within 12 hours will not be cause for payment for cancellation, minimums, or "show up" time. Payment of actual “show up” time to the event site due to cancellation will be on a case-by-case basis at a maximum of 2 hours per officer.

General Notes Sheet D

Alterations to the cancellation and maximum rate must be approved by the Engineer or pre-determined by official policy of the officer’s governing authority.

Illumination Exterior/Outdoor assemblies for PSL and Field Office Illumination must use Department approved roadway illumination assemblies or a light with a IESNA TM-15-11 BUG rating with an up light value of U0.

Back Up Alarm.

For hours 9 P to 5 A, utilize a non-intrusive, self-adjusting noise level reverse signal alarm. This is not applicable to hotmix or seal coat operations. This is subsidiary.

ITEM 8 – PROSECUTION AND PROGRESS

Working days will be charged in accordance with 8.3.1.4, “Standard Workweek.”

In accordance with SP 008-002, the latest work start date is the August 1st immediately following the authorization to begin work.

Lane Closure Assessment Fee.

The monthly estimate will be deducted a fee per 15-minute interval according to the following schedule for each closure or obstruction that extends beyond the allowable closure time. Fee will be based on Annual Average Daily Traffic (AADT) of the roadway. Use AADT information as shown on the plans. If AADT is not found on the plans please use TxDOT – Statewide Planning Map, https://www.txdot.gov/apps/statewide_mapping/StatewidePlanningMap.html. Ramp and direct connector AADT will be based on the main lane AADT. If the roadway has a peak direction of traffic, the Engineer may reduce the fee by 25 percent for off-peak direction of traffic for up to 30 minutes.

AADT Lane Closure Assessment Fee (per lane per 15 minutes) More than To and Including 0 10000 $150.00

10000 20000 $300.00 20000 40000 $600.00 40000 60000 $900.00 60000 80000 $1,200.00 80000 100000 $1,500.00 100000 $1,800.00

All of IH 35 Mainlanes $2,000.00

ITEM 134 - BACKFILLING PAVEMENT EDGES

If seal coat is final surface, install backfill before placing seal coat.

If scope is overlay or mill & inlay, Place Ty A Backfill at a frequency sufficient to complete backfill immediately following overlay / inlay operation.

Install at 3:1 slope to tie into existing terrain and apply erosion control material per Item 300 at rate of 0.12 GAL/SY.

For TY A backfill, furnish flexible base meeting the requirement for any type or grade, except Grade 4, in accordance with Item 247.

Compressive strengths and wet ball mill for flexible base are waived for this item. Alternate materials include RAP, salvaged material from Item 105, and salvaged material from Item 351. The alternate materials are not required to be tested but visually verified as 100% passing a 2.5 in. sieve.

The use of excavated material produced by Item 351 – “Flexible Pavement Structure Repair” and Item 354 “Planing and Texturing Pavement” will be allowed for use as Ty A Backfill as approved by the Engineer. See applicable sections and notes for ownership of salvaged materials not used for backfill.

ITEM 300s – SURFACE COURSES AND PAVEMENTS For seal coat applications: Asphalt cements, cutback, performance-graded asphalt season is May 1 thru September 15. Emulsified asphalt season is April 1 thru October 15.

The latest work start date for asphalt season is August 1 when a date is required per special provision to Item 8.1.

Overlay and seal coat projects must include placement of surface material on the existing mailbox turnouts, including turnouts that are worn paths without a pavement structure. Apply a new surface and material as necessary to create a mailbox turnout with a cross slope that matches the adjacent pavement. Payment of work will be in accordance with the item for the type of material placed. If no bid item for payment is provided in the Contract, the work will be measured and paid for in accordance with Article 9.7., “Payment for Extra Work and Force Account Method.”

ITEMS 341 THRU 348 - HOT-MIX ASPHALT PAVEMENT

Core holes may be filled with an Asphaltic patching material meeting the requirements of DMS-9203 or with SCM meeting requirements of DMS-9202.

Remove and dispose of off the ROW the audible/profile markings, reflectorized markings, and raised markers.

Install transverse butt joints with 50 ft. H: 1 in. V transition from the new ACP to the existing surface. Install a butt joint with 24 in.

H: 1 in. V transition from the new ACP to a driveway, pullout or intersection. Saw cut the existing pavement at the butt joints. This work is subsidiary.

Use a device to create a maximum 3H:1V notched wedge joint on all longitudinal joints of 2 in. or greater. This work is subsidiary.

General Notes Sheet E

Before milling, core the existing pavement to verify thickness. This work is subsidiary.

Ensure placement sequence to avoid excess distance of longitudinal joint lap back not to exceed one day’s production rates.

Submit any proposed adjustments or changes to a JMF before production of the new JMF.

Tack every layer. Do not dilute tack coat. Apply it evenly through a distributor spray bar.

Provide a minimum transition of 10-ft for intersections, 10-ft for commercial driveways, and 6-ft for residential driveways unless otherwise shown on the plans.

Irregularities will require the replacement of a full lane width using an asphalt paver. Replace the entire sublot if the irregularities are greater than 40% of the sublot area.

Lime or an approved anti-stripping agent must be used when crushed gravel is used to meet a SAC “A” requirement.

When using RAP or RAS, include the management methods of processing, stockpiling, and testing the material in the QCP submitted for the project. If RAP and RAS are used in the same mix, the QCP must document that both of these materials have dedicated feeder bins for each recycled material. Blending of RAP and RAS in one feeder bin or in a stockpile is not permitted.

Asphalt content and binder properties of RAP and RAS stockpiles must be documented when recycled asphalt content greater than 20% is used.

No RAS is allowed in surface courses.

Department approved warm-mix additives is required for all surface mix application when RAP is used. Dosage rates will be approved during JMF approval.

The Hamburg Wheel Test will have a minimum rut depth of 3mm except for SMA with HPG or PG 76.

ITEMS 341 - DENSE-GRADED HOT-MIX ASPHALT

Design all Type D mixtures as a surface mix, maximum 15% RAP, and without RAS.

For all mix types, do not use a substitute PG binder for 76-22. When using substitute binders, mold specimens for mix design and production at the temperature required for the substitute binder used to produce the HMA.

The Hamburg Wheel minimum number of passes for PG 64 or lower is reduced to 7,000. The Engineer may accept Hamburg Wheel test results for production and placement if no more than 1 of the 5 most recent tests is below the specified number of passes and the failing test is no more than 2,000 passes below the specified number of passes.

ITEMS 347 - THIN OVERLAY MIXTURES (TOM)

Provide informational shear bond strength testing in accordance with Item 341.

For SAC A, blending SAC B aggregate with an RSSM greater than the SAC A rating or 10, whichever is greater, is prohibited.

Produce mixture with a Department approved WMA additive or process to facilitate compaction when the haul distance is greater than 40 miles or when the air temperature is 70°F and falling. WMA processes such as water or foaming processes are not allowed under these circumstances.

Provide a minimum transition of 10’ for intersections, 10’ for commercial driveways, and 6’ for residential driveways unless otherwise shown on the plans.

ITEM 351 – FLEXIBLE PAVEMENT STRUCTURE REPAIR

Unless otherwise shown on the plans, use the AUS District Flexible Pavement Details found at www.txdot.gov/about/districts/austin-district/district-standards.html.

The use of excavated material produced by Item 351 – “FLEXIBLE PAVEMENT STRUCTURE REPAIR” and Item 354 “PLANING AND TEXTURING PAVEMENT” will be allowed for use as Ty A Backfill as approved by the Engineer. Contractor retains ownership of salvaged materials not used for backfill.

ITEM 354 - PLANING AND TEXTURING PAVEMENT

Contractor retains ownership of salvaged materials.

Unless shown on the plans, mill and resurface the work area during each shift on roadways with ADT greater than 20,000 or if milling will expose the flex base or subgrade per the typical section. Unless shown on the plans, mill and resurface a work area within 5 days for roadways with ADT 20,000 or less.

Taper permanent transverse faces 50 ft. per 1 in. Taper temporary transverse faces 25 ft. per 1 in. Taper permanent longitudinal faces 6 ft. per 1 in. HMA may be used as temporary tapers. Provide minimum 1 in. butt joints at bridge ends and paving ends. This work is subsidiary.

Milled surfaces directly covered by a mat thickness of 1 in. or less must produce a milled texture with a ridge to valley depth (RVD) no greater than 0.25 in. (6.5 mm).

The use of excavated material produced by Item 351 – “FLEXIBLE PAVEMENT STRUCTURE REPAIR” and Item 354 “PLANING AND TEXTURING PAVEMENT” will be allowed for use as Ty A Backfill as approved by the Engineer. Contractor retains ownership of salvaged materials not used for backfill.

General Notes Sheet F

ITEM 502 - BARRICADES, SIGNS, AND TRAFFIC HANDLING

Table 1

Roadway Limits Allowable Closure Time IH 35 All (1 lane closed) 9 P to 5 A IH 35 All (2 lanes closed, HMA or Pavement Work) 9 P to 5 A IH 35 All (2 lanes closed, all work) 11 P to 5 A SH 45 US 183 to SH130 8 P to 5 A LP 1 William Cannon to Parmer Lane 8 P to 5 A US 183 SH 29 to FM 1327 8 P to 5 A SH 71 SH 130 to IH 35 8 P to 5 A SH 71 SH 304 to Tahitian Drive 8 P to 5 A SH 71 US 290 W to RM 3238 8 P to 5 A US 290 W IH 35 to Nutty Brown Rd 8 P to 5 A US 290 E IH 35 to SH 95 8 P to 5 A FM 734 FM 1431 to US 290 E 8 P to 5 A US 79 IH 35 to Bus 79 in Taylor 8 P to 5 A RM 1431 Lohmans Ford Rd to IH 35 8 P to 5 A SH 29 LP 332 western terminus to SH 130 8 P…