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Contract - John King Construction, Ltd. - 5/28/2026 Fire Station #11 Volume No. 1 Proposal Documents TABLE OF CONTENTS Section Description No. of Pages 00020 Notice to Bidders 1 00100 Instructions to Bidders 4 Exhibit A 1 QUESTIONNAIRE 8 00200 Bid Bond 2 00300 Proposal Form 4 00410 Statement of Bidder's Safety Experience 1 00500 Agreement 5 00600 Insurance & Construction Bond Forms Performance & Payment Bond Instructions I Insurance Instructions 1 00610 Performance Bond 2 00620 Payment Bond 2 00650 Certificate of Liability Insurance 1 00700 General Conditions 41 00800 Supplemental General Conditions 2 00900 Special Conditions 5 01000 Technical Specifications 5 02000 Plans, Details and Notes 2 8-2016 Table of Contents 00090665 Notice to Proposers Pursuant to the provisions of Texas Local Government Code, Section 2269.056, it is the intention of the City of Round Rock to select,via the Request for Proposal,to select a Prime Contractor by using the Competitive Sealed Proposal process for the construction of the Fire Station#11 as generally described herein. The project includes 15,262 SF masonry and stone clad fire station for the City of Round Rock. The new facility is fully sprinkled, Class`B"occupancy and construction Type V-B. It will be built on City of Round Rock owner property located at 125 E. Seton Parkway, Round Rock, Texas 78665. Estimated construction budget is $10,900,000.00. Proposals are required to be submitted through the City's procurement portal"Bonfire" at: hgps://roundrocktexas.bonfirehub.com. Proposals must be electronically submitted in sufficient time so as to be received on or before the time and date shown on this Request. It is the sole responsibility of the Proposer to ensure the timely submittal of the Proposal. Bonfire will no longer accept Proposals after 3:OOPM on February 19,2026. No oral, telegraphic, or facsimile proposals will be accepted. No late proposals will be accepted. No proposals may be withdrawn after the scheduled proposal deadline. All proposals received after the scheduled proposal deadline cannot be considered and will not be accepted. Proposals are to include the specific qualification information requested in the sequence and format prescribed in the Proposal Packet that may be obtained from https://roundrocktexas.bonfirehub.com. The proposal packets will be available beginning 3:OOPM on January 16,2026. A pre-proposal meeting will be held online via Teams Join a Microsoft Teams Meetingby ID I Microsoft Teams (Teams Meeting ID: 265 961 626 376 7 and Access Code: WJ62BD2h) on January 22,2026,at 9:00 AM Attendance is encouraged but is not mandatory. The Architect/Engineer and the Owner's Rep will be in attendance to discuss the project. Proposals received will be opened and publicly displayed on Bonfire,in the form of a"Bid Tab"and available through Bonfire shortly after the Proposal deadline. Proposals will be publicly opened and read aloud online on February 19, 2026, at 3:15PM via Teams Join a Microsoft Teams Meeting by ID (Microsoft Teams (Enter Teams Meeting ID: 299 630 388 7018 and Access Code: Uy99Pg3Q). Each proposal must be accompanied by a cashier's check or acceptable bond payable to the City of Round Rock in an amount not less than five percent(5%)of the total proposed contract sum,plus alternates as submitted. The successful proposer will be required to furnish payment bonds and performance bonds in amounts equal to one hundred percent(100%)of the contract sum,in accordance with chapter 2253 of the Texas government Code,within five (5) days of award of contract. Selection of the successful Proposer will be based on the selection criteria set forth in the instructions to proposers. In case of ambiguity,duplication or obscurity in the proposals,The City of Round Rock reserves the right to reject any and/or all proposals and waive any informalities and irregularities in any and/or all proposals received in Bonfire. Contractors and subcontractors shall pay to laborers, workman and mechanics the prevailing wage rates as determined by the City of Round Rock Publication Dates: Austin American Statesman The Round Rock Leader 1. 1/18/2026 1. 1/16/2026 2. 1/25/2026 2. 1/23/2026 00100 INSTRUCTIONS TO PROPOSERS City of Round Rock, Texas Instructions to Proposers: Section 00100 INSTRUCTIONS TO PROPOSERS Fire Station#11 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract forms, including General Conditions and Supplemental General Conditions and other specification sections, are applicable documents. 1.2 DEFINITIONS A. All definitions set forth in the General Conditions and Supplemental General Conditions, in Round Rock's "Standard Form of Agreement between Owner and Contractor," and in other contract documents are applicable to these proposal documents. B. Proposals are required to be submitted through the City's procurement portal "Bonfire" at: https://roundrocktexas.bonfirehub.com. Proposal documents include the Request for Competitive Sealed Proposals for Construction Services, Instructions to Proposers, Proposal Form, sample bond and contract forms, and the proposed contract documents including any addenda issued prior to receipt of proposals. C. Addenda are written or graphic instruments issued prior to the close date in Bonfire of the proposals which modify or interpret the proposal documents (including drawings and specifications) by additions, deletions, clarifications, or corrections. Addenda become part of the contract documents when the Standard Form of Agreement between Owner and Contractor is executed. D. The City of Round Rock may be referred to in the proposal documents as Owner. E. A proposal is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the proposal documents. F. The base contract sum is the sum stated in the proposal for which the Proposer offers to perform the work described in the proposal documents as the base, to which work may be added or from which work may be deleted, for sums stated in alternate proposals, if alternate proposals are required. G. An alternate proposal(or alternate) is an amount stated in the proposal to be added to or deducted from the amount of the base contract sum and the corresponding change in the work, as described in the proposal documents or in the proposed contract documents. H. A unit price is an amount stated in the proposal as a price per unit of measurement for materials or service as described in the proposal documents or in the proposed contract documents. I. A Proposer is a person or entity who submits a proposal. J. A subcontractor is a person or entity who submits a proposal to a Proposer for materials or labor for a portion of the Work. K. The Contractor is the person or entity that has been determined to provide the best value for Owner based on Owner's Selection Criteria and its ranking evaluation, and to whom Owner awards the contract. L. Contract refers to the City of Round Rock's"Standard Form of Agreement between Owner and Contractor." 1.3 EXAMINATION OF DOCUMENTS AND SITE A. Each Proposer, by making a proposal, represents that she/he has read and understands the proposal documents. B Each Proposer, by making a proposal, represents that she/he has visited the site, performed investigations and verifications as she/he deems necessary, and familiarized her/himself with the local conditions under which the Work is to be performed, and will be responsible for any and all errors in her/his proposal resulting from failure to do so. C. The location and elevations of the various utilities and pipe work included within the scope of the Work are offered as a general guide only, without guarantee as to accuracy. The Proposer shall verify and investigate to her/his own satisfaction the location and elevation of all utilities, pipe work, and the like and shall adequately inform her/himself of their relation to the work before submitting a proposal. D. Before electronically submitting a proposal in Bonfire each Proposer will, at Proposer's own expense, make or obtain any additional examinations, investigations, explorations,tests and studies and obtain any additional information (surface, subsurface, and underground facilities) at or contiguous to the site, or otherwise, which may affect cost, progress,performance or furnishing of the Work and which Proposer deems necessary to determine her/his proposal for performing and furnishing the Work in accordance with the time, price and other terms and conditions of the contract documents. E. On request in advance, Owner will provide each Proposer access to the site to conduct explorations and tests as each Proposer deems necessary for submission of a proposal. Proposer shall fill all holes, clean up, and restore the site to its former condition upon completion of such explorations. F. The lands upon which the Work is to be performed,all rights-of way and easements for access thereto, and other lands designated for use by Contractor in performing the Work are identified in the contract documents. G. Each Proposer,by making her/his proposal,represents that her/his proposal is based upon the materials, systems, and equipment required by the proposal documents without exception. 1.4 PROPOSAL DOCUMENTS A. Complete sets of proposal documents shall be used in preparing proposals;neither Owner nor the Architect or Engineer assumes any responsibility for errors or misinterpretations resulting from use of incomplete sets of proposal documents. B. Owner or the Architect or Engineer, in making copies of the proposal documents available on the above terms, do so only for the purpose of obtaining proposals on the Work and do not confer a license or grant for any other use. 1.5 PROPOSAL PROCEDURES A. All proposals shall be prepared on the Proposal Form provided by the Architect or Engineer and submitted in accordance with these Instructions to Proposers. Proposers shall provide all requested information. B. A proposal is invalid if it has not been submitted through the City's procurement portal "Bonfire" at: https://roundrocktexas.bonfirehub.com indicated in the Request for Competitive Sealed Proposals for Construction Services and/or the Notice to Proposers [included at Section 00020 of the Project Manual], or prior to any extension thereof issued by addenda to the proposers. Proposals must be electronically submitted in sufficient time so as to be received on or before the time and date shown on this Request. It is the sole responsibility of the Proposer to ensure the timely submittal of the Proposal. Proposals received after submission deadline will be considered unacceptable and shall be considered void. Owner shall never be held responsible for lateness of submissions or electronic submittal errors in Bonfire. C. Unless otherwise provided in any supplement to these Instructions to Proposers,no proposer shall modify, withdraw, or cancel her/his proposal or any part thereof for one hundred twenty(120)days after the time designated for the receipt of proposals in the Request for Competitive Sealed Proposals for Construction Services. D. Proposals shall not contain any recapitulation of the Work to be done. E. Proposers shall make no additional stipulations on the Proposal Form,nor limit,nor qualify proposals in any other manner. Proposals so qualified will be subject to disqualification. F. Itemized Bids and listed Key Subcontractors are due three (3) business days after bid opening or by February 24, 2026, at 3:00 PM. Itemized bids must be submitted on the form included with the proposal documents and include a breakdown of major divisions of construction and key Subcontractors list. Key Subcontractors can be described as a licensed trade, any Subcontract totaling 3% or more of the proposed contract sum, or a critical path Subcontractor. Itemized Bids must be submitted in Bonfire, by the date described herein. Email with read receipt is advised. G. A Financial Statement may be included with proposal,marked,"CONFIDENTIAL," and submitted through the City's procurement portal "Bonfire" at https://roundrocktexas.bonfirehub.com. *In lieu of an electronic submittal, a paper copy of the Financial Statement may be delivered to Round Rock City Hall, 221 E. Main Street, Round Rock, TX 78664 before the proposal due date. Financial Statements must be in a sealed envelope and marked "CONFIDENTIAL," addressed to: Attn: Hayden Schiller, General Services RE: Fire Station #11 221 E. Main Street, Round Rock, TX 78664 Sealed envelopes received will be time and date stamped. Any envelopes received after the proposal deadline will not be accepted. H. Summary of Key Dates: Bid Release: 1/16/2026 Pre-Bid Online Teams Meeting: 1/22/2026 Questions/Substitutions Due: 2/5/2026 Answers/Addendum Due: 2/9/2026 Proposals Due: 2/19/2026 CORR Sends Reference Check Requests: 2/20/2026 Itemized Bid and Key Subcontractors Due: 2/24/2026 Response from References Due: 3/3/2026 CORR Scoring Committee Meeting: 3/5/2026 Top Ranked Proposer Interviews: 3/12/2026 (please keep this date available for interviews) 1.6 DISCREPANCIES AND AMBIGUITIES A. Each proposer shall examine the proposal documents carefully and, not later than, 9:00 AM on February 5, 2026, shall make a request, via Bonfire and Bonfire only, to the Owner for questions, interpretations, or corrections of any ambiguity, inconsistency, or error therein. Any interpretations, corrections and changes to proposal documents or extensions to the opening date will be made by addenda to the proposal documents by Owner and communicated publicly through: https:Hroundrocktexas.bonfirehub.com Sole authority to authorize addenda shall be vested in the Owner. All responses will be sent via addenda, prior to bid closing, through Bonfire and Bonfire only. Proposers shall acknowledge receipt of all addenda in Bonfire. It shall be the Proposer's sole responsibility to insure receipt of all addenda before proposal submission in Bonfire. 1.7 SUBSTITUTIONS A. Each Proposer represents that her/his proposal is based upon the materials and equipment described in the proposal documents. B. No substitution will be considered unless written request has been submitted to the Owner for approval not later than 9:00 AM on February 5, 2026. C. If the Architect or Engineer and Owner approve a proposed substitution, such approval will be set forth in an addendum. D. Substitutions not submitted and approved by 3:00 PM on February 9, 2026 may be added as a Voluntary Alternate and submitted at time of bid on the proposal form. 1.8 QUALIFICATION OF PROPOSERS A. Every Proposer shall submit with her/his proposal a properly executed Questionnaire. References Note (Refer to Section 5.1 in 00150 Questionnaire): Provide a representative contact with your company that is responsible for providing reference checks to the City of Round Rock (provide name, email, and phone). The City of Round Rock will select references from the list your company provides. The City of Round Rock will email your company's representative contact a link to an online survey for reference checks on February 20th, 2026. Your company's representative contact is responsible for sending the link to the references that the City of Round Rock has selected to complete the online survey. Responses will be due by 3:00pm on March 3`d, 2026. Lack of response will result in a no score for the bidder. B. Proposers may be disqualified and their proposals not considered for, by way of illustration but not by way of limitation, any one or more of the following reasons: 1. Reasonable information or belief that collusion exists among Proposers; 2. Proposer being interested in any manner in any litigation involving Owner; 3. Proposer being in arrears on any existing contract or having defaulted on any previous contract; 4. Lack of competency as revealed by the financial statement, experience and equipment, Questionnaire, or qualification statement; 5. Uncompleted work which in the judgment of Owner will prevent or hinder the prompt completion of additional work if awarded. 1.9 PREPARATION OF PROPOSAL A. Proposer shall submit her/his proposal on the Proposal Form furnished as part of the proposal documents in the required format. All blank spaces in all forms shall be correctly filled in and the Proposer shall state the prices, written in words and in figures. Where there is a discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the proposal is submitted by an individual,that person's name must be signed by that person or by that person's duly authorized agent. If the proposal is submitted by a firm, association or partnership, the name and address of each member must be given, and the proposal must be signed by an official or duly authorized agent. Powers of Attorney which authorize agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. 1.10 PROPOSAL SECURITY A. Each proposal must be accompanied by proposal security made payable to Owner in an amount of five percent (5%) of the Proposer's maximum proposal price; and same shall be in the form of a cashier's check or a Proposal Bond, duly executed by Proposer as principal and having as surety thereon a corporate surety authorized and admitted to do business in the state of Texas and licensed to issue such bond, as a guarantee that Proposer will enter into the City's contract and execute the required Performance and Payment Bonds within five (5) days of Owner's award of contract. B. The Proposal Security will be retained until such Proposer has executed the Standard Form of Agreement between Owner and Contractor, and furnished the required bonds,whereupon the proposal security will be returned. If Proposer fails to execute and deliver the Standard Form of Agreement between Owner and Contractor and furnish the required bonds within five (5) days of Owner's award of contract, Owner may annul the award of contract. In that event, the proposal security of that Proposer will be become the property of Owner, not as a penalty but as liquidated damages. Owner reserves the right to award the contract to the next-ranking Proposer based on Owner's evaluations of the proposal, as Owner deems it to be in the best interests of Owner. The proposal security of the other proposers whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of the seventh (7`h) day after the effective date of the Standard Form of Agreement between Owner and Contractor or the one hundred twentieth(120th) day after the proposal opening,whereupon the proposal security furnished by such proposers will be returned. C. Owner has the right to retain the proposal security of all Proposers until either: 1. The Standard Form of Agreement between Owner and Contractor has been executed and the bonds have been furnished, or 2. The specified time has elapsed so that proposals may be withdrawn, or 3. All proposals have been rejected. 1.11 PERFORMANCE BOND & LABOR& MATERIAL PAYMENT BOND A. Contractor shall post with Owner, within five (5) days of Owner's award of contract, a Performance Bond in the amount of one hundred percent(100%) of the total contract price in such form as is deemed satisfactory by Owner. This bond shall be executed by a corporate surety company duly authorized and admitted to do business in the state of Texas and licensed to issue such bond in the state. B. Contractor shall post with Owner, within five (5) days of Owner's award of contract, a Payment Bond in the amount of one hundred percent(100%) of the total contract price in such form as is deemed satisfactory by Owner. This bond shall be executed by a corporate surety company duly authorized and admitted to do business in the state of Texas and licensed to issue such bond in the state. C. In addition to the above requirements, if the amount of any bond exceeds One Hundred Thousand and No/100 Dollars ($100,000.00), then the surety on such bond must also: 1. Hold a certificate of authority from the United States Secretary of the Treasury to qualify as a surety on obligations permitted or required under federal law; or 2 Have obtained reinsurance for any liability in excess of$100,000.00 from a reinsurer that is authorized and admitted as a reinsurer in Texas and is the holder of a certificate of authority from the United States Secretary of the Treasury to qualify as a surety or reinsurer on obligations permitted or required under federal law. In determining whether the surety on the bond or the reinsurer holds a certificate of authority from the United States Secretary of the Treasury, Owner may conclusively rely on the list of companies holding certificates of authority as acceptable sureties on federal bonds and as acceptable reinsuring companies published in the Federal Register by the United States Department of the Treasury covering the date on which the bond was executed. D. Contractor must file, along with the Performance Bond and Payment Bond, all documents and information necessary to establish that the agent signing the bond is authorized to write the bond in the amount requested and, if applicable, that reinsurance requirements have been met, including limits and ratings or other evidence of company solvency. E. If the corporate surety company on any bond furnished by Contractor to Owner is declared bankrupt or becomes insolvent or such corporate surety company's right to do business in the state of Texas is revoked, then Contractor shall within five (5) days thereafter substitute another bond and corporate surety company, both of which must be deemed acceptable by Owner. 1.12 FILING PROPOSAL A. No proposal will be considered unless it is filed with Owner within the time limit for receiving proposals as stated in the Request for Competitive Sealed Proposals and/or the Notice to Proposers [included at Section 00020 of the Project Manual]. Each proposal is required to be submitted through the City's procurement portal "Bonfire" at: https://roundrocktexas.bonfirehub.com. 1.13 MODIFICATION AND WITHDRAWAL OF PROPOSAL A. No proposal may be withdrawn or modified after the proposal closing except where the award of the contract has been delayed beyond one hundred twenty (120) days after date of proposal opening. 1.14 IRREGULAR PROPOSAL A. Proposals will not be considered if they show any omissions, alterations of form, additions, conditions not requested, unauthorized alternate proposals, or irregularities of any kind. However, Owner reserves the right to waive any irregularities and to make the award in the best interests of Owner. 1.15 REJECTION OF PROPOSAL A. Proposer acknowledges the right of Owner to reject any or all proposals and to waive any informality or irregularity in any proposal received. In addition, Proposer recognizes the right of Owner to reject a proposal if Proposer failed to furnish any required proposal security, or to submit the data required by the proposal documents, or if the proposal is any way deemed incomplete or irregular. 1.16 SELECTION CRITERIA AND OWNER EVALUATION A. Owner intends to award the contract to the Proposer whose proposal represents the best value to Owner according to the selection criteria and the relative weighting set forth herein. The selection criteria that Owner will use in selecting the successful Proposer and the relative weighting of such criteria are as follows: Selection Criteria a) Price: The quoted price, cost methodology, alternatives proposed, and markup for changes. (Total 40pts.) b) Past Projects with References Listed: 1) Has the proposer performed local projects (local is defined as the Austin-Round Rock MSA) if yes, projects listed? 2) Are there governmental clients listed (with contact A. No contract shall be binding on Owner until it has been executed by Owner or its duly authorized representative, and same delivered to Contractor. 1.18 FAILURE TO EXECUTE CONTRACT A. The failure of the Proposer to execute the required bonds or to sign the required contract within five (5) days after the Contractor is notified that the scoring committee has selected them as the 1St choice contractor shall be considered by Owner as abandonment of the proposal, and Owner may rescind the notice. 1.19 PURCHASE ORDER A. Purchase order(s) shall be generated by Owner to Contractor. The purchase order number must appear on all itemized invoices. 1.20 NOTICE TO PROCEED A. Upon the execution of bonds and contract, Owner will issue a written Notice to Proceed to Contractor requesting that she/he proceed with construction and establishing the commencement of the contract time; thereafter, Contractor shall commence work within ten (10) calendar days after the date of Notice to Proceed. 1.21 CONSTRUCTION SCHEDULE A. The time for completion is up to Four Hundred and Fifty-Seven(457)calendar days for construction from the notice to proceed letter and such deadline for completion will be included in the Standard Form of Agreement between Owner and Contractor. 1.22 LIQUIDATED DAMAGES A. Should Contractor fail to achieve completion of the work within the specified completion schedule, then the sum of Five Thousand Dollars and Zero Cents ($5,000.00) per calendar day of delay will be deducted from the monies due Contractor for the work, and such sums shall be reasonable liquidated damages due to the impracticability or impossibility of ascertaining the actual damages. 1.23 PERMITS A. Contractor shall be responsible for obtaining all necessary permits. 1.24 MATERIALS TESTING A. Owner will be responsible for providing or contracting for inspection services and materials testing, all in accordance with Texas Local Government Code §271.116(c) and any other applicable statutes. 1.25 WAGE SCALE information) and was the project overall a positive experience for those clients? 3)Are the projects presented equal or greater in complexity,scope, and dollar value when compared with the proposed project? 4) Was the completion of similar projects completed according to the construction schedule(scheduled construction dates included)? (Total 20pts.) C) Company and Construction Team Qualifications: 1) Is the company competent, financially stable, and experienced to complete the proposed project? 2) Has the project manager and superintendent been successful in managing projects of similar size, complexity, and scope as the proposed project? 3) Does the construction team's resumes reflect technical knowledge and practical experience managing and constructing projects, equal to the proposed project? 4)Has this team worked together on previous projects?List the projects. What was the team's contribution to making the previous projects successful?Provide previous project Owner and Architect contact information. Describe why you think the proposed team is the best fit for this project. (Total 20pts.) d) Project Plan, Approach and Quality Control: 1) Are all project steps clearly identified, in a logical order, and does the schedule meet the City's needs? 2)Does the company have a valid contingency plan if delays occur and the ability to execute that plan? 3) Can the company complete the project within the schedule and accomplish existing commitments? 4) Is the proposed program for quality control sound and specifically related to the project? (Total 20pts.) B. Proposals shall be publicly opened, and the names of each Proposer shall be read aloud, together with all prices stated in each proposal. Proposals will be publicly opened and read aloud on February 19,2026 at 3:15 PM via Teams Join a Microsoft Teams Meeting by ID I Microsoft Teams Teams Meeting ID: 299 630 388 7018 and Access Code: Uy99Pg3Q C. Within forty-five(45)days after the proposals are opened,Owner or its designated representatives shall evaluate and rank each proposal submitted in relation to the published selection criteria and weighting. D. Owner will initially attempt to negotiate a contract with the first ranked Proposer. If Owner does not require any modifications to the scope, time, or price, then the first ranked Proposer shall execute the Standard Form of Agreement between Owner and Contractor, as awarded. If for any reason Owner is unable to reach contract execution with the first ranked Proposer, then Owner will give written notification to that Proposer that negotiations are ended and will then proceed to negotiate with the next ranked Proposer in the order of selection ranking until such time as a contract is reached or all proposals are rejected. Proposals maybe rejected at any time. 1.17 EXECUTION OF CONTRACT A. In accordance with V.T.C.A.,Government Code,Title 10, §2258"Prevailing Wage Rates," the general prevailing wage rate has been determined for this locality for the craft or type of worker needed to execute work of a similar character to the project listed herein. Contractor shall pay the prevailing wage rate in this locality to all employees and subcontractors performing work on this project, and in no event shall Contractor pay less than the rate shown in the following schedule: Except for work on legal holidays,the"General Prevailing Rate of Per Diem Wage" for the various crafts or type of workers or mechanics is the product of (a) the number of hours worked per day, except for overtime hours, times (b) the above respective rate per hour. B. For legal holidays,the"General Prevailing Rate of Per Diem Wage"for the various crafts or type of workers or mechanics is the product of(a) one and one-half times the above respective rate per hour, times (b) the number of hours worked on the legal holiday. C. For overtime work,the"General Prevailing Rate of Per Diem Wage"for the various crafts or type of workers or mechanics is the product of(a) one and one-half times the above respective rate per hour, times (b) the number of hours worked on overtime. D. Under the provisions of V.T.C.A., Government Code, Title 10, §2258 "Prevailing Wage Rates," Contractor or subcontractor of Contractor shall forfeit as a penalty to the entity on whose behalf the contract is made or awarded, the sum of Sixty and No/100 Dollars ($60.00) for each calendar day, or portion thereof, that the worker is paid less than the wage rates stipulated in the contract. E. If the construction project involves the expenditure of federal funds in excess of Two Thousand and No/100 Dollars ($2,000.00), then the minimum wages to be paid various classes of laborers and mechanics will be based upon the wages that will be determined by the Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on the project of a character similar to the contract work. 1.26 MISCELLANEOUS PROVISIONS A. Any quantities given in any portion of the contract documents, including the plans, are estimates only, and the actual amount of work required may differ somewhat from the estimates. The basis for payment shall be the actual amount of work done and/or material furnished. B. Contractor shall not commence work until she/he has furnished certification of all insurance required and such has been approved by the City of Round Rock, nor shall Contractor allow any subcontractor to commence work on her/his subcontract until proof of all similar insurance that is required of the subcontractor has been furnished and approved. The certificate of insurance form included in the contract documents must be used by Contractor's insurer to furnish proof of insurance. C. Proposals shall be submitted on a separated contract basis. No Texas sales tax shall be included in the prices proposed for materials consumed or incorporated into the finished product under this contract. This contract is issued by an organization that is qualified for exemption pursuant to the provisions of§151.309(5) of the Texas Tax Code. The City of Round Rock will issue an exemption certificate to Contractor. Contractor must then issue a resale certificate to the material supplier for materials purchased. Contractor must have a valid sales tax permit in order to issue a resale certificate. In obtaining consumable materials, Contractor will issue a resale certificate in lieu of payment of sales tax, and the following conditions shall be observed: 1. The contract will transfer title of consumable,but not incorporate,materials to the City at the time and point of receipt by Contractor; 2. Contractor will be paid for these consumable materials by the City of Round Rock as soon as is practicable. Payment will not be made directly, but considered subsidiary to the pertinent item. Contractor's monthly estimate will state that the estimate includes consumables that were received during the month covered by the estimate; and 3. The designated representative of the City of Round Rock must be notified as soon as possible of the receipt of these materials so that an inspection can be made by the City's representative. Where possible,the materials will be labeled as the property of the City of Round Rock. D. If Proposer's insurance company is authorized, pursuant to its agreement with Proposer, to arrange for the replacement of a loss rather than by making a cash payment directly to the City of Round Rock, the insurance company must furnish or have furnished by Proposer a Performance Bond in accordance with §2253.021(b), Texas Government Code, and a Payment Bond in accordance with §2253.021(c), Texas Government Code. Format of Submitted Proposal Cover Sheet Tab A. Bid Bond Tab B. Proposal Form Tab C. Questionnaire 1. Basic information 2. Organization 3. Experience Tab labeled 3.1) Insert Current Project List Tab labeled 3.2) Insert Past Project List Tab labeled 3.5) Insert Claims and Suits Explanation Tab labeled 3.6) Insert up to ten projects constructed inside Austin-Round Rock MSA Tab labeled 3.7) Insert 00410 Statement of Bidders Safety Experience and attached OSHA 200/300 Logs 4. Financial Information Tab labeled 4.1) Insert Financial Statement Tab labeled 4.7) Insert Certificate of Insurance(s) 5. Proposed Personnel Tab labeled 5.1) Insert Personnel Resumes Tab labeled 5.2) Insert Team Projects 6. Proposed Plan, Schedule, and Quality Control Program Tab labeled 6.8) Insert Construction Schedule 7. Ability to Meet Project Schedule Questionnaire Signature/Acknowledgment Exhibit "A" City of Round Rock 1295 Instructions Texas Government Code Sec. 2252.908 requires that prior to a contract being voted on (awarded) by City Council, business entities must disclose interested parties by submitting Form 1295 Certificate of Interested Parties to the Texas Ethics Commission (TEC). CITY COUNCIL CAN NOT VOTE ON A CONTRACT,AGREEMENT, CHANGE ORDER,AMENDMENT, ETC WITHOUT A 1295 BEING FILED FIRST.The item will be removed from the agenda until a 1295 is received. 1295 Instructions 1295s are located on the Texas Ethics Commission (TEC)website. Please follow these links to view instructions for creating an account and for creating a 1295 certificate. • Log into the TEC website to electronically file and submit a Form 1295 • Print, sign &scan, or sign electronically,then email to City Clerk at 1295request@rou nd rocktexas.gov • The 1295 must be received by the City within 5 days of vendor receiving notice or no later than two weeks prior to Council meeting to stay on current Council agenda. 1295 is required when a contract..: • requires an action or vote by the governing body of the entity or agency before the contract may be signed;or • has a value of at least$1 million; • is for services that would require a person to register as a lobbyist under Chapter 305. *A separate 1295 is required for each contract, amendment of, or change made, if that change requires going to City Council for vote/approval. Exemptions: • a contract with a publicly traded business entity, including a wholly owned subsidiary of the business entity;(please notify us of an exemption at 1295request@roundrocktexas.gov) • an interagency contract of a state agency or an institution of higher education; • a contract with an electric utility,as that term is defined by Section 31.002. Utilities Code;or • a contract with a gas utility,as that term is defined by Section 121.001. Utilities Code. Questions regarding requirements for creating an account or issues logging into an existing account can be sent to the Texas Ethics Commission Technical Assistance mailbox. Updated 2/23/24 00150 QUESTIONNAIRE Y GEAR UP AND SEE HOW We Deliver. - 616 KING Round Rock Fire Station No. 11 Competitive Sealed Proposal A=: Hayden Schiller, General Services RE: Fire Station #11 221 E Main St, Round Rock, Texas 78664 Submitted By:JD King, President John King Construction, Ltd 7511 O'Connor Dr, Round Rock, Texas 78681 H N W 0 48 30 80% . OSHA INCIDENTS YEARS IN BUSINESS STATES WORKEDREPEAT, 61A, - -- City of Round Rock, Texas Questionnaire: Section 00150 Request for Competitive Sealed Proposals for Construction Services Round Rock,Texas 78664 QUESTIONNAIRE Please provide the following information in the same sequence and in the same format contained herein. This form may be retyped at the proposer's option. Supplemental materials providing additional information in response to any question may be attached (and must be numbered to correspond to the number of the question), but the information requested below is to be provided in this format. 1. Basic Information: 1.1 Name of organization: John King Construction, Ltd 1.2 Address of principal office: 7511 O'Connor Drive, Round Rock, TX 78681 1.3 Telephone number and facsimile number of principal offices: Telephone number 512 -836-5464 1 facsimile number 512-833-0133 1.4 Form of business organization (e.g., corporation,partnership,joint venture): Partnership 1.5 Year founded: 1978 1.6 Individual named as primary contact(including telephone number if not at principal office): J.D. King, President RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction NO KING CONSTRUCTI 2. Organization: 2.1 How many years has your organization been in business in construction in its current capacity? Forty-Seven years 2.2 How many years has your organization been in business under its present name? Twenty-Three years 2.3 Under what other former names has your organization ever operated? John King, Inc 1983-2003 King Construction 1978-1983 2.4 If your organization is a corporation, answer the following: (a) date and state of incorporation, and(b)names and titles of all corporate officers. N/A 2.5 If your organization is a partnership, answer the following: (a) date of organization; (b) type of partnership (if applicable); and(c)the names of all general partner(s). (a) Date of Organization: May 30, 2003 (b) Type of partnership: Limited (c)Name of General Partner(s): John King, LLC 2.6 If your organization is individually owned, answer the following: (a) date of organization; and(b)name of owner. N/A 2.7 If the form of your organization is other than those listed above: (a)describe it; and(b) name the appropriate owners, officers,principals, etc. N/A 2.8 Is your organization authorized to do business in Texas? N/A 3. Experience: RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� 3.1 Current Work: Attach a list of all projects your organization is currently constructing. For each such project provide: (a) the name, and for whom constructed; (b) location; (c) general nature of the project; (d) construction procurement method(e.g., competitive bid); (e) nature of your services (e.g., general contractor); (f) contract amount; (g) size in square feet; (h) percent complete; and (i) scheduled completion date, including name of owner(and contact person with contact information) and architect(and contact person with contact information). See Attachment 3.1 - Current Work 3.2 Work Over Past Five Years: Attach a list of major projects (particularly any facilities related to this project) constructed by your organization over the preceding five-year period. For each such project provide: (a) the name, and for whom constructed; (b) location; (c) general nature; (d) construction procurement method (e.g., competitive bid); (e) nature of your services (e.g., general contractor); (f) contract amount; (g) size in square feet; (h) original construction budget and actual cost of construction at completion. Describe difference if necessary. (i) start date, completion date, and original construction schedule duration 0) name of owner, including contact person and contact information (k) name of architect, including contact person and telephone number. (1) name of project manager and superintendent See Attachment 3.2 -Work Over Past Five Years RFP—Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� 3.3 List the categories of work that your organization normally performs with its own forces. On this project, do you propose to do any work with your own forces? If so, please describe what work you plan to self-perform. JKC routinely self-performs Earthwork, Demolition, Concrete, Carpentry, Metal Stud Framing, and Drywall. For Round Rock Fire Station #11, we are proposing to self-perform Drywall, Metal Stud Framing, and Light Gauge Metal Roof Trusses. Our self-performing Drywall division worked on Round Rock Fire Stations#4 &#8 and recently completed Round Rock Fire Station#1 and the round rock Sports Center Expansion project. By self-performing drywall we can create a higher level of quality control and schedule accelerations for our clients in both the preconstruction and construction phase of the projects they are on. 3.4 List any subcontractors in which your organization has some ownership and list the categories of work those subcontractors normally perform. N/A 3.5 Claims and Suits: If the answer to any of the questions in this Paragraph 3.5 below is "yes",please attach full details. 3.5.1 Has your organization ever failed to complete any work awarded to it? (Your answer to this question 3.5.1 must include any matters involving your organization and its officers or principals in their current or any past positions. No 3.5.2 Are there any pending or outstanding judgements?No 3.5.3 Are there any pending or outstanding claims?No 3.5.4 Are there any pending or outstanding arbitration proceedings?No 3.5.5 Are there any pending or outstanding lawsuits?No 3.5.6 Within the preceding five years, has your organization filed any lawsuits or requested arbitration with regard to any construction contract?No 3.5.7 Within the preceding five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? No RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N 3.6 List up to ten projects of like size, scope and complexity your organization has performed, if any, inside the Austin-Round Rock MSA and date those projects were completed. 3.6.1 Round Rock Fire Station #1 -Ground Up Fire Station I Round Rock, Tx Oct 2024 3.6.2 Round Rock Sports Center Expansion I Round Rock, Tx I Dec 2025 3.6.3 Hutto Co-Op Lot 7 (4-Story Office Bldg, Parking Garage, & Jack Allens Kitchen) - Hutto, Tx I Oct 2025 3.6.4 Estancia Brazilian Steak House-Ground Up restaurant I Leander, Tx Dec 2025 3.6.5 Texas Humane Heroes-Ground Up Animal Shelter I Leander, Tx I Dec 2024 3.6.6 Sonora Bank Ground Up Bank I Hutto, Tx I Feb 2025 3.6.7 JKC Headquarters-Two Ground Up 2-Story Office Buildings I Round Rock, Tx I Oct 2024 3.6.8 City Centre I & II-Two Ground Up 3-Story Office Buildings I Round Rock, Tx I Feb 2018 & Sep 2020 3.6.9 Hutto City Hall-Ground Up City Hall I Hutto, Tx I Mar 2019 3.6.10 Altamira Charter School-Ground Up School I Austin, Tx I Jul 2018 3.7 Describe your firm's job site safety program for this project and specific safety policies in which each employee must be in compliance. John King Construction, Ltd. (JKC)is committed to executing all work in a manner that protects the health and safety of employees, subcontractors, clients, and the public. Safety is treated as a core operational value and is fully integrated into project planning, daily operations, and field execution. JKC's safety program is supported and strengthened through a partnership with a third-party safety and compliance firm, Berg Compliance Solutions, which provides expert-level guidance, inspections, and training. Safety Management Approach JKC maintains a proactive safety management approach that emphasizes hazard prevention, continuous improvement, and accountability at all levels of the organization. Project managers and superintendents are responsible for implementing RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� RUCTIO a safety culture on each project, ensuring compliance with company policies, OSHA regulations, and project-specific safety plans. Safety performance is reviewed regularly and is considered a key indicator of project success. Third-Party Safety Oversight To enhance the effectiveness and consistency of its safety program, JKC engages Berg Compliance Solutions as an independent safety partner. Berg Compliance Solutions provides professional safety expertise and oversight, helping ensure that best practices and regulatory requirements are consistently applied across all projects. This partnership allows JKC to leverage specialized knowledge while maintaining strong internal control of daily safety execution. Inspections and Audits Berg Compliance Solutions conducts scheduled monthly safety inspections of active job sites. These inspections include reviews of site conditions,work practices, equipment,personal protective equipment(PPE), and documentation. Inspection findings are documented and shared with JKC management and site leadership. Any identified deficiencies are addressed promptly through corrective actions, follow-up verification, and, when necessary, additional training or procedural updates. Training and Competency JKC ensures that all employees receive appropriate safety training to perform their work safely and competently. Berg Compliance Solutions provides comprehensive annual safety training that covers OSHA requirements,hazard recognition, safe work practices, and job-specific risks. In addition to annual training, JKC conducts project- specific safety orientations,toolbox talks, and task hazard analyses to reinforce safe behaviors and address changing site conditions. Continuous Improvement and Enforcement Safety performance is continuously monitored through inspection results, incident tracking, and employee feedback. Lessons learned are incorporated into updated procedures and training materials. JKC enforces safety requirements consistently and empowers employees to stop work if unsafe conditions are observed. Through strong leadership,third-party oversight, and ongoing training, JKC executes a safety program designed to prevent incidents,protect workers, and deliver projects safely and successfully. 3.7.1 Form 00410 and OSHA 200/300 logs for the last three (3) years. See Attachment 3.7.1 -Form 00410 & JKC OSHA Logs 4. Financial Information: RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� 4.1 Attach a financial statement from the last three (3)years, preferably audited, including your organization's latest balance sheet and income statement, showing the following items: See Attachment 4.1 Financial Statements 4.1.1 Current assets (e.g. cash,joint venture accounts, accounts receivable, notes receivable, accrued income, deposits,materials inventory, and prepaid expenses). 4.1.2 Non-current assets (e.g.,net fixed assets, other assets). 4.1.3 Current liabilities (e.g., accounts payable, current notes payable, accrued expenses,provision for income taxes, advances, accrued salaries and accrued payroll taxes). 4.1.4 Non-curent liabilities (e.g.,notes payable). 4.1.5 Capital accounts and retained earnings (e.g., capital, capital stock, authorized and outstanding shares par value, earned surplus and retained earnings). 4.2 Name and address of firm that prepared the attached financial statement and date thereof. CD Bradshaw&Associates, P.C. 1 405 S Austin Ave, Ste 201, Georgetown, TX 78626 4.3 Is the attached financial statement for the identical organization named under Question 1.1 above? If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g.,parent, subsidiary). Yes 4.4 Will the organization whose financial statement is attached act as a guarantor of the proposed contract for construction(answer this question only if your answer to 4.3 is "no")? Yes 4.5 Provide name, address, contact person, and phone number for your bank reference. Frontier Bank 17509 O'Connor Dr, RR, TX 786811 ATTN Jennifer Mauck- 512.450.5173 4.6 Surely and Agent: Provide the: (a)name of your bonding company; and (b) the name and address of your agent. Payment and performance bonds for 100% of the Guaranteed Sum will be required. USI Insurance Services, LLC 1 480 Wildwood Forest Drive, Ste. 760, Spring, TX 77380 ATTN Scott Chapman- 832.702.8344 4.7 Insurance: Provide the: (a) types; (b) limits; (c) carriers; (d) expiration dates (or attach a copy of a current Certificate of Insurance) for all insurance policies currently maintained by your organization, including Commercial General Liability, Automobile Liability, Excess (Umbrella) Liability, Worker's Compensation and Employers' Liability, and (e) name, address, and phone number of your insurance agent. See Attachment 4.7-JKC Example Certificate of Insurance RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N1 5. Proposed Personnel for this Project: 5.1 Personnel: Identify the specific Project Manager(s) and Job Site Superintendent(s)who would work on this project. If any of these individuals will not be assigned on a full time basis to this project, identify those individuals and describe their other responsibilities. Attach a resume with their city of residence listed and list of references with phone numbers, for each individual identified. The identified Project Manager(s) and Job Site Superintendent(s) shall be assigned to the project through final completion of the project. See `Attachment 5.1 Personnel Resumes' for Project Manager& Superintendent Qualifications King,JD President CameronProject Pole.' Preconstruction O'Neal • Abney SeniorAssistant Project Manager Project Manager Project Allocation:50% Project Allocation: 50% Jerome . . . Mike Russell Andrea Han Panter Drywall I President Sr. Superintendent Project Coordinator Project Allocation: 100% Sem Tristan Superintendent Project Allocation: 100% RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction Mawr References Note(Refer to Section 1.8 in 00100 Instruction to Proposers): Provide a representative contact with your company that is responsible for providing reference checks to the City of Round Rock(provide name, email, and phone). The City of Round Rock will select references from the list your company provides. The City of Round Rock will email your company's representative contact a link to an online survey for reference checks on February 20th, 2026. Your company's representative contact is responsible for sending the link to the references that the City of Round Rock has selected to complete the online survey. Responses will be due by 3:00pm on March 3rd, 2026. Lack of response will result in a no score for the bidder. John King Construction Representative: Katie King I katie(dJkc78.com 1512-836-5464 5.2 Has this team worked together on previous projects, list the projects? Were the projects successful? Our proposed team recently completed the Round Rock Sports Center together, successfully delivering the project through strong coordination and execution. In addition,many team members have collaborated in various roles on the other projects listed below. This shared experience and proven track record position us to deliver the same high level of performance on this project. JD King-President/Chief Estimator & Preconstruction Lead JD King serves as President of John King Construction and will provide active executive oversight throughout the project. As a hands-on leader, Mr. King is directly involved in preconstruction planning, estimating, and strategic decision-making. His leadership ensures alignment between budget, schedule, and construction execution from project inception through closeout. Mr. King's experience leading JKC on numerous public and municipal projects provides a strong foundation for project success. Johnny Abney-Senior Project Manager 50% Johnny Abney will serve as the Lead Project Manager for this project. He specializes in large, complex projects requiring detailed coordination and proactive problem solving. Mr. Abney's attention to detail and extensive experience working in and around occupied campuses make him uniquely qualified to lead this effort. His strong relationships with trade partners throughout Central Texas will be instrumental in developing and executing an effective construction plan while maintaining schedule and safety. Cameron O'Neal-Assistant Project Manager 50% Cameron O'Neal will support the Project Manager and Superintendent throughout construction. Mr. O'Neal has trained directly under Johnny Abney for the past two years on active projects and is well-versed in project documentation, coordination, and daily support activities. He will assist with subcontractor coordination, submittals, RFIs, and schedule tracking to ensure seamless project execution. RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� Mike Russell-Senior Superintendent 100% Mike Russell will serve as the on-site Superintendent. He brings over 30 years of experience as a commercial superintendent, with a strong background in public and municipal projects. Mr. Russell previously worked with Johnny Abney on the construction of Round Rock Sports Center Expansion and has successfully delivered numerous city and public-sector facilities. His experience ensures high-quality workmanship, site safety, and efficient field operations. Sem Tristan-Superintendent 100% Sem Tristan will serve as Assistant Superintendent for this project. He brings field experience on large commercial, stadium, high-rise, and multi-family developments throughout Central Texas. Mr. Tristan supports daily field coordination, subcontractor oversight, quality control, and schedule execution. Since joining John King Construction in 2024, he has contributed to the successful completion of the Round Rock Sports Center Expansion. His bilingual communication skills strengthen coordination and efficiency among field teams and trade partners. Andrea Han-Project Coordinator Andrea Han will provide project coordination and office support. Mrs. Han's attention to detail and efficiency in processing documentation help keep construction activities moving without delay. She will support the team with contract administration and timely distribution of project paperwork, ensuring smooth communication between the office, field, and project stakeholders. See `Attachment 5.1 -Personnel Resumes' for Project Manager& Superintendent Qualifications 6. Proposed Plan, Schedule& Quality Control Program 6.1 Describe your proposal work plan for this project. Our construction work plan starts with our estimating goals: 1. Prepare a budget that can actually be built for the cost and time we provide. 2. As noted in other questions, our goal is to put together a team that can perform. We bid the job to build it, not to be awarded and change order the owner as discrepancies come up. The only way we know how to do this is by putting our best team together, led by a strong management team and providing a budget that allows everyone to be successful. 3. We have reached out to each one of our critical subs to discuss the scope and timelines of the project. Every successful project starts with meticulously "buying out" the project in the procurement stage. The Preconstruction phase allows us to on-board our Subcontractors and Vendors to ensure that all team members have a complete understanding of the scope of work and timeline. One of the most important benefits of the Preconstruction phase is RFP—Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction % I& 'i . vw� j connecting our team with the Owner/Designer/Property Management team and those that will be utilizing the facility. This phase also allows for the "work plan" to be developed in a collaborative way. 6.2 Describe your construction management approach and ability to coordinate work with all subcontractors and suppliers in order to meet the deadlines established in the submittal construction schedule JKC's construction management approach is a team effort. We require our subcontractors to attend our preconstruction pull planning meetings to dial in our master construction schedule and weekly foreman meetings to build our 3 week schedule, address constraints, and coordinate site logistics. We determine the milestone schedule but our trade partners are key to determine the best workflow to meet required dates in real time. 6.3 Describe your ability to complete the project within the schedule taking into account existing commitments. JKC is very conservative on project workload. We choose to bid projects that align with our capacity and allow us to successfully deliver every project we commit to. 6.4 Describe your ability to identify and resolve potential issues, delays, etc. We at JKC pride ourselves on the"Plan B". We have over Forty years of experience working collaboratively with Ownership,Design, and Subcontractor teams to identify and solve issues to avoid delays and deliver a seamless experience. 6.5 Describe your back up/contingency plan for any unanticipated delays. Recently on Round Rock Sports Center,we identified a critical path delay and through coordination with CORR General Services team we were able to expedite critical path scopes in our schedule to make up 30 days to finish on time. 6.6 Describe your quality control program. Explain the methods used to ensure quality control during the construction phase of the project. Provide specific examples of how these techniques or procedures were used from any of three (3)projects listed in response to Section 1. Background, Experience, Qualifications Quality is integrated into every phase of the project through proactive planning, experienced oversight, qualified subcontractors, and continuous coordination with the Owner and Design Team. We have received multiple comments from City of Round Rock staff that RRFS #1, is the best-looking Fire Station built to date. Quality assurance is led by the Project Manager, who is responsible for overall quality performance, coordination, and documentation. The Superintendent provides daily field oversight to verify that materials, workmanship, and installations conform to the contract documents, approved submittals, and industry standards. Quality expectations are clearly communicated to all project participants and enforced throughout construction. RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� Subcontractors play a critical role in project quality. John King Construction, Ltd. evaluates subcontractors relevant experience, technical capability, past performance, workforce capacity, and the ability to meet project-specific quality and schedule requirements. Only qualified subcontractors with demonstrated performance are selected. Prior to commencing work, subcontractors participate in preconstruction and pre- installation meetings to review scope, quality standards, tolerances, and project expectations. Subcontractor performance is continuously monitored through field observations and coordination meetings to ensure compliance with contract requirements and design intent. Examples of this are in Round Rock Fire Station 1 and Round Rock Sports Center. The biggest contributing factor to quality is choosing subcontractors that understand the expectations of a high-profile job and are able to provide the quality level expected. This usually comes with a higher price tag as we do not select the low bid subcontractor but the best qualified, competitive subcontractor bid. Our subcontractor team from these type of jobs is the team we are proposing to use on Fire Station 11. Another key factor is keeping the same internal team for repeat clients. Johnny Abney is our sole go-to Sr. Project Manager for City of Round Rock work. He has built relationships with CORR staff and understands expectations of quality and how they like a job managed without having to ask. Our use of construction management software for Daily Logs and document distribution keeps all parties in constant communication. The building of fully detailed mockups helps the team learn how to build at the quality level expected prior to full mobilization on site. Having well documented coordination and owners meetings with the database of submittal and RFI information at your fingertips keeps the subcontractors working efficiently. 6.7 Describe how your quality control team will measure the quality of construction performed by Subcontractors on this project, and how will you address non-conforming work. Quality control during construction is maintained through consistent field presence, clear communication, and timely issue resolution. The Superintendent conducts regular site inspections and prepares daily progress reports to confirm proper installation and workmanship. Nonconforming work is identified early and corrected promptly to minimize rework, avoid schedule impacts, and maintain overall project quality. All quality-related issues are documented, tracked, and resolved in a timely manner. We emphasize proactive collaboration with the Owner and Design Team as a key component of quality assurance. Regular owner meetings and scheduled job walks are conducted throughout construction to review progress, confirm alignment with design intent, and identify questions or concerns as work progresses. This approach allows potential issues to be addressed in real time rather than deferred to the punch list phase. 6.8 Provide complete construction schedule assuming a notice to proceed will be provided within 120 days of bid opening (actual notice to proceed will be a different RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� date). Schedule should reflect the proposed duration but shall not exceed the construction schedule in the Instructions to Proposers Section 1.21 A. See `Attachment 6.8 -Construction Schedule' 7. Ability to Meet Project Schedule: 7.1 Do you foresee any problem meeting the project schedule? (If answer is yes,please explain.) No 7.2 Does the stipulated time of 457 calendar days seem reasonable for this project? Yes, we are proposing 430 days for final completion 7.3 Does the stipulated time effect cost of project and if so please explain? No 7.4 Describe the scheduling techniques,including any scheduling or project management software, you would employ on this project. We utilize Microsoft Project to build a critical path schedule. The schedule for this job is based on actual durations and sequencing efficiencies we learned while building Fire Station 3. For project management software we use Autodesk Construction Cloud for plan, submittal, and RFI management. What other projects will your organization be starting during while this project is starting? Our current workload is in progress. By the time this project is awarded we will have full capacity to procure the job. 7.5 Has your organization been assessed any liquidated damages or other damages for delay on any project during the last five years? If answer is yes, identify project and provide details. Yes, our organization was assessed liquidated damages on the Round Rock Fire Station #1 project. The delay resulted from a material issue caused by a subcontractor, Tormax USA, whose actions in delaying and misrepresenting schedule timelines were outside of our control. The matter has since been fully resolved, and the project has been closed out with no outstanding issues. It is important to note that this was an isolated incident in our 48-year company history, during which we have never otherwise been assessed delay damages. JKC RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction %J .�-_. would have completed the project within the final completion parameters but for the subcontractor's contractual and performance failures. By execution hereof the undersigned warrants and represents that the foregoing answers to this Questionnaire are true and correct. Signature of Proposer John King Printed Name of Proposer President Title John King Construction, Ltd. Name of Firm 7511 O'Connor Dr, Round Rock, Tx 78681 Address of Firm 512-836-5464 Telephone Number of Firm 512-833-0133 Facsimile Number of Firm RFP-Round Rock Fire Station#11 Questionnaire i Submitted by John King Construction Acknowledgement The State of Texas ) County of k M OY\ } SUBSCRIBED AND SWORN TO BEFORE ME on this 4" day of the month of f&�Qyoav ,2026, in the capacity and for the purposes indicated. MACY SEWARD Notary ublic, State of Texas Notary ID#1 35098579 � My Commission Expires September 19, 2028 mr!'Ci �C�120 My Commission Expires: City of Round Rock, Texas Questionnaire: Section 00150 Attachment 3.1 -Current work (a) Westlake Fire Station No 903, for Travis County Emergency Services District No. 9 (b) Austin, Texas (c) New construction of three-story fire station. (d) Competitive Sealed Proposal (e) General Contractor (f) Contract Amount: $12,823,570 (g) 15,175 SF (h) 0% Complete - Preconstruction (i) Scheduled Completion Date: March 2027 • Owner: Travis County Emergency Services District No. 91 David Wilson, Fire Chief 512.539.3401 • Architect: Brown Reynolds Watford Architects, Inc. (BRW) Hayden Robets, AIA 929.694.1791 (a) Humane Heroes Ph 2, for Texas Humane Heroes (b) Leander, Texas (c) New Construction (d) Negotiated (e) General Contractor (f) Contract Amount: $2,413,953 (g) 3,008 SF (h) 0% Complete - Preconstruction (i) Scheduled Completion Date: August 2026 • Owner: Texas Humane Heroes I Jeff Struchtemeyer, CEO 512.260.3602 • Architect: Cuaso Design Studio I Christopher Cuaso, AIA 512.348.078 (a) Quik Trip #4175, for Quik Trip South, LLC (b) Austin, Texas (c) New Construction of Ground up Quick-Service Station (QSR) (d) Competitive Bid (e) General Contractor (f) Contract Amount: $4,933,361 (g) Allowable Area: 9,000 SF Actual Area: 4,993 SF (h) 35% Complete (i) Scheduled Completion Date: June 2026 • Owner: Quik Trip South, LLC I Ken Dykes/Owner Rep. 1918.615.7887 • Architect: Daniel D. Filuk Architects) Daniel D. Filuk/AIA 1602.234.1868 RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� (a) Terry Black's BBQ New Braunfels, for Terry Black's BBQ (b) New Braunfels, Texas (c) New BBQ Restaurant (d) Competitive Bid (e) General Contractor (f) Contract Amount: $4,676,501 (g) 8,683 SF (h) 0% Complete - Preconstruction (i) Scheduled Completion Date: August 2026 • Owner: 1310 Commons, LLC I Austin Taras, Director of Construction 512.605.8911 • Architect: Gensler I Katie Cortes, AIA 1210.222.8059 (a) Frontier Bank- Buda, for Frontier Bank of Texas (b) Buda, Texas (c) New Construction of Ground up Bank (d) Competitive Bid (e) General Contractor (f) Contract Amount: $1,581,249 (g) 2,995 SF (h) 5% Complete (i) Scheduled Completion Date: August 2026 • Owner: Frontier Bank of Texas I Phong Do, Owners Representative 512.289.4279 • Architect: TGS Architects, Inca Sean Neal, AIA 1972.788.1945 (a) ASML - Hutto, for ASML (b) Hutto, Texas (c) First generation Tenant Improvement of Corporate Office Space (d) Negotiated (e) General Contractor (f) Contract Amount: $2,654,484 (g) 18,148 SF (h) 2% Complete (i) Scheduled Completion Date: June 2026 • Owner: ASML US, LP I Ian Thayer/Owner Rep. 1408.813.4275 • Architect: Hip.Hop.Design Studio, LLC I James Cornetet, AIA 1740.525.2268 (a) Local Foods - Lamar, for Local Foods (b) Austin, Texas (c) Remodel of an existing restaurant finish-out (d) Competitive Bid (e) General Contractor RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� (f) Contract Amount: $1,885,612 (g) 5,134 SF (h) 10% Complete (i) Scheduled Completion Date: June 2026 • Owner: LFA#2 LLC I Martin Berson, Owner 1713.443.8164 • Architect: Chioco Design. I Jaime Chioco, AIA 1512.374.0288 (a) Mexican Sugar Cocina - Domain, for Front Burner Society (b) Austin, Texas (c) Remodel - Museum to Restaurant (d) Competitive Bid (e) General Contractor (f) Contract Amount: $3,385,324 (g) 9,127 SF with a 1,770 SF patio =Total: 10,897 SF (h) 95% Complete (i) Scheduled Completion Date: March 2026 • Owner: Mexican Sugar Domain, LLC I Jason Giachetti, Director Projects 1 214.207.1414 • Architect: Zebra Projects INC. I George Liu, Mimoza Trpevski, AIA 212.404.0460 (a) St. John Vianney, for St. John Vianney Catholic Parish (b) Round Rock, Texas (c) Religious Education &Administration Building and associated sitework (d) RFP (e) General Contractor (f) Contract Amount: $8,100,000 (g) 20,232 SF (h) 0% Complete -Preconstruction (i) Scheduled Completion Date: February 2027 • Owner: St. John Vianney Catholic Church I Rev. Patrick Ebner, Pastor at St. John Vianney Parish 1512.388.0677 • Architect: Spencer-Pierce Architecture + Interiors Inc. I Stephanie Pierce 1512.368.0752 RFP-Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction 1 Attachment 3.2 —Work Over the Past Five Years (a) Hutto Co-Op Parking Garage& Office Building,for MA Partners (b) Hutto,Texas (c) Ground-up 4-Story Class A Office Building& 6-Story Parking Garage (d) Negotiated (e) General Contractor (fl Contract Amount: $26,665,958 (g) Building 12—71,346 SF (h) Original Budget: $26,665,958 1 Actual Cost: $26,665,958 (i) start date: November 2023 1 completion date: April 2025 Original Construction Duration: 16 months (j) Owner: MA Partners I Robert Wunsch, Partner 1512.547.7690 (k) Architect: Hip.Hop.Design Studio, LLC I James Cornetet,AIA 1740.525.2268 (1) Project Manager: Jordan Schwing I Superintendent: John Karfit John King Construction served as General Contractor for this ground-up development consisting of a 71,346 SF, four-story Class A office building(Building 12) and an adjacent six-story parking garage. The office building was constructed using cast-in-place concrete with both mild and post-tensioned reinforcement. Extensive embeds and MEP sleeves were precisely coordinated and installed throughout multiple elevated deck placements, demonstrating strong technical execution and multi-trade coordination. The six-story parking structure included installation of a fully integrated Fresh Air Replenish System(FARS),a specialized firefighter life-safety system providing on-site breathable air within protected stairwells. The system incorporated high-capacity air storage,booster equipment, stainless steel piping within fire-rated assemblies, and strategically located refill stations. The system was fully inspected and commissioned, showcasing our expertise in delivering complex, code-compliant life-safety infrastructure. "King Construction provides the project management and budgeting services that parallel those of larger corporate contractors while still providing the personal touch that they have become known for. They are builders at their core. Their roster of super intendants is deep,and despite their experience and expertise in construction, they are not afraid to ask questions before acting. And most importantly,they care." —James Cornetet,AIA Hip.Hop.Design Studio I^'oh low / w�+. _T- 00 10 _77 ,� °" RFP—Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� KING CONSTRUCTfO Attachment 3.2 —Work Over the Past Five Years (a) Round Rock Fire Station#1,for City of Round Rock (b) Round Rock,Texas (c) New Construction (d) Competitive Bid (e) General Contractor (fl Contract Amount: $8,538,757 (g) 13,969 SF (h) Original Budget: $8,538,757 1 Actual Cost: $8,481,546 (i) Start Date: 5.8.23 1 Completion Date: 10.30.24 Original Construction Duration: 426 Days (j) Owner: City of Round Rock I Matthew Smith, 512.636.7433 (k) Architect: McKinney York Architects I Patricia Hunt 1512.852.0283 (1) Project Manager: Johnny Abney I Superintendent: David Omen "John King Construction faced all construction challenges head on and kept an open line of communication between builder and client,which helped us have a successful build. It was a pleasure working with JKC on this project."—Shane Glaiser,Fire Chief,Round Rock Fire Department Round Rock Fire Station#1 is a 13,969 SF new construction fire station for the City of Round Rock,Texas, delivered under a competitive bid method. The facility includes a four-bay apparatus bay,firefighter living quarters, and operational support spaces designed for 24/7 emergency response readiness. The building structure consists of structural steel framing, CMU load-bearing walls, and light gauge metal trusses. Key systems included a dedicated emergency generator for backup power and a vehicle exhaust extraction system serving the apparatus bay to support safe indoor air quality and continuous station operations. w j. 4 Ys:•}� 3 RFP–Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� KING Attachment 3.2 —Work Over the Past Five Years (a) Round Rock Sports Center Expansion,for The City of Round Rock (b) Round Rock,Texas (c) Renovation&Addition (d) Competitive Bid (e) General Contractor (fl Contract Amount: $18,895,362 (g) 35,000 SF (h) Original Budget: $18,895,362 1 Actual Cost: $19,158,952 Difference: Increase attributable solely to Owner-directed enhancements and scope additions. (i) Start Date: 7/8/2024 1 Completion Date: 10/31/2025 Original Construction Duration: 11/3/2025 *Approved Change Orders for Delays (j) Owner: City of Round Rock-Building Services Division I Dustin Harrison 1512.627.7615 (k) Architect: Marmon Mok I Shawn Bacon,AIA 1210.392.4088 (1) Project Manager: Johnny Abney I Superintendent: Mike Russell John King Construction served as the General Contractor for the Round Rock Sports Center Expansion,a 35,000- square-foot renovation and addition project delivered for the City of Round Rock. This project was completed on an active campus,requiring detailed phasing,proactive communication, and careful coordination to maintain safety and minimize disruption to ongoing operations. This expansion further reflects our strong partnership with the City of Round Rock—one of our most valued clients—and reinforces our continued commitment to supporting projects that enhance the local community.As a Round Rock-based company with deep roots in the area,we take pride in contributing to the growth and development of the city we call home. Our relationship with the City of Round Rock spans more than a decade, dating back to 2013 when we constructed The Rabb House. That project also marked an important milestone in our company history, as it was the first project led by J.D. King as a superintendent after joining John King Construction following college. The Round Rock Sports Center Expansion is another example of our ability to successfully deliver complex public-sector projects through collaborative partnerships, strong field leadership,and effective management of active site conditions. _ \ + N '►' _ ' ' is RFP–Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction N� KING CON STRUC T 10 Attachment 3.2 —Work Over the Past Five Years (a) Estancia Brazilian Steakhouse-Leander,for Estancia Brazilian Steakhouse (b) Leannder,Texas (c) New Construction Ground-up Restaurant (d) Negotiated (e) General Contractor (fl Contract Amount: $7,758,848 (g) 12,500SF (h) Original Budget: $7,758,848 1 Actual Cost: $8,154,758 Difference: Increase attributable solely to Owner-directed enhancements and scope additions. The Guaranteed Maximum Price(GMP)was not exceeded. (i) Start Date: 2/17/2025 1 Completion Date: 12/19/2025 Original Construction Duration: 292 Calendar Days (j) Owner: Estancia Leander,LLC I Ironi Darosa, Owner 1512.657.3342 (k) Architect: Hip.Hop.Design Studio, LLC I James Cornetet,AIA 1740.525.2268 (1) Project Manager: Johnny Abney I Superintendent: Mike Prew Estancia Brazilian Steakhouse—Leander is a 12,500 SF ground-up new construction restaurant located in Leander, Texas, delivered under a negotiated contract with John King Construction serving as General Contractor. This high-end dining destination was built with exceptional craftsmanship and luxury finishes throughout, including premium architectural detailing,custom millwork,upscale lighting, and elevated interior finish selections designed to create an authentic and refined steakhouse atmosphere. The project was successfully completed within the original 292-calendar-day schedule and delivered on time and on budget,with final cost adjustments driven solely by Owner-directed scope enhancements while maintaining compliance with the established GMP. i r RFP—Round Rock Fire Station#11 Questionnaire I Submitted by John King Construction Johnny Abney Sr. Project Manager Austin, Texas Johnny Abney is a Senior Project Manager with a degree in Construction Science and extensive experience leading large-scale, complex commercial construction projects throughout Central Texas.He specializes in projects requiring detailed coordina- tion,proactive problem-solving,and strong schedule and safety management.With a proven ability to successfully execute work in and around occupied facilities and active campuses,Mr.Abney is highly skilled in maintaining uninterrupted opera- tions while delivering quality results.He is known for his attention to detail,collaborative leadership style,and strong working relationships with trade partners,which support effective planning,cost control,and efficient project delivery. His portfolio includes hospitality,multifamily,municipal,retail,education,and healthcare projects ranging up to$29 million. Highlighted Projects References -Estancia Brazilian Steakhouse I $7.8M Dwayne Kostiha,Tacala Companies (Client) -Round Rock Sports Center Expansion $19M 512.423.7330 1 dwayne.kostiha@tacala.com -Texas Humane Heroes I $5.6M Dustin Harrison,City of Round Rock(Client) -Round Rock Fire Station#1 1 $8.5M 512.627.7615 1 dharrison@roundrocktexas.gov -Quik Trip Georgetown $7.6M -Altamira Charter School $14.3M Shawn Bacon,Marmon Mok(Architect) -Dos Salsas @ Domain I $5.6M 210.392.4088 bacon@marmonmok.com -Boxcar Apartments I $24M -The Warren Apartments I $29M -Kootenai Health Med Center I $5M LEM c —z Round Rock Sports Center Expansion Round Rock Fire Station #1 e ,Y ..6 � .�. -� •- I . ,.. 17!�.-'__ -!. ._- 1097010530 MAW•. _ Texas Humane Heroes Animal Shelter Mike Russell Sr. Superintendent Bastrop, Texas Mike Russell is a Senior Superintendent with over 30 years of commercial construction experience and has been a dedicated member of John King Construction since 2013.He brings extensive expertise in public and municipal projects,with a proven track record of successfully delivering city facilities and community-focused developments. Known as the team's go-to re- source for constructibility and field execution,Mr.Russell provides practical solutions that strengthen preconstruction plan- ning and ensure efficient,high-quality construction in the field. His leadership emphasizes safety,schedule control,and disciplined trade coordination,particularly on complex,high-visibility public projects.Mr.Russell previously partnered with Johnny Abney on the$19M Round Rock Sports Center Expansion and has delivered numerous retail and public-sector facilities.His experience and hands-on leadership ensure well-coordinated field operations and successful project delivery for municipal clients. Hight ghted Projects References -Round Rock Sports Center Expansion $19M David Watson (Owner Representative) -Texas Humane Heroes I $5.6M dwatson5544@gmail.com -Platform 183 Industrial Development $5.1M -Hutto Co-Op Retail Shells � $3M Dustin Harrison,City of Round Rock(Client) -Northwestern Office $2.1M 512.627.7615 ( dharrison@roundrocktexas.gov -Grand Lady Event Venue I $2M James Cornetet,Hip.Hop.Design(Architect) -Alamo Ranch Development I $3.6M 740.525.2268 1 james@hiphopdesignstudio.com -Arrowpoint Retail Development $3.8M -GT Stoneworks $1.3M VIM i r a- Texas Humane Heroes Animal Shelter 728 Northwestern Office Development rt �� 71 - -- _F '6, The Grand Lady Event Venue Round Rock Sports Center Expansion Sem Tristan Superintendent Uhland, Texas Sem Tristan is an experienced field professional with a strong background in commercial and multi-family construction,having progressed from Field Engineer roles on large,complex developments to serving as a Field Superintendent managing full job- site operations.His experience includes coordinating subcontractors,supporting concrete and layout operations,establishing elevations and control points,monitoring pours,and ensuring all trades align with plans and specifications.He is known for maintaining quality standards while supporting schedule and budget goals. Sem brings hands-on leadership experience from multi-family projects,where he oversaw day-to-day field activities,worked closely with management teams on inspections and walkthroughs,and ensured project expectations were met both inside and out.He is Procore Certified,OSHA 10 trained,and skilled in project documentation and coordination using Microsoft Office tools. Since joining John King Construction in 2024,Sem has served as an Assistant Superintendent and contributed to the success- ful completion of the$20 million Round Rock Sports Center Expansion.He is also bilingual in English and Spanish,which strengthens his ability to communicate effectively with diverse crews and subcontractor teams. Highlighted Projects References -Round Rock Sports Center Expansion( $19M Dustin Harrison,City of Round Rock(Client) -Platform 183 Industrial Development $5.1M 512.627.7615 1 dharrison@roundrocktexas.gov -Block 188 Tower I Field Engineer I $350M -Oracle Campus-Ph II I Field Engineer 1 $110M Shawn Bacon,Marmon Mok(Architect) -Q2 Stadium I Field Engineer I $260M 210.392.4088 bacon@marmonmok.com -The Upland Multi-Family I Superintendent I $55M -Tin Top Multi-Family I Superintendent I $45M - — , b e Round Rock Sports Center Expansion Platform 183 Industrial Development Round Rock Fire Station#11 -Bid Schedule 0 ..�. ovcm Plan _..b•. � � RwrM RxY Flre 51aWn 11 316 d.n Thui/lf/" 11ru./"/" �ROuM Rabflr.ir6oa 11IVM .e Ore ldry Thu 2/19/26 Thu 2/19/26 bd One i/19 wow.wnrn ua.r• Fn aMfn ..n6n. •.rnn,w ws ORR.IrrFr nd.n F.:,An. 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THE CONDITIONS OF THIS OBLIGATION ARE SUCH that,whereas,the Principal has submitted the above-referenced Bid to the Owner, for construction of the Work under the "Specifications for Construction of Fire Station#11 for which Bids are to be opened at the office of Owner on the 19th day of February ,2026 . NOW,THEREFORE,if the Principal is awarded the Contract,and within the time and manner required under the"Instructions to Bidders,"after the prescribed forms are presented to her/him for signature,enters into a written Agreement substantially in the form contained in the Bid Documents, in accordance with the Bid, and files the two (2) bonds with the Owner, one to guarantee faithful performance and the other to guarantee payment for labor and materials,then this obligation shall be null and void;otherwise,it shall be and remain in full force and effect. If, however, Principal fails to enter into a written Agreement with the Owner in accordance with the Bid or Principal and Surety fail to timely deliver to Owner the performance and payment bonds required by the Bid Documents, Surety within five(5)business days after receipt of a written demand from Owner shall pay to Owner the full penal sum of this Bid Bond,subject to the limitation described herein. In the event that suit is brought upon this Bond by the Owner and judgment is recovered, said Surety shall pay all costs incurred by the Owner in such suit, including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument on this the 19th day of the month of February 2026 . John King Construction, Ltd. Merchants Bonding Company(Mutual) Pn ci al Surety .I om ,�, Cynthia Giesen Printed Name Printed Name �1 By; / �__ By: L�,&Vd- V 4 CJkR,A— _ Ti e: l (26-1 Title: Attorney-in-Fact Address: 7511 O'Connor Dr. Address: P. O. Box 14498 Round Rock TX 78681 Des Moines.Iowa 50306 00200 4-2020 Page 1 Bid Bond 00443638 Resident gent of Surety: . Signature Wesley M. Pitts Printed Name 7600-C N. Capital of Texas Hwy.,#200 Street Address Austin,TX 78731 City, State,Zip Page 2 00200 4-2020 Bid Bond 00443638 M E RC HANT� BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa,d/b/a Merchants National Indemnity Company(in California only)(herein collectively called the "Companies")do hereby make,constitute and appoint,individually, Brian Kenyon;Bryant Ahmed;Courtney J Goulding;Cynthia Giesen;Keenan Lehmann;Wesley M Pitts;William H Pitts Jr their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and amended August 14,2015 and April 27,2024 and adopted by the Board of Directors of Merchants National Bonding, Inc.,on October 16,2015 and amended on April 27,2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 29th day of July 2024 ......... MERCHANTS BONDING COMPANY(MUTUAL) • 10 Nq.� •••�O�NG CQ,�A• MERCHANTS NATIONAL BONDING, INC. h� GpµPO/�gT 0 :00• �PP0gy•9� y�.• d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY � F•. .C'. Q: :2: 'z: �:3• c2/5/z�� v'. 2003 :.�: •.y' 1933 ti: By / �•��••.......•:;���:� •.d,��......••`,\,a•• STATE OF IOWA �7 •.' President COUNTY OF DALLAS ss. """ On this 29th day of July 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �.---"--�-� No sm Penni Miller / Z ? Commission Number 787952 • My Commission Expires v ICN: \ January 20,2027 �� Notary Public ~ (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this "��ii I'-'day of Fe6rrN0.r4 Pwif. •P�10Nq�••, �.�Q\NG COAD• F• •y _ 2003 t 1933 �•'c; Secretary :y� POA 0018 (6/24) MERCHANTl� BONDING COMPANY,., MERCHANTS BONDING COMPANY (MUTUAL) • P.O. BOX 14498 • DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 , FAX: (515) 243-3854 Have a complaint or need help? If you have a problem with a claim or your premium,call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance,you should also file a complaint or appeal through your insurance company or HMO. If you don't,you may lose your right to appeal. To get information or file a complaint with your insurance company or HMO: Merchants Bonding Company(Mutual) Call:Compliance Officer at(800)671-8171 Toll-free:(800)671-8171 Email: regulatory@merchantsbonding.com Mail: P.O. Box 14498, Des Moines, Iowa 50306-3498 To get insurance information,you may also contact your agent: USI Insurance Services Call: 512-451-7555 Mail: 7600-C N. Capital of Texas Hwy#200, Austin, TX 78731 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 File a complaint:www.tdi.texas.gov Email:ConsumerProtection@tdi.texas.gov Mail: Consumer Protection, MC: CO-CP, Texas Department of Insurance, PO Box 12030, Austin, TX 78711-2030 LTiene una queja o necesita ayuda? Si tiene un problema con una reclamaci6n o con su prima de seguro, (lame primero a su compania de seguros o HMO. Si no puede resolver el problema, es posible que el Departamento de Seguros de Texas (Texas Department of Insurance, por su nombre en ingles) pueda ayudar. Aun si usted presenta una queja ante el Departamento de Seguros de Texas, tambien debe presentar una queja a traves del proceso de quejas o de apelaciones de su compania de seguros o HMO_Si no to hace, podria perder su derecho para apelar. Para obtener informaci6n o para presentar una queja ante su compania de seguros o HMO: Merchants Bonding Company(Mutual) Llame a:Compliance Officer al (800) 671-8171 Telefono gratuito:(800) 678-8171 Correo electr6nico: regulatory@merchantsbonding.com Direcci6n postal: P.O. Box 14498, Des Moines, Iowa, 50306-3498 EI Departamento de Seguros de Texas Para obtener ayuda con una pregunta relacionada con los seguros o para presentar una queja ante el estado: Llame con sus preguntas al: 1-800-252-3439 Presente una queja en:www.tdi.texas.gov Correo electronico:ConsumerProtection@tdi.texas.gov Direcci6n postal:Consumer Protection, MC:CO-CP,Texas Department of Insurance, PO Box 12030,Austin,TX 78711-2030 SUP 0032 TX(7/23) 00300 PROPOSAL FORM Request for Competitive Sealed Proposals for Construction Services PROPOSAL FORM PROJECT NAME: Fire Station No. 11 PROJECT LOCATION: 125 Seton Parkway, Round Rock, TX 78665 PROJECT OWNER: City of Round Rock,Texas DATE: 2/19/2026 PROPOSER: Firm Name: John King Construction, Ltd. Principal Office Address: 7511 O'Connor Dr, Round Rock, Tx 78681 Telephone Number: 512-836-5464 Facsimile Number: 512-833-0133 Primary Contact Name: Johnny Abney Primary Contact Title: Sr. Project Manager ADDENDA ACKNOWLEDGMENT: The undersigned Proposer acknowledges receipt of the following addenda: Addendum No. 1 dated 1/16/26 Date Received 1/16/26 Addendum No. 2 dated 2/9/26 Date Received 2/9/26 Addendum No. 3 dated Date Received Addendum No. 4 dated Date Received NO MODIFICATIONS,ADDITIONS,DELETIONS OR ATTACHMENTS SHALL BE MADE TO THIS PROPOSAL FORM. IN SUBMITTING THIS PROPOSAL, THE PROPOSER REPRESENTS THAT ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES ASSOCIATED WITH THE WORK, AS WELL AS THE TERMS AND CONDITIONS OF THE PROPOSED CONTRACT, SHALL BE IN STRICT CONFORMANCE WITH THE CONTRACT DOCUMENTS ON WHICH THIS PROPOSAL IS BASED. CONTRACTOR PROPOSES: In response to the Request for Competitive Sealed Proposals for Construction Services for the execution of the work described by the contract documents for the above-described project, and having examined the site where the work is to be performed,and being familiar with local conditions as they might in any way affect the cost and/or time for execution of the work,and having carefully examined all of the contract documents and addenda thereto, the undersigned Proposer agrees to perform all of the work, to provide all services,to furnish all necessary superintendence,labor,machinery,equipment,tools,materials, insurance and miscellaneous items,including transportation and other facilities as may be required for the complete and satisfactory and timely execution of the work for which this proposal is submitted,as provided by the attached supplemental specifications and as shown on the plans for the construction of the project, all for the lump-sum consideration stated as follows: TOTAL PROPOSED CONTRACT SUM to Include the Following Allowances: 1. Owner's Betterment Allowance of Three Hundred and Fifty Thousand Dollars($350,000.00) 2. Furniture, Fixtures, and Equipment Allowance of One Hundred and Twenty-Five Thousand Dollars($125,000.00). 3. US Digital Paging System Allowance of Ninety-Five Thousand Dollars($95,000.00). 4. Overhead&Bi-fold Door Allowance of Five Hundred and Ten Thousand Dollars($510,000.00) 5. Security Gate and Fencing Allowance of One Hundred Thousand Dollars($100,000.00) TOTAL PROPOSED CONTRACT SUM: ten million six hundred fifty-six thousand fifty-three Dollars($ 10,656,053.00 VOLUNTARY ALTERNATE SUM: (Attach description on separate sheet if needed) Dollars ($ The undersigned Proposer agrees to commence work within ten(10)days after the date of written "Notice to Proceed." The undersigned Proposer further agrees to complete the work in full within 457 calendar days after the date of the written"Notice to Proceed," subject to any extensions of time allowed by the contract documents,and in phases as indicated on the drawings. The undersigned Proposer and the Owner agree that for each and every calendar day on which the work,or any portion thereof,remains incomplete after the stated calendar-day period,the Proposer shall pay the amount of Five Thousand Dollars($5,000.00)per calendar day as liquidated damages,not as a penalty but for delay damages to the Owner. Such amount shall be deducted by the Owner from any payment due to the Proposer. The undersigned Proposer agrees that this proposal shall be good for and may not be withdrawn for a period of one hundred and twenty(120)calendar days after closing deadline for receiving proposals. The undersigned Proposer agrees,if notified of the acceptance of this proposal within one hundred and twenty(120)days of the time set for opening of proposals,to execute and deliver to the Owner within five(5)days from the date of such notification the required construction contract,a performance bond and a payment bond for the total amount of the construction agreement, and a certificate of insurance, all as stipulated in the contract documents. The undersigned Proposer agrees to attach to this proposal a certified check, cashier's check or proposal bond in the amount of five percent(5%)of the total proposed contract sum. Also accompanying this proposal is all information required in the"Instruction to Proposers." It is understood and agreed by and between the parties that the proposal security accompanying this proposal will be returned to the Proposer, except in the following instance: in the event of acceptance of this proposal, if the Proposer fails to execute the required construction agreement and deliver the required performance and payment bonds within five (5) days after acceptance, then the proposal security shall become the property of the Owner and shall be considered as liquidated damages for the delay and other inconveniences suffered by the Owner because of such failure of the Proposer. The undersigned Proposer acknowledges that the Owner reserves the right to reject any and/or all proposals covered in this Request for Competitive Sealed Proposals and that the Owner has the right to waive any informalities and/or defects in proposals or to accept such proposals as it shall deem to be in the best interests of the Owner. In submitting this proposal, the Proposer represents that no person or company other than the Proposer listed below or otherwise indicated hereinafter has any interest whatsoever in this proposal or the construction agreement that may be entered into as a result hereof. The undersigned Proposer certifies that the proposed contract sum and all prices contained in this proposal have been carefully checked and are submitted as correct and final. The undersigned Proposer further certifies that the unit prices have been shown in words and figures for each item listed in this proposal;and it is understood and agreed that, in the event of a discrepancy,the words shall govern. The undersigned Proposer affirms that she/he/they are duly authorized to execute this proposal,and that this company, corporation, firm, partnership, and/or individual has not prepared this proposal in collusion with any other Proposer. The undersigned Proposer affirms that the content of this proposal as to prices, terms, and conditions has not been communicated by the undersigned nor by any agents or employees of the undersigned to any other person engaged in this type of business, prior to the official public opening of this proposal. This Proposal Form shall be signed by the Proposer as follows: J. Sole Proprietorship: Signature of sole proprietor in the presence of a notary public who will also sign and affix seal, printed name, and printed title (if any). Insert the printed words "Sole Proprietor"under the signature. K. Partnership or Joint Venture: Signature of all partners or joint venturers in the presence of a notary public who will also sign and affix seal,printed name,and printed title(if any). Insert the printed words"Partner"or"Joint Venturer"under each signature. L. Corporation:Signature of duly authorized signing officers,printed names,and printed titles. Under each such signature,insert the capacity in which the signing officer acts. Affix the corporate seal. Signature of Proposer John King Printed Name of Proposer President Title John King Construction, Ltd. Name of Firm 7511 O'Connor Dr, Round Rock, Tx 78681 Address of Firm 512-836-5464 Telephone Number of Firm 512-833-0133 Facsimile Number of Firm [Corporate Seal, if a corporation] ACKNOWLEDGMENT THE STATE OF TEXAS § § �,�.,\� MACY SEWARD 8579 COUNTY OF \N\`\1 § _ � Notary ID Commi#135ssion Expires My Commission Expires �� September 19, 2028 SUBSCRIBED AND SWORN TO BEFORE ME on this the f j*l day of the month of yuft , 2026, in the capacity and for the purposes indicated. &M &j Notary blic, State of Texas My Commission Expires: C 00410 STATEMENT OF BIDDER'S SAFETY EXPERIENCE Page 1 00410 8-2014 Statement of Bidder's Safety Experience 00090654 Solicitation Requirements, Contract Forms & Conditions of Contract Statement of Bidder's Safety Experience Section 00410 Bidder must submit a signed Statement of Bidder's Safety Experience form with his Bid; failure to do so will constitute an incomplete Bid that may be rejected. In order to make a responsive Bid, Bidder must provide evidence that it meets minimum OSHA construction safety program requirements, has not been fined by OSHA for any willful safety violations in the past three years, and has a lost time injury rate that doesn't exceed the limits established below. All questions must be answered and data given must be clear and comprehensive. If necessary, questions may be answered on separate attached sheets. Company Name: John King Construction, ltd Address: 7511 O'Connor Dr, Round Rock,Tx 78681 Phone: 512-836-5464 Completed by: Katie King-De La Pena Date: 2/16/2026 1. Does the company have a written construction Safety program? EYes ❑No 2. Does the company conduct construction safety inspections? [DYes ❑No 3. Does the company have an active construction safety-training program? [?]Yes ❑No 4. Has the company been fined by OSHA for any willful safety violations in the past []Yes ❑✓ No three years? 5. Does the company have a lost time injury rate of 7.8 for SIC 15,or 7.6 for SIC 16, R]Yes ❑No or less over the past three years? Attach the company's OSHA 200/300 logs for the past three years. 6. Does the company or affected subcontractors have competent persons in the following Areas? A. Scaffolding 0 Yes ❑No ❑N/A B. Excavation [D Yes ❑No ❑N/A C. Cranes [?]Yes ❑No ❑N/A D. Electrical Z Yes ❑No ❑N/A E. Fall Protection Q Yes ❑No ❑N/A F. Confined Spaces E Yes ❑No ❑N/A I hereby certify that the above information is true and correct. Katie King-De La Digitally signed by Katie King-De La Pena Vice President SlgnatureP e n a Date:2026.05.19 15:54:24-05'00' Title Page 1 00410 8-2014 Statement of Bidder's Safety Experience 00090654 OSHA's Form 300A (Rev.0412004) Note:You can type Input Into this form and save h. Year 2O Because the forms In this recordkeeping package are"fillablelwritable" 25 PDF documenU.S.Department of Laborts,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your Inputs using the free Adobe PDF Reader. n �s,r,n,rte nr.nn ne,,,amnuunn ron­pp.o,ud OUBnu 1211,11116 All establishments covered by Part 1904 must complete this Summary page,even ifno work-related injuries or illnesses occurred during the year. Remember to review the Log to verily that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you Ye added the entries from every page of the Log.If you had no cases,wrife"0.` Establishment Information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirely.They also have Amiled access to the OSHA Form 301 orits equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for furtherdetaifs on the access provisions for rnnr..oer„nmmr n,ma John King ConstfUChon,Ltd these forms s(,x( 7511 O'Connor Drive Numberof Cases City Round Rock state TX Zip 78681 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(eg..A1—fitetnn of b1Wur Iusk mutters) away from work restriction cases 0 0 0 0 Commercial General Contractor (o) (2) North American Industrial Classification(NAILS).ifknown(e.g-336212) 2 7 6 2 2 0 Numberof a. Employment information(Y'yon don't hurt ll-e fiAmres,see rbc Total number of days Total number of days of II'onkdram mm the nes/Ig'IN enirnWe.) away from work job transfer or restriction Annual average number ofa40oployccs O O (K) Total hours worked by all employees las,year 67,769.50 (U Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of.. 1 certify that 1 have examined this document and that to the best of (IM my knowledge t c en ' rut,accurate-and romps (1)Injuries 0 (4)Poisonings 0 (L2 \' (2)Skin disorders 0 (5)Hearing loss 0 Comparry u,sic We p (3)Respiratory conditions 0 (6)All other illnesses 0 h_,(512)836-5464 Date 2-1-10ZIO Post this Summary page from February t to April 30 of The year following We year covered by the form. Reset psnli,�pnninewm.nr'I,,, i, 5M it,moncnum.ci h..d'xI I.Jm,rasantana mmLlc amt c.,wu tl.rolLWinn of infomution P.rsunsono nal¢Nuinil to-1 ILLWnurinl'arm,lmN wim,i,b,pbra—Nh,WN ohln mird—ba,it,,,ha,cM ircMs aEom J,:s.ulim,4sor:un Wnn',fPcl<of Nu,Lw,.ulk<rwn.m uL usnrp,rlm,nrorLabor.OSHA OR rorSI,t,,t,lAruh,i,Rm.x-31A4.NNi CoiWW6,A„aue,Hw. N'ufiH ion Uf liU In Un not scN ilr compliers rnm,c is N'onle OSHAt s Form 300A (Rev.04/2004) Note.,You can type Input into this form and save it Year 20 Because the fors in this reccrdkeeping package are'filleble/w❑table" 24 PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses hen save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Oaeue.tlenM U.S. D end tme AWNn/Labor . Fam,ygnvcG CS1B N.!_'I8L1 nr, All establtshmenls covered by Part 1904 must complete this Summary page.even If no work-related injuries or illnesses occurred during the year Remember to review the Log to verily that the entries are complete and accurate before completing this summary Using the Log,count the individual entries you made for each category Then write the totals below,making sure you've added the entries from every page of the Log.It you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety They also have limited access to the OSHA Form 301 or its equivalent See 29 CFR Part 1904 36,In OSHA's recd ikeeping ru,ls,for further details on the access provisions for ro...nar.nmax n.m. John King Construction,Ltd Mesa forms. ------- sneer 7511 O'Connor Dr airy Round Rock state TX Zip 78681 Total number of Total number of Total numhcr of cases Total number of dcat)ts cures with days With job transfer or other rixordable bednstry description(e.g.,Manvfactnre oftnator fmck(nolle") away fiom work restriction cases 0 0 0 0 Cornmercial General Contractor (G) (H)-- (I) (J) North Americus Industrial Claaificatiou(NAPS),iflese—(e.g.,336212; 2 J 6 Y 2 0 Number of Days Employnhern Informallon fff),sm oun'I Mee these figures,we lire Total number of days Total number of days of Woridheet on the tier[page to estirome.) away from%ark job transfer or re_srrictial 36 Amnia)average number of employees 0 0 (19 Total hours worked by all employees last year 79.998.50 Sign hero Injury and Illness Types Knowingly bisifying this document may resat is a fine. Total number of I certify that I have examined this document and that to the best of (M) my knowled a es are true,accurate, d wmplete ' (t)Injuries _ (a)Poisoning; Q r (2)Skin disorders 0 (5)lleanng lass 0 Co "e T e (3)Respiratory conditions Q (5) All other illnesses 0 Pharte5 VZ-g36 541�N zoz Post this Summarypage irony Fobrusry 1 to April 30 of the year folf—ing are year covered by brie fear. Reset Public rerydrng burtla Ibr Ihrs:i.a..o,d rekxmelron is eaimalM n avcage 58 nnr.rra Iv«ynrru,uelr.lina limo to m ex cue otrunnm,znrch ssd pthr the dna seeded,and eon9ktc rid m.tew cue mllecdonor;nfc:rmanua Parc nitrcq;mdtoRpP mtk cellmionorinfornwinn urrkaa displays,-randy valid OMBwntsol mmper Ifyon Mxam nn about these�unMes Q w ocher asycets or the dela colkctio4 cn—us tA:pamcm of f.bnr,OSHA O?c of Slabntied A.*,.,,Bumf N-a6W,Zip C—lutnn.Avenue,NW. WaahhrW4 IX'20210 no mrsrnd di_.r.mplercd fortnabtri;.oQ O SHA's Form 300A (Rev.0412004) Note:You can type input Into this form and save it. Year 20 Because the forma in"is recordkeeping package are'fillable(wntable" 23 PDF documents,you can type into the Input form fields and - 0 Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader . U.S.Department of Labor on✓S.M1tr Nq X.Nm AIerHY.b.Xen ronn+ylxn,a C'.16 v.121M 76 All establishments covered by Part 1904 must complete this Summary page,even d ne vroM-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log.count the individual entries you made for each category.Then write the totals below,making sure you Ye added the entries from every page of the Log.If you had no cases,write'0.' Establishment Information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 orits equivalent See 29 CFR Pert 1904 36,in OSHA's recordkeeprag ruts.for further data&on the access provisions for .,....Aft .moi x,x, John King Constnictlon,Lid. these forms. Street 559 S IH 35,Suite 210 Number of Cases city Round Rock state TX zip 78564 1 otal number of Total norther of Total number of esses Total number of deader cases with days with job transfer or other recordable In&suy desQiptioo(e.g.Jfamfacture ofmorar fuck tmflem) away from work restriction cases 0 0 0 0 Commercial General Contractor (GI (M (1) (,q North American Industrial Classification(NAICS),if(mown(e.g.,336212) 2 7 8 2 2 0 Employment information(afyou dnn'rhave theseffgures,see the Total number of days Total number of days of lyorlrsheel on the new page ro esnmale.) away from vvork job transfer m restriction Anneal average mlmlxx of enpinyecs 26•2. O O Total hour,worked by all emplovees 1&4 year 59,975.90 Sign here Knowingly falsifying tY4 document may result in a fine. Total number of. I certify that I have examined this document and that to the best of M (1)Inryries � Nl Pmsmungs 0 my knowledge tl a entries true,accurate, complete -- �SJd (2)Skin disorders 0 (5) Hearing loss 0 Company executive 11de (3)Respiratory conditions 0 (6)All other illnesses 0 Post this Summery page from February 1 to April 30 of Me year Wowing the year covered by the form. Reset P,btx X.pwi hurdea h.Its cdbcuea of mfn�,..uon u nimaled m.vcnpc w thioates per nrpum<.imlNliq t�b m iew Ue iaAruNuxi4 Keca cod g,Lhu we deY rcald..nd mapkle N mien ate cdknioa of iJormnna PetKas re od mgoved m regmd m @c r l v.nUbw. SHA ffi (depb>s a A.,h-m Ro 0119 control.umW 1f you M:sa. wmoeob n1Axa It1eK�tt�oLSc WK<u of Wu dab wlledm4 Mach ll$0.pwa�s of lAbor,OSHA OILce ot5o}each AnNy.q Rowe N-4644,2w Comowu+n.l—Nw, Webb gtm Ix 20210 Do a Kot du mnplcad t m BMs a3ce 00500 STANDARD FORM AGREEMENT ARTICLE 3 DATE OF COMMENCEMENT;DATE OF SUBSTANTIAL COMPLETION;DATE OF FINAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a Notice to Proceed issued by Owner. 3.2 The Contract Time shall be measured from the date delineated in the Notice to Proceed. 3.3 Contractor shall commence Work within ten (10) calendar days from the date delineated in the Notice to Proceed. 3.4 Contractor shall achieve Substantial Completion of the entire Work no later than Four Hundred Fifty-Seven (457)calendar days from issuance by Owner of Notice to Proceed, subject to adjustments of this Contract Time as provided in the Contract Documents. 3.5 If Contractor fails to achieve Substantial Completion of the Work(or any portion thereof)on or before the date(s) specified for Substantial Completion in the Agreement, Contractor shall pay to Owner, as liquidated damages, the sum of One Thousand and No/100 Dollars ($1 000.00 for each calendar day that Substantial Completion is delayed after the date(s) specified for Substantial Completion. It is hereby agreed that the liquidated damages to which Owner is entitled hereunder are a reasonable forecast of just compensation for the harm that would be caused by Contractor's failure to achieve Substantial Completion of the Work(or any portion thereof)on or before the date(s) specified for Substantial Completion in the Agreement. It is agreed that the harm that would be caused by such failure, which includes loss of expected use of the Project areas, provision of alternative storage facilities and rescheduling of moving and occupancy dates, is one that is incapable or very difficult of accurate estimation.It is hereby agreed that if Substantial Completion of the Work(or any portion thereof)is not achieved on or before thirty (30) days after the date(s) specified for Substantial Completion in the Agreement, the Owner shall have the option to either collect liquidated damages as set forth herein or to thereafter rely on its remedies under the Contract Documents and at law and in equity, including without limitation, the recovery of actual damages. The date(s)specified for Substantial Completion of the Work (or any portion thereof)in the Agreement shall be subject to adjustment as provided in the Contract Documents. 3.6 Contractor shall achieve Final Completion of the entire Work no later than Four Hundred Eighty-Seven (487)calendar days from issuance by Owner of Notice to Proceed. ARTICLE 4 CONTRACT SUM 4.1 Owner shall pay Contractor the Contract Sum in current funds for Contractor's performance of the Contract. The Contract Sum shall be Ten Million Five Hundred Seven Thousand Three Hundred Seventy-Two and No/100 Dollars($10.507.372.00),subject to additions and deductions as provided in the Contract Documents. 4.2 Does the Contract Sum include alternates which are described in the Bid Form? No X . Yes .If yes,please provide details below. ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to Architect and Owner by Contractor,and Certificates for Payment issued by Architect and not disputed by Owner and/or Owner's lender, Owner shall make progress payments on account of the Contract Sum to Contractor as provided below,in Article 14 of the General Conditions, Page 2 of 6 and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. 5.1.3 Provided that an Application for Payment is received by Architect and Owner, and Architect issues a Certificate of Payment not later than the tenth (10th) day of a month, Owner shall make payment to Contractor of amounts approved by the Owner not later than the tenth(10th)day of the next month. If an Application for Payment is received by Architect and Owner after the application date fixed above,payment shall be made by Owner not later than one month after the Architect issues a Certificate for Payment. The Owner shall not have any obligation to pay any amount covered by the Architect's Certificate for Payment that is disputed by the Owner. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as Architect and Owner may require. This schedule,unless objected to by Architect or Owner,shall be used as a basis for reviewing Contractor's Applications for Payment. 5.1.5 Applications for Payment shall warrant the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as provided in Article 14 of the General Conditions. 5.1.7 Except with Owner's prior written approval, Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by Owner to Contractor when: .1 Contractor has fully performed the Contract except for Contractor's responsibility to correct Work,and to satisfy other requirements,if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by Architect. 5.2.2 Owner's final payment to Contractor shall be made no later than thirty (30) days after the issuance of Architect's final Certificate for Payment. In no event shall final payment be required to be made prior to thirty(30) days after all Work on the Contract has been fully performed.Defects in the Work discovered prior to final payment shall be treated as non-conforming Work and shall be corrected by Contractor prior to final payment, and shall not be treated as warranty items. ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by Owner or Contractor as provided in Article 15 of the General Conditions. 6.2 The Work may be suspended by Owner as provided in Article 15 of the General Conditions. ARTICLE 7 ENUMERATION OF CONTRACT DOCUMENTS 7.I The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: Page 3 of 6 7.1.1 The Agreement is this executed version of the City of Round Rock, Texas Standard Form of Agreement between Owner and Contractor for Competitive Sealed Proposals,as modified. 7.1.2 The General Conditions are the "City of Round Rock Contract Forms 00700," General Conditions, as modified. 7.1.3 The Supplementary, Special, and other Conditions of the Contract are those contained in the Project Manual dated May 2026. 7.1.4 The Specifications are those contained in the Project Manual dated May 2026. 7.1.5 The Drawings,if any,are those contained in the Project Manual dated May 2026. 7.1.6 The Insurance&Construction Bond Forms of the Contract are those contained in the Project Manual dated May 2026. 7.1.7 The Notice to Proposers, Instructions to Proposers, Proposal Form, and Addenda, if any, are those contained in the Project Manual dated May 2026. 7.1.8 If this Agreement covers construction involving federal funds, thereby requiring inclusion of mandated contract clauses, such federally required clauses are those contained in the "City of Round Rock Contract Forms 03000,"Federally Required Contract Clauses,as modified. 7.1.9 Other documents,if any,forming part of the Contract Documents are as follows: Supplemental Information to Standard Form of Agreement,Itemized Bid Form ARTICLE 8 MISCELLANEOUS PROVISIONS 8.1 Where reference is made in this Agreement to a provision of any document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 8.2 Owner's representative is: Hayden Schiller Project Manager General Services Department 212 Commerce Road Round Rock,Texas 78664 8.3 Contractor's representative is: John King,President John Kinn Construction,Ltd. 7511 O'Connor Drive Round Rock,Texas 78681 8.4 Neither Owner's nor Contractor's representative shall be changed without ten (10)days' written notice to the other party. 8.5 Waiver of any breach of this Agreement shall not constitute waiver of any subsequent breach. 8.6 Owner agrees to pay Contractor from available funds for satisfactory performance of this Agreement in accordance with the proposal submitted therefor, subject to proper additions and deductions, all as provided in the General Conditions, Supplemental Conditions, and Special Conditions of this Agreement, and Owner agrees to make payments on account thereof as provided therein. Lack of funds shall render this Agreement null and void to the extent funds are not available. This Agreement is a commitment of City of Round Rock's current revenues only. Page 4 of 6 8.7 Although this Agreement is drawn by Owner, both parties hereto expressly agree and assert that, in the event of any dispute over its meaning or application, this Agreement shall be interpreted reasonably and fairly, and neither more strongly for nor against either party. 8.8 In accordance with Chapter 2271, Texas Government Code, a governmental entity may not enter into a contract with a company for goods or services unless the contract contains written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of this contract. The signatory executing this Agreement on behalf of Contractor verifies Contractor does not boycott Israel and will not boycott Israel during the term of this Agreement. 8.9 In accordance with Chapter 2274, Texas Government Code, a governmental entity may not enter into a contract with a company with at least ten (10) full-time employees for a value of at least One Hundred Thousand and No/100 Dollars ($100,000.00)unless the contract has a provision in the contract verifying that it: (1) does not have a practice,policy,guidance,or directive that discriminates against a firearm entity or firearm trade association. The signatory executing this Agreement on behalf of Contractor verifies Contractor does not have a practice,policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, and it will not discriminate during the term of this Agreement against a firearm entity or firearm trade association. 8.10 In accordance with Chapter 2274, Texas Government Code, a governmental entity may not enter into a contract with a company with at least ten (10) full-time employees for a value of at least One Hundred Thousand and No/100 Dollars ($100,000.00) unless the contract has a provision in the contract verifying it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. The signatory executing this Agreement on behalf of Contractor verifies Contractor does not boycott energy companies, and it will not boycott energy companies during the term of this Agreement. 8.11 This Agreement shall be enforceable in Round Rock,Texas,and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for same shall lie in Williamson County, Texas. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas. 8.12 Both parties hereby expressly agree that no claims or disputes between the parties arising out of or relating to this Agreement or a breach thereof shall be decided by an arbitration proceeding, including without limitation, any proceeding under the Federal Arbitration Act(9 USC Section 1-14)or any applicable state arbitration statute. 8.13 The parties, by execution of this Agreement, bind themselves, their heirs, successors, assigns, and legal representatives for the full and faithful performance of the terms and provisions hereof. [Signatures on the following page.] Page 5 of 6 This Agreement is entered into as of the day and year first written above and is executed in at least two(2) original copies,of which one is to be delivered to Owner. OWNER CONTRACTOR CITY OF RROCK,T XAS JOHN KING CONSTRUCTION,LTD. Printed Name: PrintedName: G Title: C(CA 1 ( j 11 GyO(- Title: ` 'C!912l3tA Date Signed: Y,-)n A Zvt So Date Signed: �$ L ATTEST: City acrk FOR CITY,APPROVED AS T FORM: rty A mcy Page 6 of 6 City of Round Rock, Texas Contract Preparation Supplemental Information to Standard Form of Agreement between Owner and Contractor Project Title Related to Article 4 Contract Sum A.TOTAL CONTRACT SUM (including Owner's Betterment): I�))So-t I 17- Trt-0 M I 1 rb- Gxvc 1+UWDNZY fl B. See attached Exhibit: Scope and Price Descriptions C. All changes to the project represented by a change order or a change directive incurring cost shall be limited to q—percent (%) of Overhead and Profit generated by Subcontractors and 5 percent (%) Profit/Fee submitted by the General Contractor. Related to Article 8 Miscellaneous Provisions A. Contractors proposed Supervision and Superintendence for the project shall be as specified below and follow the terms and condition set forth in Article 6 of the 00700 General Conditions ,'pt}Nt-y �3Nt7 - S'►- �rioSkT 1"►►`h^hC,�nc. Senior Project Manager: name/title Assumed work capacity dedicated to project percent {%) CAVO l•NDY4 ON e*-, Project Manager: name/title Assumed work capacity dedicated to project 5� percent (%) M1tirQHSSiI..- St, s�Pcx1 �P��i Superintendent: —_ .___name/title S,,ov, 7o.Q l•'1L1�`-'j{�VS7l'�-� Assumed work capacity dedicated to project_ percent (%) Contractor: G Representative Signature: Printed Name: _ Date Signed: 41�All h City of Round Rock Fire Station#11-Subcontractor Qualification Matrix R:'r. The Competitive Sealed Proposal scoring is pnmarily based on a Pnme Contractor.However,the City of Round Rock Building Construction Division recogmzas that Subcontractors(Trade Partners)are an integral part of the team. ACT NrTY PERFORMANCE RELATIONSHIP GENERAL CONTRACTORI SUBCONTRACTOR AOITIONAL REMARKS/COMMENTS BY ITEM DM*WYEARS OF SUBCONTRACTOR EYEAFIS OF CERTIFICATIONS PAST PROJECTS GC3UYEARS WORKING REASON WITH REASON FOR SELECTING THIS SUB GC Gc 03-Concrete Tri-C Contredmg 2l Years Anowpdnt Retail Center 2 Years Responsive and proven lred.partner 04-Masonry A responsive.proven Tier-1 trade partner with many We believe Ne masonry scope is critFSical pand Round Rock Sports Center to have the espederrce horn CORR i- essluny rampleled prejecU for JKC arts snared JT W illiams Masonry 10 veers HUB Round Rock Fire 3—e 1 4 Years sexpenence on Round Rock Rre Station 11 Round well albW for a mora Amey and precise SouNspe BBC Leander .colon Ekl—all,on the structural CMU Rock Spans Center 05 Metals Round Rxk Spuds Center A responsive.proven Tier-i trade partner with along Ultimate Mechanical 15 years Round Rock Fire Station 1 10 Years history of au<cesafully completed projects for JKC Lazurua Brewery aM shared ev-.hc.on Round Rock Fire Station 1l Round Rock Svons Center 0] Thermal enc M.slura�nrlecao�. Round Rock Sports Center Manulacturer certficalions, Jack All—Kitchen A responsive.proven Tier-1 Ind.partner with many King Fisher Roofing 10 Years Sonars Ban 4 years uc—folly—plated proleds for JKC including licensing as rerluiretl Estancia Brannen Steak House Round Rock Sports Center. SouNsste B6 Leander 08 Opsmrgs Routs Rock Sports Canter q res Trer-1 trade rtner wiN man Arch4eclural Civison B 15 v.a s T...Humane Heroes ponsrve.proven pa y Hutt.Co Op Bldg 12 4 Years uccesslulty completed Kq—for JKC,ndud— Qu*Tno 41113 Round Rock Sports Center R.—Rock Sports Center V.—team member and a premier glazing Hutt.Co Op Austin Glass 42 Years The R.w 3 Y.— contractor m our region with shared experience on Frontier Bank Bastrop Round Rock Sports Center Many successfully Estancia Brazilian Steak Hou oomd.ted projects t.gether 09-Fimshea R...Rock Sports Center JKC mtemal drywall dmsion .mdle .Ccd Round This—r,helps JKC love mora—hot over Pointer Drywall JS veers 11",Systems Routs Reck F—Sl-1 20 Yearz Rock Fire Slauon 11 Round Rede Sports Center the schedule and Wsh the too where needed 10 Spenalhes 11-Eguipmenl CFCI CORR[Fire Station#11] -COST ESTIMATE BY: <---BASE CONTRACT ITEMS---> TOTAL SPEC SEQ PAY TOTAL ALT#1- ALT#2 ALT#3- AMOUNT W/ REFER NO# ITEM ITEMS OF WORK AND MATERIALS QTY UNIT UNIT PRICE AMOUNT ALTS. 01 GENERAL CONDITIONS 1 LSUM 2,639,703 $2,639,703 0 0 0 $2,639,703 02 EXISTING CONDITIONS 1 LSUM 17,500 $17,500 0 0 0 $17,500 03 CONCRETE 1 -SUM 348,692 $348,692 0 0 0 $348,692 04 MASONRY 1 LSUM 521,100 $521,100 0 0 0 $521,100 05 METALS 1 LSUM 758,945 $758,945 0 0 0 $758,945 06 WOOD,PLASTIC,COMPOSITES 1 LSUM 274,575 $274,575 0 0 0 $274,575 07 THERMAL MOISTURE PROTECTION 1 LSUM 436,810 $436,810 0 0 0 $436,810 08 OPENINGS 1 LSUM 280,826 $280,826 0 0 0 $280,826 09 FINISHES 1 LSUM 910,513 $910,513 0 0 0 $910,513 10 SPECIALTIES 1 LSUM 81,912 $81,912 0 0 0 $81,912 11 EQUIPMENT Contractr Fumish&Install 1 LSUM 114,002 $114,002 0 0 0 $114,002 12 FURNISHINGS 1 LSUM 67,039 $67,039 0 0 0 $67,039 14 CONVEYING EQUIPMENT 1 LSUM 0 $0 0 0 0 $0 21 FIRE SUPPRESSION 1 LSUM 101,149 $101,149 0 0 0 $101,149 22 PLUMBING 1 LSUM 449,300 $449,300 0 0 0 $449,300 23 MECHANICAL 1 LSUM 767,800 $767,800 0 0 0 $767,800 26 ELECTRICAL 1 LSUM 1,215,951 $1,215,951 0 0 0 $1,215,951 27 COMMUNICATIONS 1 LSUM 0 $0 0 0 0 $0 28 ELECTRONIC SAFETY&SECURITY 1 LSUM 33,093 $33,093 0 0 0 $33,093 31 EARTHWORK 1 LSUM 908,332 $908,332 0 0 0 $908,332 32 EXTERIOR IMPROVEMENTS 1 LSUM 1 217,956 1 $217,956 1 0 0 0 $217,956 33 UTILITIES 1 LSUM 1 510,855 $510,855 0 0 0 $510,855 TOTAL $10,656,053 $0 $0 $0 $10,656,053 NOTES and EXCEPTIONS: 1 2 3 4 5 ADDENDUMS: PAGE 1 of 1 PA, 14-Comeyng EQupment 21-Fke Supp—ion Rd no Rock Sports Center A da.msiva,proven Ta t bred.Pana wM a bng F e King LLC 32 1— SCR ACR ECR Round Rock Fire Station 1 20 Y— history uc of sof fy c pWoof pmleot,for JKC Hutto Parting Garage.Hutto Bldg 12 aM shared experience on Round Rock Fire Station 11 Round Rock tomts Center 22-Plumbing Eatamaa Brazilian Steak House Texas Humane Heroes OuikTnp Co.Plumbing Inc 40 Years RMP 1662D CORR Ki-i gham Park 30.Years JKC's A-T...contractor Cox aM team nave Mexican Sugar-Domain proven critical team members for over 3 decades Hutto C.Op Lot T Jack AA.ns Kdo en 23-HVAC Ro.M Rock Sports Center R.UM Rock Flre Stettin 1 A responsive,Proven Tier -1 trade partner with a long Air Craft,Inc 26 Yeah Jack Allen,Kdol ad 11 Years hi,lpry of successfully completed pmlads far JKC Hunn Co Op aM shared eaparl.no.on Round Rock Fire Station Maxiral Su er 11 Round Rock Sports Center 26-Ele tricot A responswe.proven Tar 1 bade partner wit"many Vd.in I d of an aAowance of$50,000 for Routs Rock Sports Center cassfully completed pmjacts for JKC and shard Gerald Nunn EleciM,LLC 23 Peen DBE,MBE.HUB.SDB 5 Years anticipated work related to the lo,vdtasle Routs Rock Fire Station ..p—c.an Round Rock Fire Statbn tl Round Rock 5 oris Center. stype in Ne caling of Ne apparatus bay. 26 Fire Alarm Routs Rock Spats Center A responsive.proven FTer-1 bade partner with a long King LLC 31 Y— SCR.ACR,ECR Routs Rods Fin Stabion 1 20 Years history d supcassfugy completed proje is to,JKC Hutto Perking Garage,Hullo Bldg.12 and shared axpen.nce on Round Rask Flre SUtwn 11 RpuM Rock S ds Cenier. 31 Earthwork Round Rock Fire Station 1 A responsive,proven Tar irede paha wdh a bng Champ,,Sde Prep.Inc 35 Years OuikTnp Gealgebwn 12 years hislary of successfully completed pmry jacts for JKC Vafamiliar with CORR specs and OulkTnp Austin and shared experience:on Round Rock Fire Station expectations Texas Humane Heroes 1 32-Eztana Improvements To-C Contracting 20 Years Mowpoint Retail Canter 2 Years Responsive and proven trade partner Round Rock Fir,Slalion 1 A re nvesssond—,pm-,Tbr-1 trade patina,wit"many Utz Ekonmental 31 Yeas LIC Slat. Texas Hutto Co Op S Years full Jack Alters Kdchon y completed protects lar JKC aM shared Texas Humane Hames u expenen,,on Round Rock I'm Station 1 33 Utilities Eslanda Brazilian Steak House Tmms Humane Heroes (AMP We loelieve a to be a major aevantage to Coa Plumbing inc. 40 Veers RMP 18820 CORR 1-Mtt m Perk W.Y.— JHC's A-Team mnbaclor. -and team kava have IUe plumMng mn—or also install tfre Meskan Sugar-Domain proven crrticel teem membem for over 3 eeca8 utility package Eliminates any potentlel Hues Co Op Lot 7 ues from plumber to utility tle-in localbms. Jack Aeens Kellen s Li $ - i � "s $ $ -u � oo . i B - Q $V E V J S n n <a - _ e 9 u s J 2 I lu I g �i 00600 INSURANCE AND CONSTRUCTION BOND FORMS PERFORMANCE BOND Bond#101794713 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That John King Construction, Ltd. , of the City of Round Rock , County of Williamson , and State of Texas , as Principal, and Merchants B &ding Company(Mutual) authorized under the law of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto the CITY OF ROUND ROCK,TEXAS (Owner),in the penal sum of Ten Million Five Hundred Seven Thousand Three Hundred Seventy Two and 00/100 Dollars ($10,507,372.00 ) for the payment whereof, well and truly to be made the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally,by these presents: WHEREAS, the Principal has entered into a certain written Agreement with the Owner dated the 28th day of May ,2026 to which the Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of.- Fire f:Fire Station No. 11 125 Seton Parkway Round Rock,TX 78655 NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Agreement and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Agreement, agreed and covenanted by the Principal to be observed and performed, including but not limited to, the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of,the Principal in performing the Work covered by said Agreement and occurring within a period of twelve (12) months from the date of Final Completion and all other covenants and conditions, according to the true intent and meaning of said Agreement and the Plans and Specifications hereto annexed,then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00610 4-2020 Performance Bond 00443639 PERFORMANCE BOND(continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement, or to the Work performed thereunder, or the Plans, Specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the Agreement, or to the work to be performed thereunder. If Principal fails to faithfully perform said Agreement, Surety, after receipt of written notice of Principal's default,shall perform all of Principal's duties and obligations under the Agreement. If, within ten (10) days after receipt of such notice from Owner, Surety does not commence to complete the obligations of Principal with a contractor acceptable to Owner and diligently complete the performance of the Principal's duties and obligations,Owner shall have the right but not the obligation to have the duties and obligations of Principal performed. In such event, Surety shall pay to Owner,upon demand,all costs,expenses and damages sustained by Owner as a result of Principal's failure to perform its duties and obligations under the Agreement up to the $10,507,372.00 sum of this Performance Bond, plus all costs and expenses, including attorney's fees and expert and consultant fees incurred by Owner to enforce its rights under this Performance Bond. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 28th day of May ,2026 John King Construction, Ltd. Merchants Bonding Company(Mutual) Principal Surety Cynthia Giesen Printed Name Printed Name nn By: By: Title: Title: Atto ey-in-Fact Address: 7511 O'Connor Drive Address: P. O. Box 14498 Round Rock,TX 78681 Des Moines,Iowa 50306-3498 Resident Agent of Surety: Signature Wesley M.Pitts Printed Name 7600-C N.Capital of Texas Hwy,#200 Street Address Austin,TX 78731 City, State&Zip Code Page 2 00610 4-2020 Performance Bond 00443639 PAYMENT BON D Bond #101794713 THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That John King Construction, Ltd. , of the City of Round Rock , County of Williamson , and State of Texas , as Principal, and Merchants Bonding Company(Mutual) authorized under the laws of the State of Texas to act as Surety on Bonds for Principals,are held and firmly bound unto the CITY OF ROUND ROCK, TEXAS (OWNER), and all subcontractors, workers, laborers, mechanics and suppliers as their interest may appear, all of whom shall have the right to sue upon this bond, in the penal sum of Ten Million Five Hundred Seven Thousand Three Hundred Seventy Two and 00/100 Dollars($ 10,507,372.00 )for the payment whereof,well and truly be made the said Principal and Surety bind themselves and their heirs, administrators, executors, successors, and assigns,jointly and severally,by these presents: WHEREAS,the Principal has entered into a certain written Agreement with the Owner,dated the 28th day of May , 20 26 to which Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of.- Fire fFire Station No. 11 125 Seton Parkway Round Rock, TX 78655 NOW, THEREFORE, THE'CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall well and truly pay all subcontractors, workers, laborers, mechanics, and suppliers, all monies to them owing by said Principals for subcontracts,work,labor,equipment,supplies and materials done and furnished for the construction of the improvements of said Agreement, then this obligation shall be and become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00620 04-2020 Payment Bond 00437699 PAYMENT BOND(continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement, or to the Work performed thereunder, or the plans, specifications or drawings accompanying the same shall in anywise affect its obligation on this bond,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the contract,or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instrument this 28th day of May 2026 John King Construction,Ltd. Merchants Bonding Company(Mutual) Princ al Surety &A Cynthia Giesen Printed Name Printed Name By: %ww- itl . ( Title: Atto ey-in-Fact Address: 7511 O'Connor Drive Address: P.O. Box 14498 Round Rock,TX 78681 Des Moines,Iowa 50306-3498 Resident Agent of Surety; 'W/-�44 Signature Wesley M.Pitts Printed Name 7600-N Capital of Texas Hwy., #200 Street Address Austjn,TX 78731 City, State&Zip Code Page 2 00620 1-2020 Payment Bond 00090656 MERCHANT BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa,d/b/a Merchants National Indemnity Company(in California only)(herein collectively called the "Companies")do hereby make,constitute and appoint,individually, Brian Kenyon;Bryant Ahmed;Courtney J Goulding;Cynthia Giesen;Keenan Lehmann;Wesley M Pitts;William H Pitts Jr their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and amended August 14, 2015 and April 27,2024 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015 and amended on April 27,2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 29th day of July 2024 .�.y•�•:`pP' • > .Z% • • .•'•. •q.•'O2, MERCHANTS BONDING COMPANY(MUTUAL)UAL)AlONA �\NO� MERCHANTS NATIONAL BONDING,INC. o�PORO p - d/b/a MERCHANTS NATIONAL INDEMNITY CO MPANYq - m 2003 �Z; y: 1933 c: By ,�•.......••;7••••• d�� `fid•. President STATE OF IOWA COUNTY OF DALLAS ss. ...... On this 29th day of July 2024 before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Penni Miller o gp Commission Number 787952 { — • • My Commission Expires io`NP January 20,2027 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 20day of .............. •....... 10 RR o:, :m oA T. 2003 0 y 1933 c: : a6r c• Secretary POA 0018 (6/24) """ MERCHANTl� BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • P.O. BOX 14498 - DES MOINES. IOWA 50306-3498 PHONE: (800) 678-8171 • FAX: (515) 243-3854 Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance,you should also file a complaint or appeal through your insurance company or HMO. If you don't,you may lose your right to appeal. To get information or file a complaint with your insurance company or HMO: Merchants Bonding Company(Mutual) Call:Compliance Officer at(800) 671-8171 Toll-free:(800)671-8171 Email: regulatory@merchantsbonding.com Mail: P.O. Box 14498, Des Moines, Iowa 50306-3498 To get insurance information,you may also contact your agent: USI Insurance Services Call: 512-451-7555 Mail: 7600-C N. Capital of Texas Hwy#200, Austin, TX 78731 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 File a complaint:www.tdi.texas.gov Email:ConsumerProtection@tdi.texas.gov Mail: Consumer Protection, MC: CO-CP, Texas Department of Insurance, PO Box 12030, Austin, TX 78711-2030 1Tiene una queja o necesita ayuda? Si tiene un problema con una reclamaci6n o con su prima de seguro, Ilame primero a su compania de seguros o HMO. Si no puede resolver el problema, es posible que el Departamento de Seguros de Texas (Texas Department of Insurance, por su nombre en ingles) pueda ayudar. Aun si usted presenta una queja ante el Departamento de Seguros de Texas, tambien debe presentar una queja a traves del proceso de quejas o de apelaciones de su compania de seguros o HMO.Si no to hace, podria perder su derecho para apelar. Para obtener informaci6n o para presentar una queja ante su compania de seguros o HMO: Merchants Bonding Company (Mutual) Llame a:Compliance Officer al (800) 671-8171 Telefono gratuito: (800) 678-8171 Correo electr6nico: regulatory@merchantsbonding.com Direcci6n postal: P.O. Box 14498, Des Moines, Iowa, 50306-3498 EI Departamento de Seguros de Texas Para obtener ayuda con una pregunta relacionada con los seguros o para presentar una queja ante el estado: Llame con sus preguntas al: 1-800-252-3439 Presente una queja en:www.tdi.texas.gov Correo electr6nico: ConsumerProtection@tdi.texas.gov Direcci6n postal:Consumer Protection, MC:CO-CP,Texas Department of Insurance, PO Box 12030, Austin,TX 78711-2030 SUP 0032 TX(7/23) DATE(MM/DD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE 11/05/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Chance Thomas NAME: Brown&Brown Insurance Services, Inc PHONE FAX AIC No Ext): A/C No): 8000 Centre Park Dr E-MAIL chance.thomas@bbrown.com ADDRESS: Suite 370 INSURER(S)AFFORDING COVERAGE NAIC# Austin TX 78754 INSURERA: Continental Casualty Company 20443 INSURED INSURER B: The Continental Insurance Company 35289 JOHN KING CONSTRUCTION LTD INSURER c: American Casualty Company of Reading,Pennsylvania 20427 JOHN KING LLC INSURER D: Evanston Insurance Company 35378 7511 O'CONNOR DR INSURER E: ROUND ROCK TX 78681 INSURER F: COVERAGES CERTIFICATE NUMBER: COI 25-26 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 FN�l DAMAGE ToE 100,000 CLAIMS-MADE OCCUR PREMISES E,occurrence $ _ MED EXP(Any one person) s 15,000 A 8035092617 10/22/2025 01/01/2027 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2.000,000 POLICY PRO X LOC PRODUCTS-COMP/OP AGG $ 2,000,000 PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 8035092603 10/22/2025 01/01/2027 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS UAB CLAIMS-MADE 8035092634 10/22/2025 01/01/2027 AGGREGATE $ 5,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION X PER STATUTE �RH AND EMPLOYERS'LIABILITY Y/N 1,000,000 C ANY PROPRIETOR/PARTNER/EXECUTIVE � NIA 8035092620 10/22/2025 10/22/2026 E.L.EACHACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Pollution Liability Aggregate Limit $1,000,000 D CPLMOL135260 10!2212025 01/01/2027 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) The requested certificate has been issued in accordance with Texas Law.Some policies include blanket endorsements that provide status to the Certificate Holder ONLY when there is a written contract between the Named Insured and the Certificate Holder requiring the status.See attached Additional Remarks Schedule for list of forms. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Round Rock ACCORDANCE WITH THE POLICY PROVISIONS. 221 E.Main Street AUTHORIZED REPRESENTATIVE Round Rock TX 78664 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ADDITIONAL COVERAGES Ref# I Description Coverage Code Form No. Edition Date Professional Liability-Pol#ANE5524328.25-Eff. 10/22/2025—01/01/2027 Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $1,000,000 $1,000,000 Ref# Description Coverage Code Form No. Edition Date Cyber Liability-Pol#C-4LWN-160785-CYBER-2025-Eff.09/18/2025—10/22/2026 Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium $1,000,000 $1,000,000 -T Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. 7 dition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. Edition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium Ref# Description Coverage Code Form No. 7 dition Date Limit 1 Limit 2 Limit 3 Deductible Amount Deductible Type Premium [OFADTLCV Copyright 2001,AMS Services,Inc. AGENCY CUSTOMER ID: 00576955 LOC#: A`ORV ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Brown&Brown Insurance Services, Inc JOHN KING CONSTRUCTION LIMITED POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Notes GENERAL LIABILITY CNA 74705XX(1-15)-Blanket Waiver of Transfer of Rights of Recovery Against Others to Us(Waiver of Subrogation),in favor of certificate holder,when required by written contract. CNA 75079XX(3-22)-Blanket Automatic Additional Insured(Including Completed Operations),in favor of certificate holder,when required by written contract. CNA 75079XX(3-22)-Blanket Primary and NonContributory-Other Insurance Condition,in favor of certificate holder,when required by written contract. CNA 74702XX(1-15)-30 Day Notice of cancellation per list on file with carrier CNA 75059XX(1-15)-Per location limit applicable per endorsement COMMERCIALAUTO CNA63359XX(04-2012)-Blanket Waiver of Transfer of Rights of Recovery Against Others to Us(Waiver of Subrogation),in favor of certificate holder,when required by written contract. CNA63359XX(04-2012)-Blanket Automatic Additional Insured,in favor of certificate holder,when required by written contract CNA63359XX(04-2012)-Blanket Primary and NonContributory-Other Insurance Condition,in favor of certificate holder,when required by written contract CNA68021XX(02-2013)-30 Day Notice of cancellation per list on file with carrier WORKERS COMPENSATION WC 42 03 04 B(06-2014)-Blanket Waiver of Transfer of Rights of Recovery Against Others to Us(Waiver of Subrogation),in favor of certificate holder, when required by written contract. CC68021A(02-2013)-30 Day Notice of cancellation per list on file with carrier UMBRELLA Coverage is follow-form of scheduled underlying policies. Underlying policies include.General Liability,Auto Liability,&Employers Liability ACORD 101 (2008101) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Business Auto Policy CNA /� Policy Endorsement CONTRACTORS EXTENDED COVERAGED• • • PLUS THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Form No: CNA63359XX(04-2012) Policy No:BUA 8035092603 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/22/2025 Endorsement No: 11; Page: 1 of 4 Policy Page: 69 of 114 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 i I ®Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy SNA /� Policy Endorsement C. Fellow Employee Section 11, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. 11. PHYSICAL DAMAGE COVERAGE A. Glass Breakage - Hitting A Bird Or Animal - Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section 111, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Form No: CNA63359XX (04-2012) Policy No:BUA 8035092603 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/22/2025 Endorsement No: 11; Page: 2 of 4 Policy Page: 70 of 114 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 c Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. CNA Business Auto Policy Policy Endorsement F. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A 5100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: (1) $5,000; or (2) 20% of the auto's actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Form No: CNA63359XX (04-2012) Policy No:BUA 8035092603 i Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/22/2025 j Endorsement No: 11; Page: 3 of 4 Policy Page: 71 of 114 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 I c Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. MCA Business Auto Policy Policy Endorsement (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. D. Other Insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Policy No:BUA 8035092603 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/22/2025 Endorsement No: 11; Page: 4 of 4 Policy Page: 72 of 114 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 i ®Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. C/VA Business Auto Policy Policy Endorsement NOTICEOF • TO CERTIFICATEHOLDERS It is understood and agreed that: If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if we cancel a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificateholders at least 30 days in advance of the date cancellation is effective. If notice is mailed, then proof of mailing to the last known mailing address of the Certificateholder on file with the Agent of Record will be sufficient to prove notice. Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon us or the Agent of Record. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: CNA68021 XX(02-2013) Policy No:BUA 8035092603 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/22/2025 Endorsement No: 12; Page: 1 of 1 Policy Page: 73 of 114 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 ®Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT General Aggregate Limit - Per Location Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. For each single location, a separate Location General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: A. all damages under Coverage A, except damages because of bodily injury or property damage included in the products-completed operations hazard; and B. all medical expenses under Coverage C; that arise from occurrences or accidents which can be attributed solely to ongoing operations at that location. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Location General Aggregate Limit applicable to any other location. 11. All: 1. damages under Coverage B, regardless of the number of locations or projects involved; 2. damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single location, except damages because of bodily injury or property damage included in the products- completed operations hazard; and 3. medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a particular location, will reduce the General Aggregate Limit shown in the Declarations. III. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Location General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a single location. IV. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of r locations involved. V. For the purposes of this endorsement, the following Definition is added: Location means premises owned by or rented to the Named Insured involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. Location does not mean any operation or project away from premises owned by or rented to the Named Insured. V1. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75059XX(1-15) Policy No: 8035092617 Page 1 of 1 Endorsement No: 7 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. W-:7 z. �r�t, • 3:� c Q 3 a. xt -F _L f •'j R. Ilk r..= " :�'!`;,i::.i'A'<.&+'k��*�'..,i t�`���`�k'.7".,t4J'4� �:�'"1 �•,� ��a.. a'� '�*�t ?� ��",�-',�,.,,:;r«f ��.y , q r '?('a: ,}z, t !... '.^•t : ,,l.,�s,.:,:gfli 2F]'.i.70fT1 ipi`fF3i{].(y``iL,' ('.g Steri'!' t,_'t,i��'C,1 � •. (Ci f,c. .ai�' ("; ".•�:�' ,;'t:-.'j - e- "Y'! e ,_...,,r.��'�r j1a dam , CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured-Primary And Non-Contributory To Additional Insured's Insurance 3. Bodily Injury—Expanded Definition 4. Broad Knowledge of Occurrence/Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability-Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury—Exception for Reasonable Force 11. General Aggregate Limits of Insurance—Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability — Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments n 18. Non-owned Aircraft Coverage 19. Non-owned Watercraft 20. Personal And Advertising Injury—Discrimination or Humiliation 21. Personal And Advertising Injury-Contractual Liability 22. Property Damage-Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation—Blanket 26. Wrap-Up Extension: OCIP CCIP,or Consolidated(Wrap-Up)Insurance Programs CNA74705XX (1-15) Policy No: 8035092617 Page 1 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. �""A�..ts!ie�;'y�#'j�;3f .:w R:r 9� i!E��� .� +�, b�lr:',�iltt,�'�. a�J�e.��;.,:`- � ��.,..r. aJ:;����9 i3✓a:..s 1 Art i .1 _._. ?."3s..-9:'.t, .,A K.-;,'M .i -per I In-.. � -a, 110001 ky %., f Z -f. ,s.-..= i''!i fto,_ -.ii' :�°+ ." - ,. •.,�5 ? Ji .. ^.1p.`.., '3�i�.' .. .. .. . ..- ...t" !.1'. i-•a :'i, .. <.'livl � _. ,.. _'r..- !.'{°�" .,_ ., .C. ., :'� i` !i.. ia,:Igf.4��l, h �s:i [l ,::5:. j a-now 0 W v 0 .. MA A ...T ;mksvh?iE;?a '#. #t ym til.,.,'l ;9 >'i;i # ,s•7jtt ^.s =_• '°%S .S•,:, ! :- - �., a^�.kr:4 ''i;._}x"#;°ti)+,.: d _ ,. .Scr'.. .. r3 ("f•:. �. i '3�slx,a r "041A ..�rd '! f � iFvvjeg own 1NM` BF.aaha3oN.,fm Ai €.+F41d`"Et1 t•'.�a�r:1itl g ,a §' .fs3}i�.a�"ta'K'4;�?�7i�s, �&z�'lR..�dSi%9°��'.>,�'Is tt-�" �} i .` T'Ja: o c•:1# k's `1*i ml i ai fit`<.*"s. y sa m.,...• 4T°. WN 1n4A r �.:,.�'t akSo ,-#"! ="t'1� .aw;tt '.#?�i:a: c., ���. "`•x#r'.:�1,$t i�iR�,,�_nR� ��� _' a_.. Zl v' ' ��kp�3�}aR a iC:e'srF�<,,'3vtw�6'�tis:• 4�' i CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A.through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The CNA74705XX(1-15) Policy No: 8035092617 Page 2 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Servlces Office,Inc.,with Its permission. 17 'RU w vi; Tu--+ ICr�F.l;l 4iir,` t F."ar9J¢°"'' x t4:-',.'a (t :i'•# { ��„a' ti . _ x .. ., ..); ,. , . ,4.. l J-. 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C+ 'aNX.,P this$dux$?: # ?. 2; ra y r .a e wql..5ipti 1.i[:(0'f10r Yri'T Ot ow ,1- k , - -ii, . 4: _ ..if41H �.?^��1:�ice. . �.. r � .>~!�"c3t� y*ja'kt ... ..'" =.r ,, i"'�r>` ii }i�ie;7i•C '-'�"•'i`ie 3. .,,;l;t+' ,Jti> } .•i.�:? Y:r.Ni� '9::i) �k.:...-•'; �f t. 3., ,4(,:•1 ,;»' >;. { p,.• ; e` a ass., . kditi it .. V 4 Wow; i.'T 'i j V V '%!'i b+ , CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee,Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions—Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or m c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: CNA74705XX (1-15) Policy No: 8035092617 Page 3 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance SeMces Ofte,Inc,with Its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2. ADDITIONAL INSURED-PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY—EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or CNA74705XX(1-15) Policy No: 8035092617 Page 4 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. I. F'o" D ..'1i1,1i1 rloi%'LP 41 a'...k,' ?,,:]-;,�, ;y' -. 1, not 0 Inc .•.t -40 t`:'+,OOM Y, ;£i::OW �iq>,'tF,1�'� K. <� }fig i•1�."i Lift':;r;s'avCy d{1� ,. °t. .7Asi!ti.^;!tl � girf + .5'i#t R'• ",r" 2p 'r u,lfke�w4'y q_. v rob k1E11:.";, no, :f;'h _ 3g:'n1e+:tu air • »i•Mi.F. .. .,ai! r„ t ZvOK CAR T"*.-".-.) ., v_.J... T .jf "G., .`,y=7....° [; ..11":k ��..,t.:.0 -3 r?1 mamem woo (•.c - _ ( . . ,. ''C�i:' . i:� it'a�,c}F •t :�1,:'f�!it.`.a °• . I ti., 'axi ;R . '� ,��!i,r '':i �'�`411'�' fJI'." ro? .!o— < w .a ,.. (r is Vs TOP CA '?m:t i.noun It p rKi moi' _; y as ,.,5! 1I)zl t . w! 10 91 07,.q pit: 1 J:: a l: : w ", I,!".t "'p .:ius?li '+: * , 2 ..r r. .i •Itl!':...i .:�.,: .£'� .",49t;S1) f.,,.....TII[.�L• :,.:.s , �" '.`i !< � ':'er :y, r' •. 5 . .w a .5�1'+�, .' r.",'t'; ,• ,. moo n.,a r^t 41.'.'., . .f ....ii: 0C.11 , 1 r . kv .,t it Masson ,,, to zoo of .";tl{�+ ;; °:,j. ' 3 `,gcf* :•,C i . j'i[si"r: S� ;ril. POW -.:U:i.c ,'1':i ;t.'..,,.!r} ,{ij.?*i_ i, +Y!.f:;i'! 1'1:..'9., .. r tt,., •f;.!•�! TL:.'•`s•ai ll c2.�'.:•p! .'r." Y"tJ{.. a. �... . ,?;;' rr"A�¢_-, ,�';:N, ,- F,- 1�+iir, ,. ,-n r, e ,.JL7 .. .f. ,,.i5; Ir `iv2- ?p,q V`I t -np,, 5.."(i ,. !"r lir." 7 '501 .,l•..`��i:lyit3 .-fti} 9'�� � .,.� wl�q �.�> ... :_! `'{.dg.`.� ra.�r�.�..$ iHUR Imn 171iO'3 -mm' 7 .f:. '4"tt:,-e to 4 MV3 all -1 i!F+;pso t7 t✓ '! f7 a , i rr�r p y. Ji,q i,'A f` .'Sa Rei 04 ... "� .;', r'•, ...'::1"a ,:3`'.,' `F� E=-UCS', .f ?11 'li >:'� . :a ..,. ,! if1..SL7{. ix:F:5�i33i' i;f.V 1t A'm31i W-'e:",fit Own w . • , a a: new 2 001 ;0 ilgrref" t., ,. t• s .,. t,r1 ..j 1 '�' a , .':...ir" 6f .. 5''� .k.} 1' '.l: Ci „ .. l(. , Sol ... ...i►,' l ''ie-etU 3N°i' 961 ,}'? ,,- I+ih op ( 'I t'. :i• _ , �' :.1�r':,r NerRt'T:... P::j '(i,iN AM U(+: !-_ ,1� .i'. ,•g. .y��:. '1(1 ., i'.. ,. ;, lE :t?q, lir .7,=e•E c�t',b.19•� ,:.', -,� t 5t�y1: ; tf'3''i ei @ar1 E+11 1 '�P ' ti'y+., •0!i r,.r0 :t: t' "I r•r!t a c a � c �. S Ow? to , i 1, e r e..., ri r't , ... :'=i '. .i.r�i. z. Y, (1.18,1;. :� --^f'�. �f 11t17! Y°'7''4 '1 ' ':+':i fd £tYiS; ,'�.t:'. f:Fi'1;1, � � /�F�IffS�: E., T-101 `r:fJ z Cn.. riw�.. poi :`1i�da[! ;1:?.!li'no owhs,-, ^war, "'i -11.t r 1 WAS1 . :7. (!:.T ... i Iqp e. i, w.".i':i t';iJiiiu 1 ., "us:..4:-' '>c•"A ti 00"o ow ':ev.il QTtlWi .. f`.. ..Y f1 -0i;� ;1v ,kl",:. •�' 1'}'�P, v, .w . ., ')..: L,:,1i„5ti `+ , ,�7, 6, , 11' '`.''1ei�{`�;�'+it`'=f"t�;` .[,`�! ' . >+tESir':";. ."�-�t�3"a?�• ! («; .iii !_'� i� �: '�C. t J t•.r ?.,i.'+J a(fir�!./�.. n - .d.:'��i<?..0 �.l .�. 5•:.�i'iv.) �1f.i � -.'.1`. .x ,..,,.f r.�;"fi {r..,: Von:W CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which quality as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. S. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba) as any Named Insured should choose to employ. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: N (O r This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: s (1) fire; (2) smoke; (3) collapse; or (4) explosion, I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products-completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or CNA74705XX(1-15) Policy No: 8035092617 Page 5 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product-completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises,was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY—RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another parry to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY CNA74705XX(1-15) Policy No: 8035092617 Page 6 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Off Ice,Inc.,with Its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph(1)or(2)above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use n shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES,AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for CNA74705XX (1-15) Policy No: 8035092617 Page 7 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. SAO? C)p{tr�._r � .,� -,I''' icr}�Et.��Pf3 l.��-:-=':a.-.# !`F1✓'9�i1°� d"rt`•C 'qi ,� `•' _�)�:� - ;moi 9�` .tt±+tn"3 �e.'�_ :t3."�+1;': ... *'� j �'Si t{�?'. N. ` ,i`' .: F.7{k Ct "J.': �+,J. .i.:3 .,, Y� .,iH .'"• ..i .. "� �.>�:`•. .I;"! 'i-,S-..'t1 f „",'Ys=fwt..es�( `, .-5 'fir... ...'�ii.iil! +". �,'.-i .._. :'�. ... .� • 't. ., .Sr.... .. 4;x?'S''K'-4�. Y +te." I .:'';; ::'•G 'i. 0.",li�'st,i7(':'v I r A;,e_CI .•t ";t lelru - . .� I:.a' .;7i+r'i}}1 .ry' ,. - _. Syr) .•)'.:iia ._ `�' ..'.}L� - . �.i�+ � - - .. • �r{ia n :} 'r, �a :'.Ji)1� -aj t� �7..',i t,� Y}� 'U. ,:u� .. Ffl)'.,. '=t"� °:) >?'. . r•' ''�1 WIT) IMK Mv ?r(i y4b,swob 1 j "j } c..s! e"",.. -,Vti) �.)i•i. 0 r'_ vow ;.t .}+'J!i.IP l:i i,!, '0.- :13 .;r ' •J.1rIC; Jr�LSt"1;;' gy*sA.b... .` '•,1''i !• a', . ;'z .. , , 't, 1,- ,t .t:, ' t{•!. 5 P 1 j.l...,Jt l., f:= 't�:i�:t� .I.��_. 1' ` �1 , :ie��h•. ., C ., •J 1l �J�,.�.Yc..-��t! r )' •J !}: L?`?it2 dRk.. I! ..ra 1!'r,fiut;'9: wn tv, 1:, _ ! .. ii` ��G i• "'t* r!`�.•'1 'C .. : '6' � r r a:,. , ,,, jti.,a ,.t.3 :+ a !y! "� x , { ,�,_. 'C, v bxy"Y7 no n. Mej KA.tea. a . .)-'t.. i'"'ix &I .t "i: . trhl }04b 7Aw ,oj&4 V,-`OP 10 c.-W Awn.UkI ^.i', l M'`i.;ti ;'ii }.. ):1�;: :. i':' .. ` ?. :?r'.-(,j' . 'i ri1J�u�'•.i �i. i..... i)d�(.ti��^1 r_�:1 r1 `�':� :1C:. ."'r; :::�•., t.a•:.7" 3f?' f' ,., 'r-':)`•i)� � .iii, .� ps n wl Wn .� ._iJy C� ±�" "'o :) )1 _ M I.iC:'•`r g ,vA+.,t V .lig .. ' - -. I ,.,.i". �•t t� y.. .- _ l (, •f� .y not 1E ,..l• `!�r,�,:343}" F{� ,.. :? i•u , .. .. �4� �'r. ?' ti:=, 'I; ,17 i; `? ,. }(, ,;a:.'• :' �: ^Cil 'Kh ._'t ) -non-';. owl To un in r..'°.- .-J1 ?l ,lt�'.'. F ,'i s ,���:1 ,i .'-t.i'.je '.i:co. +(.'� .. iS �;�!L't :j�' G.$�1S?s::. ,.�!�i;'•� .lr_;ru_.ra$z ,i . . _ )'11U+s �'. '.". .4. __aa M ':'... ,�: ;JC a;. . i`' -..!! f? f,!E1e . .y ry,Y' i :.•^f: tit+ 'j{r.� iF f.. .{ t' . Iq ei '-jgi1;.{...< NO 1 , .ikap Ln; 4 NAI a fi ? TI,l1PALI A.,.t7 ii'3i7�, ..,.i:� -:i ..,y �c}--�+�.J,i.. f:.1::1 G ..➢i:;;•- j•.-; �.'�1,'�i,A��'W.Z c';�.:a;'� 3¢,:;✓•A..l{ar.�'+, <j.3 C1 ad riZl;l ttoe +vkma A ran 'l, ds , ,t w la ais`U!T:'ls £is_sc .__,d?r;t s C si) eosk y '!•1 t f<+ 'f•`+ fi t.. .. ctv'','r,}�, 7?.,a�`,f:3 auk,; ph, A0. wo? v : &... .. 1 WHIM": •b+' ,`fl�.. .�r� .. .,. •'.�lY'"-r'; ,.:.3.,.-. � �i�n`bs7.M- 'n�:.:a•.. _ i.:. �a.'. „1_,.'w ..:F.' CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY—EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE-PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products-completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products-completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. CNA74705XX(1-15) Policy No: 8035092617 Page 8 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured, 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1)and 1.b.(2)with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability sthe Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud CNA74705XX(1-15) Policy No: 8035092617 Page 9 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. FT T 1 ' a'9 G. _: 1 'r; ein'(J4?idi , "( +r:l S;, i ,t; dr i ! to-r c�'!`•C� �t x 3' Y .� ��t.lr..t� t��'''1'. , . .�•� _ .., .. . ., r'. � ,� t. '!. ,,., ,�!a-i'1,....�%''� "�!`';��raS�11i.' ;'.i i`e�:Sf`7��i t. :�� ,a ,....,.iS.,L42. .- �,ap.:xiy� .. `r,;: . .�.. , "- r.,•�..t;"�`. •: ::7. ._, _", F. i ��:.1!. t+la :.�� "1.=*� ,. .kit:` l.. ;:� ,l:��?';1 ..'? ii':'r':' f�Ji4.,�'�`t9 'iJ:PI,•�:5�" :ttT:,)i`.?ra:y".;' 'k = `. 1'sl'..i!#N,dJq,i TA. f.T M .. �'a 'til! 1 .. hell; !t,� C: ,.?t r1 f, !7'."#y. 1.k• A * ey. ; C3 :,y r .;.t .cx <': s!iia+sii"..9 'IPA :..A.';l. Kti.'<'`,610 °a' H:'!` 'i;;i{etc i'f! YIxL±Yf Rii;T' A - •+ 'l" 'i Qlf:'f: r .1" -ij.i r'� ��..? i• ' ':tr.l! 'R-Fitt.1,3,'!'Ri�lkifliti{a tJ:')! ',l'ro�;l�:"f `Sr"'xi4 ,-i` ., 3Y'. �"''i;f411E-"^;?03 .:x' yt.t i.�..':t_-. .. St�lp�P1� f�'�if�C•K: :1'9ti%: f L' #.r s . "t3< ( '{7igt44--_3 i' 47 ? ,i [ qi1W �a:3'.e fill* U2.r, t ;t :l:}i,:,t��.,...�x;Mii�fii 81�lfi.L?,�` .,"3�'( f 't;`• `�' 3;. .. i l.a , .. . _ '- .'"�i! .r.. �r.�:.. a ,f„14 �. },tr: Y'11 idy'! lt;l�'. .•� - 'll,.•,y.� �,l.;-j1.���3a.'3 2ti11 . .� { ...+ n:_1 t ' ?i,F.+'+c3 :{.� + L 1'7'.'Sx::x: :'"Js'.� l$ .,,5' tJ..:,. t"'� i`_s3`.:..Jcli ,. '.+: :t( ..,•tisJ:_ 1'' '.�:;! K y?4t{C4 1.t ?i':,. ,.:` '•'fllF7:'i.%''' ,.'!'1'�i.'C''Ft �:C' t.`! "': ., It? �.�? y. ,. tf.�i, ��'t ..,1 ;+.. _ il•;tit. , s�`v'$:��}`.: *-: - o - ...,1 f':ti,`i fl: i(..J• tii�+',:� t .` i-i�,°! .lel i!'v' 1_ Y lil'.r`."•'+`t' ..,_.. �... :73 '1. t'..E:l.)'° :i^fia'tit�:'.EjlEiti ':) lt0t.!Oiff'dici, ,i'l'.5.1?!?•tT,!T,:'z;'1 }es �,; t)�t ljw;f:;S %FFE i� :.wl. l.�i ,ti: Y +':S<< h �•, iF, a_t 'ii 'b t�:;7.!•a �3t'bs`.St: "! ,Z .i!,.7' ,,a, _.. v ,'.;�t �.�ii,t7�lrt?f's) ''P m-:ri .f!t,i;Ri iW"'o 4a tl'je,-A21`:G, 1'k..-.) _: t dih ^'.� a.:,'i ',,,..`•..- '.'i.IA�JP^ ..lc.;f or '�'y. .5ra:!^lt i,. rl;,ia-1,,i�F!A:yt 1i1'i t!`l CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to. L add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; L Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and CNA74705XX(1-15) Policy No: 8035092617 Page 10 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. 5 1 f ii.. .8T fr'j r• -'i`j ', '1",)il" .G`,> .n0f . . .-:r}?£:. t. '.i:'3' ,' :�' 'rVtif ) .:Oiik 4'�"f .��$ .?ili:''J5 `ns iif'J- `P.',�1i{{,__1'i i. i f C+yrs 4''E3J,rsJ�a�,�,t L'is Xl"el ,1'� :`L: �i",r:. _, n'9f:. "1 olwj fit'- Jfi S'��,{)�i p' n. ?: '7,,0;dkri .P w:.. S#: .a'.�{ �.f7 oiat '1i'r%J ,.. ,. ;t;' .,. 1Xf.i i `•>fl, :) ;�: � Tr : S?L .. i .I .. r.,i.'' !i4')t 'rt +i:. a .:s fa§? i=� >yiq E•, . Jt i. '-ie 4< .c :la`r!1^?". . . r'; '1';.)I. ;)iUr -•;`. :sof i' .;Rs� ,_•+; '166+''?f-:'?`triilLf'i}i `;"°i',nC.' :il". _b ,,;I�r^r�;a'1li�f .�► ,1<itrlr,C; .1 . .i '_s'„ Ls' );-`r •illi i tir t,;jf(,1 .� >>:" ilii'. :,ni (;YJ. .;I' . :i; . C(:i�,a":.,>i >E?•"'I4f`::.1:. 'lr:, b';�t,hii, :. if �`�!?*E71E'":*F-i1ff3 f�,i.:.�f# £iN368•*.,dc3�'.`*'t'�f ilt1' . 3ff: '7itV l: r kilC58 f�":..1 i"i iC +;�f'i :. 0:'6 a [� t nr I' i' .ar ':o. .'t .j' `- .i. ? . cr',�' if ;li i .i�"7 A ls'=alp"+O;il fifEt-"4 al'r iijw-1 „�t.gi: i�. .'° Ut r`filEi,4t=. ... _ r'� ��1'. 1 '�"yi., ;'t!'J'.JF titxiLa �(il..i�)f�<:f1c.�� �ii�;r:t.,;l�ir3 . ;i)i31''tt;')1'Y,. ij'ic#ntsil'i^,'•:'. r NOV.x p..�,A, 03 C'w 6e4g olgfno'Al'. wi:nl bsiili'ii g" '')di j�' 1?" ::t ' F. tai Ieii^lvi s3flAr4it#'S'',., w ... #1#1# iiL .? •("� �i s9li}Bs'i� t^ft#t c;� flf! f :�. 1►!G^ f.' J !+ ,:: t j =`.�'�!;i} �f iiTTT�i 37ctt 9"(�Y t� >(3#14tx Malf,i tiL�. � :'•,'°J i 'H6��,i �uif,w'1� !�Y`J�-,?�1ti1.1 '� � .._. f .. , y s r m 'J:'i r,- .. i '••31`. 9. :^?8iAC—Ar tl %5;iij CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident, b. delete Subparagraphs(a), (b), (c)and(d)of Paragraph 2.a.(1)of WHO IS AN INSURED, D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES/PARTNERSHIP/LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: r M1 a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; $ b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS, Please see that provision for the definition of consolidated(wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE,CUSTODY OR CONTROL A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: CNA74705XX(1-15) Policy No: 8035092617 Page 11 of 17 Endorsement No: 6 CONTINENTAL CASUALTY COMPANY Effective Date: 10/22/2025 Insured Name: JOHN KING CONSTRUCTION LIMITED Copyright CNA All Rights Reserved. Includes copyrighted materlal of Insurance Services Off Ice,Inc.,with Its permission. C/VA Workers Compensation And Employers Liability Insurance Policyholder Notice NOTICEOF • TO CERTIFICATE HOLDERS It is understood and agreed that: If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if we cancel a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificate Holders at least 30 days in advance of the date cancellation is effective. If notice is mailed, then proof of mailing to the last known mailing address of the Certificate Holder on file with the Agent of Record will be sufficient to prove notice. Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon us or the Agent of Record. All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective Date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. Form No:CC68021 A (02-2013) Policy No:WC 8 35092620 Policyholder Notice; Page: 1 of 1 Policy Effective Date:10/22/2025 Underwriting Company: American Casualty Company of Reading, Pennsylvania, 151 N Franklin St, Policy Page:4 of 45 Chicago, IL 60606 0 Copyright CNA All Rights Reserved. AC ® DATE(MM/DD/YYYY) CC EVIDENCE OF COMMERCIAL PROPERTY INSURANCE 04/17/2026 THIS EVIDENCE OF COMMERCIAL PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW.THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. PRODUCER NAME, PHONE COMPANY NAME AND ADDRESS NAIC No: 20443 CONTACT PERSON AND ADDRESS AIC No Ext: Brown&Brown Insurance Services,Inc. Continental Casualty Company Chance Thomas PO Box 957289 8000 Centre Park Dr Suite 370 Austin TX 78754 St.Louis MO 63195-7289 FAX - AIL chance.thomascQbbrow.com IF MULTIPLE COMPANIES,COMPLETE SEPARATE FORM FOR EACH (AIC,No): ADDRESS: CODE: SUB CODE: POLICY TYPE AGENCY 00576955 OPEN REPORING FORM BUILDERS RISK CUSTOMER ID#: NAMED INSURED AND ADDRESS LOAN NUMBER POLICY NUMBER John King Construction Ltd 6043333442 7511 O'Connor Dr. EFFECTIVE DATE EXPIRATION DATE 7� CONTINUED UNTIL Round Rock TX 78681 10/22/2025 10/22/2026 TERMINATED IF CHECKED ADDITIONAL NAMED INSURED(S) THIS REPLACES PRIOR EVIDENCE DATED: John King,LLC PROPERTY INFORMATION (ACORD 101 may be attached if more space is required) ❑ BUILDING OR ❑ BUSINESS PERSONAL PROPERTY LOCATION/DESCRIPTION Construction projects where insured serves as general contractor or construction manager at risk. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION PERILS INSURED BASIC BROAD I I SPECIAL I X COMMERCIAL PROPERTY COVERAGE AMOUNT OF INSURANCE: $ See Additional Remarks Page DED: $2,500 YES NO NIA ❑BUSINESS INCOME ❑ RENTAL VALUE X If YES,LIMIT: Actual Loss Sustained;#of months: BLANKET COVERAGE X If YES,indicate value(s)reported on property identified above:$ See Addtl Remarks Pg TERRORISM COVERAGE X Attach Disclosure Notice/DEC IS THERE A TERRORISM-SPECIFIC EXCLUSION? X IS DOMESTIC TERRORISM EXCLUDED? X LIMITED FUNGUS COVERAGE X If YES,LIMIT: $25,000 DED: FUNGUS EXCLUSION(If"YES",specify organization's form used) X CNA-71622-XX(07/13) REPLACEMENT COST X AGREED VALUE X COINSURANCE X If YES, % EQUIPMENT BREAKDOWN(If Applicable) X If YES,LIMIT: DED: ORDINANCE OR LAW -Coverage for loss to undamaged portion of bldg X If YES,LIMIT: Included DED: Demolition Costs X If YES,LIMIT: $250,000 DED: Incr.Cost of Construction X If YES,LIMIT: Included DED: EARTH MOVEMENT(If Applicable) X If YES,LIMIT: DED: FLOOD(IfApplicable) X If YES,LIMIT: $1,000,000 DED: $25,000 WIND/HAIL INCL [EYES ❑NO Subject to Different Provisions: X If YES,LIMIT: DED: $2,500 NAMED STORM INCL [EYES ❑No Subject to Different Provisions: X If YES,LIMIT: $7,000,000 DED: $2,500 PERMISSION TO WAIVE SUBROGATION IN FAVOR OF MORTGAGE X HOLDER PRIOR TO LOSS CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST CONTRACT OF SALT LENDER'S LOSS PAYABLE LOSS PAYEE LENDER SERVICING AGENT NAME AND ADDRESS MORTGAGEE NAME AND ADDRESS City of Round Rock,Texas 212 East Main Street AUTHORIZED REPRESENTATIVE Round Rock TX 78664 ©2003-2015 ACORD CORPORATION. All rights reserved. ACORD 28(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 00576955 LOC#: ACORO� ADDITIONAL REMARKS SCHEDULE Page of �r AGENCY NAMED INSURED Brown&Brown Insurance Services,Inc. John King Construction Ltd POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 28 FORM TITLE: Evidence of Commercial Property Insurance:Notes Limits: $20,000,000(Fire-Resistive,ISO 5,PC 1-7) $20,000,000(Fire-Resistive,ISO 5,PC 8-10) $20,000,000(Masonry Non-Combustible,ISO 4,PC 1-7) $20,000,000(Masonry Non-Combustible,ISO 4,PC 8-10) $10,000,000(Metal Non-Combustible,ISO 3,PC 1-7) $10,000,000(Metal Non-Combustible,ISO 3,PC 8-10) $5,000,000(Joisted Masonry,ISO 2,PC 1-7) $5,000,000(Joisted Masonry,ISO 2,PC 8-10 $4,000,000(Frame,ISO 1,PC 1-7) $4,000,000(Frame,ISO 1,PC 8-10) Debris Removal$250,000;Temporary Structures$25,000(ACV) Exclusions: Wind/Hail for projects located in Tier One&Two counties, ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 00700 GENERAL CONDITIONS City of Round Rock Contract Forms General Conditions Section 00700 TABLE OF CONTENTS OF GENERAL CONDITIONS Article Page Number& Title Number 1. DEFINITIONS..................................................................................................................... 2 2. PRELIMINARY MATTERS............................................................................... .....................5 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE.........................................................7 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS.....................................................................................8 5. BONDS AND INSURANCE...................................................................................................10 6. CONTRACTOR'S RESPONSIBILITIES...................................................................................15 7. OTHER WORK..................................................................................................................24 8. OWNER'S RESPONSIBILITIES.............................................................................................25 9. ENGINEER/ARCHITECT'S STATUS DURING CONSTRUCTION................................................26 10. CHANGES IN THE WORK...................................................................................................27 11. CHANGE OF CONTRACT AMOUNT..................................................................................... 28 12. CHANGE OF CONTRACT TIMES..........................................................................................30 13. TESTS AND INSPECTIONS; AND CORRECTION OR REMOVAL OF DEFECTIVE WORK.................................................................................. 32 14. PAYMENTS TO CONTRACTOR AND COMPLETION............................................................... 35 15. SUSPENSION OF WORK AND TERMINATION....................................................................... 39 16. DISPUTE RESOLUTION......................................................................................................40 17 RIGHT TO AUDIT...............................................................................................................41 18. MISCELLANEOUS.............................................................................................................42 00700 06-2025 Page 1 General Conditions 00443641 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS Whenever used in these General Conditions or in the other Contract Documents, the term printed with initial capital letters or all capital letters, including the term's singular and plural forms, will have the meaning indicated in the definitions below or as defined in these General Conditions or other Contract Documents: 1.1 Addenda - Written or graphic instruments issued prior to the receipt of Proposals or the opening of Bids that clarify, correct or change the proposal or bidding requirements or the Contract Documents. 1.2 Agreement- Prescribed form, referenced as Section 00500. 1.3 Alternative Dispute Resolution - The process by which a disputed Claim may be settled if the OWNER and the CONTRACTOR cannot reach an agreement between themselves, as an alternative to litigation. 1.4 Bid - Proposal of bidder on prescribed forms setting forth prices for performing the Work described in the Contract Documents. 1.5 Bid Documents-The advertisement or invitation for bids, instructions to bidders, the bid form, the Contract Documents and Addenda. 1.6 Calendar Day-Any day of the week; no days being excepted. Work on Saturdays, Sundays, and/or Legal Holidays shall only be conducted with prior express written consent of the OWNER. 1.7 Change Directive -A written directive to the CONTRACTOR, signed by the OWNER, ordering a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Amount or Contract Time, or both. A Change Directive may be used in the absence of total agreement on the terms of a Change Order. A Change Directive does not change the Contract Amount or Contract Time, but is evidence that the parties expect that the change directed or documented by a Change Directive will be incorporated in a subsequently issued Change Order. 1.8 Change Orders - Written agreements entered into between the CONTRACTOR and the OWNER authorizing an addition, deletion, or revision to the Contract, issued on or after the Execution Date of the Agreement and within the Contract term. 1.9 Claim - A written demand seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. 1.10 Contract - The Contract represents the entire and integrated agreement between the OWNER and the CONTRACTOR for performance of the Work, as evidenced by the Contract Documents. 1.11 Contract Amount-The amount payable by the OWNER to the CONTRACTOR for completion of the Work in accordance with the Contract Documents. 1.12 Contract Documents - Includes the Invitation to Bid, Instructions to Bidders, Agreement, General Conditions, Supplemental General Conditions, Special Conditions, Specifications, Project Manual, Drawings, Addenda and Change Orders. 1.13 Contract Time-The number of days allowed for completion of the Work as defined by the Contract. When any period is referred to in days, it will be computed to exclude the first and include the last day of such period. A day of twenty-four(24) hours measured from midnight to the next midnight will constitute a day. 1.14 CONTRACTOR - The individual, firm, corporation, or other business entity with whom the OWNER has entered into the Contract. 00700 06-2025 Page 2 General Conditions 1.15 Drawings - Those portions of the Contract Documents which are graphic representations of the scope, extent and character of the Work to be furnished and performed by the CONTRACTOR and which have been approved by the OWNER. Drawings may include plans, elevations, sections, details, schedules and diagrams. Shop Drawings are not Drawings as so defined. 1.16 Engineer/Architect (E/A) - The OWNER's design professional identified as such in the Agreement. The titles of"Architect/Engineer," "Architect" and "Engineer" used in the Contract Documents shall be read the same as Engineer/Architect(E/A). Nothing contained in the Contract Documents shall create any contractual or agency relationship between E/A and the CONTRACTOR. 1.17 Equal -The terms "equal"or"approved equal" shall have the same meaning. 1.18 Execution Date- Date of last signature of the parties to the Agreement. 1.19 Field Order-A written order issued by Owner's Representative which orders minor changes in the Work and which does not involve a change in the Contract Amount or the Contract Time. 1.20 Final Acceptance - The stage in the Contract process when, in the OWNER's opinion, Final Completion of the Work has been attained and a Certificate of Acceptance approved by the OWNER is issued. 1.21 Final Completion -The stage in the progress of the Work when, in the OWNER's opinion, the entire Work has been completed, the CONTRACTOR's obligations under the Contract Documents have been fulfilled, and the OWNER is processing or has made final payment to the CONTRACTOR, as evidenced by a Certificate of Acceptance approved by the OWNER. 1.22 Inspector-The authorized representative of any regulatory agency that has jurisdiction over any portion of the Work. 1.23 Legal Holidays 1.23.1 The following are recognized by the OWNER: Holiday Date Observed New Year's Day January 1 Martin Luther King, Jr.'s Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Juneteenth June 19 Independence Day July 4 Labor Day First Monday in September Veteran's Day November 11 Thanksgiving Day Fourth Thursday in November Friday after Thanksgiving Friday after Thanksgiving Christmas Eve December 24 Christmas Day December 25 00700 06-2025 Page 3 General Conditions 1.23.2 If a Legal Holiday falls on Saturday, it will be observed on the preceding Friday. If a Legal Holiday falls on Sunday, it will be observed on the following Monday. 1.23.3 If Christmas Eve falls on a Saturday or a Sunday, the preceding Friday is observed as the Christmas Eve holiday. 1.23.4 If Christmas Day falls on a Saturday or a Sunday, the following Monday is observed as the Christmas Day holiday. 1.24 Milestones - A significant event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25 Notice to Proceed - A Written Notice given by the OWNER to the CONTRACTOR notifying the CONTRACTOR to commence the Work and which may also fix the date on which the Contract Times will commence to run and on which the CONTRACTOR shall start to perform the CONTRACTOR's obligations under the Contract Documents. 1.26 OWNER - The City of Round Rock, Texas, a municipal corporation, home-rule city and political subdivision organized and existing under the laws of the State of Texas,acting through the City Manager or his/her designee, officers, agents or employees to administer design and construction of the Project. 1.27 Owner's Representative-The designated representative of the OWNER. 1.28 Partial Occupancy or Use- Use by the OWNER of a partially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29 Project-The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part, as indicated elsewhere in the Contract Documents. 1.30 Project Manual - That portion of the Contract Documents which may include the following: introductory information; bidding requirements, Contract forms and General and Supplemental General Conditions; General Requirements; Specifications; Drawings; Project Safety Manual; and Addenda. 1.31 Proposal- Proposal of Offeror, on prescribed forms setting forth prices for performing the Work described in the Contract Documents. 1.32 Proposal Documents-The advertisement or invitation for Proposals, Instruction to Offerors, the Proposal form, the Contract Documents and Addenda. 1.33 Resident Project Representative-The authorized representative of E/A who may be assigned to the site or any part thereof. 1.34 Shop Drawings -All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for the CONTRACTOR and submitted by the CONTRACTOR as required by the Contract Documents. 1.35 Specifications -Those portions of the Contract Documents consisting of written technical descriptions as applied to the Work, which set forth to the CONTRACTOR, in detail, the requirements which must be met by all materials, equipment, construction systems, standards, workmanship, equipment and services in order to render a completed and useful project. 1.36 Substantial Completion - The stage in the progress of the Work when the Work, or designated portions thereof, may still require minor modifications or adjustments but, in the OWNER's opinion, the Work has progressed to the point such that all parts of the Work under consideration are fully operational and the beneficial use and occupancy of which can be assumed by the Owner, as evidenced by a Certificate of Substantial Completion approved by the OWNER. 00700 06-2025 Page 4 General Conditions 1.37 Subcontractor-An individual, firm, or corporation having a direct contract with the CONTRACTOR for the performance of a part of the Work. 1.38 Sub-subcontractor-A person or entity who has a direct or indirect contract with a Subcontractor or a Sub- subcontractor of any tier to perform a portion of the Work. 1.39 Superintendent - The representative of the CONTRACTOR authorized in writing to receive and fulfill instructions from Owner's Representative, and who shall supervise and direct construction of the Work. 1.40 Supplemental General Conditions - The part of the Contract Documents which either amends or supplements the General Conditions. All General Conditions which are not so amended or so supplemented shall be considered as remaining in full force and effect. 1.41 Supplier - An individual or entity having a direct contract with the CONTRACTOR or with any Subcontractor or Sub-subcontractor to furnish materials or equipment to be incorporated in the Work by the CONTRACTOR or any Subcontractor. 1.42 Time Extension Request-An approved request for time extension on a form acceptable to the OWNER. 1.43 Work-The entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents. 1.44 Working Day - Any day of the week, not including Saturdays, Sundays, or Legal Holidays, in which conditions not under the CONTRACTOR's control will permit work for at least seven (7) hours of the Working Times. Upon authorization by the Owner's Representative, work on Saturdays, Sundays and/or Legal Holidays may be allowed and, in that event, a Working Day will be counted for each such day. 1.45 Working Times - Times of day(s) during which work may be performed. Unless authorized by Owner's Representative, all Work shall be performed between 7:00 a.m. and 6:00 p.m. on weekdays and, if previously authorized as provided for in paragraph 1.44 or paragraph 1.6 herein, as applicable, between 9:00 a.m. and 6:00 p.m. on Saturdays, Sundays or Legal Holidays. When the CONTRACTOR has been authorized to perform Work during hours outside Working Times, such hours shall be considered time worked on Working Day contracts. Notwithstanding the preceding, emergency work may be done without prior permission only as provided in paragraph 6.11.5 herein. 1.46 Written Notice - Written communication between the OWNER and the CONTRACTOR. Written Notice shall be deemed to have been duly served if delivered in person to Owner's Representative or to the CONTRACTOR's duly authorized representative, or if such Written Notice is delivered to or sent by registered or certified mail to the attention of Owner's Representative or to the CONTRACTOR's duly authorized representative at the last business address known to the party giving notice. ARTICLE 2 -PRELIMINARY MATTERS 2.1 Delivery of Agreement, Bonds, Insurance, and Other Documentation: Within ten (10) Calendar Days after written notification of award of Contract, the CONTRACTOR shall deliver to the OWNER signed Agreement, Bond(s), Insurance Certificate(s)and other documentation required for execution of the Contract. 2.2 Copies of Documents: The OWNER shall furnish to the CONTRACTOR two (2) copies of the Contract Documents unless otherwise specified. 2.3 Commencement of Contract Times; Notice to Proceed: 00700 06-2025 Page 5 General Conditions The Contract Time(s) commence on the date indicated in the Agreement or in the Notice to Proceed. Notice to Proceed will be given at any time within sixty (60) Calendar Days after the Execution Date of the Agreement, unless extended by written agreement of the parties. 2.4 Before Starting Construction: 2.4.1 No Work shall be done at the site prior to the preconstruction conference without the OWNER's approval. Before undertaking each part of the Work, the CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. The CONTRACTOR shall promptly report in writing to Owner's Representative any conflict, error, ambiguity or discrepancy which the CONTRACTOR may discover and shall obtain a written interpretation or clarification from Owner's Representative before proceeding with any Work affected thereby. The CONTRACTOR shall be liable to the OWNER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents of which the CONTRACTOR knew or reasonably should have known. 2.4.2 The CONTRACTOR shall submit the following to Owner's Representative for review and approval no later than the preconstruction conference: .1 a preliminary progress schedule indicating the times (number of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents, identifying when all Subcontractors will be utilized, and taking into consideration any limitations on Working Hours; .2 a preliminary schedule of Shop Drawing and sample submittals; .3 a preliminary schedule of values for all of the Work, subdivided into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. The preliminary schedule of values submitted by the CONTRACTOR should include a reasonable estimation of value of each item included and shall not contain disproportionate values assigned to any item or items; .4 a letter designating CONTRACTOR's Superintendent; .5 a letter from the CONTRACTOR and Subcontractor(s) listing any salaried specialists; .6 if applicable, a letter designating the "Competent Person(s)" on general safety and trench safety measures; .7 if applicable, a trench safety system plan; .8 if applicable, a plan illustrating proposed locations of temporary facilities; .9 if applicable, a traffic control plan; .10 a completed Non-Use of Asbestos Affidavit(Prior to Construction); and .11 if applicable, a letter designating the Texas Registered Professional Land Surveyor for layout of the Work. 2.5 Preconstruction Conference: Prior to commencement of Work at the site, a preconstruction conference attended by the CONTRACTOR, Owner's Representative and others will be held. 00700 06-2025 Page 6 General Conditions 2.6 Initially Acceptable Schedules: Unless otherwise provided in the Contract Documents, the CONTRACTOR shall obtain approval of Owner's Representative on final versions of the schedules submitted in accordance with paragraph 2.4.2 before the first progress payment will be made to the CONTRACTOR. The progress schedule must provide for an orderly progression of the Work to completion within any specified Milestones and Contract Times. Acceptance of the schedule by Owner's Representative will neither impose on Owner's Representative responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve the CONTRACTOR from the CONTRACTOR's full responsibility therefor. The CONTRACTOR's schedule of Shop Drawings and sample submissions must provide an arrangement agreeable to the parties for reviewing and processing the required submittals. 2.7 Electronic Transmittals: 2.7.1 Except as otherwise stated elsewhere in the Contract Documents, the OWNER, E/A, and CONTRACTOR may transmit, and shall except, Project-related correspondence, texts, data, documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format, either directly, or through access to a secure Project website. 2.7.2 When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the items. ARTICLE 3 -CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 3.1 Intent: 3.1.1 The intent of the Contract Documents is to include all information necessary for the proper execution and completion of the Work by the CONTRACTOR.The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. In cases of disagreement, the following order of precedence shall govern (top item receiving priority of interpretation): Change Orders Modifications to the Contract Documents made after the Execution Date Signed Agreement Addenda to the Contract Documents Special Conditions Supplemental General Conditions General Conditions Other Bidding Requirements and Contract Forms Special Provisions to the Standard Technical Specifications Special Specifications Standard Technical Specifications Drawings (figured dimensions shall govern over scaled dimensions) Project Safety manual, if applicable 3.1.2 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 3.2 Reporting and Resolving Discrepancies: Prior to commencing the Work, the CONTRACTOR shall review the Contract Documents for the purpose of discovering any conflict, error, ambiguity or discrepancy in the Contract Documents. If, at any time, the CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provisions of any such law or regulation applicable to the performance of the 00700 06-2025 Page 7 General Conditions Work or of any such standard, specification, manual or code or instructions of any Supplier, the CONTRACTOR shall immediately report it to Owner's Representative in writing, and the CONTRACTOR shall not proceed with the Work affected thereby until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.3.1 or paragraph 3.3.2. The CONTRACTOR shall be liable to the OWNER for failure to report any such conflict, error, ambiguity or discrepancy of which the CONTRACTOR knew or reasonably should have known. 3.3 Amending and Supplementing Contract Documents: 3.3.1 The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: .1 Change Order. .2 Change Directive. 3.3.2 In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: .1 Field Order. .2 Review of a Shop Drawing or sample. .3 Written interpretation or clarification. 3.4 Reuse of Documents Prohibited: The CONTRACTOR and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with the OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of E/A or E/A's consultants, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of the OWNER and E/A. ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 Availability of Lands: The OWNER shall furnish, as indicated in the Contract Documents, all required rights to use the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for the use of the CONTRACTOR. The OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which the CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the OWNER, unless otherwise provided in the Contract Documents. If the OWNER fails to furnish these lands, rights-of-way or easements in a timely manner, the CONTRACTOR may make a Claim for adjustments in the Contract Times. The CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Subsurface and Physical Conditions: 4.2.1 The CONTRACTOR hereby covenants that it has examined the site of the proposed Work and is familiar with all of the conditions surrounding construction of the Project, having conducted all inquiries, tests and investigations deemed necessary and proper. Unless the CONTRACTOR, prior to the execution of the Agreement, has notified the OWNER in writing of any condition of the site of the proposed Work that would adversely impact the performance of the Work by the CONTRACTOR, CONTRACTOR covenants that there are no conditions at the site of the proposed work which would adversely impact the performance of Work by the CONTRACTOR. 00700 06-2025 Page 8 General Conditions 4.2.2 If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or(2) unknown physical conditions of an unusual nature, that differ materially from those normally encountered in the type of work being performed under this Contract, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than seven (7) calendar days after first observance of the conditions. Owner's Representative will promptly investigate such conditions with E/A and, if they differ materially and cause an increase or decrease in the CONTRACTOR's cost of, or time required for, performance of any part of the Work, OWNER will consider an equitable adjustment in the Contract Amount or Contract Time, or both. If Owner's Representative determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the CONTRACTOR shall be notified in writing, stating the reasons. Any disputes arising from Owner's Representative's determination shall be resolved in accordance with Article 16. 4.2.3 Notwithstanding any other provision of this Contract, the CONTRACTOR shall be solely responsible for the location and protection of any and all public lines and utility customer service lines in the Work area. For the purposes of this section, "public lines" means the utility distribution and supply system within public rights-of-way or easements, and "utility customer service lines" (service) means any utility line connecting a utility customer to the utility distribution system. Generally, existing service connections within right-of-way or easements are not shown on the Drawings. The CONTRACTOR shall notify the OWNER and "One Call" and exercise due care to locate and to mark, uncover or otherwise protect all such lines in the construction zone and any of the CONTRACTOR's work or storage areas. The CONTRACTOR's obligation hereunder shall be primary and nondelegable. The CONTRACTOR shall indemnify or reimburse the OWNER for such expenses or costs (including fines that may be levied against the OWNER)that may result from unauthorized or accidental damage to all public lines and utility customer service lines in the Work area. The OWNER reserves the right to repair such damage the CONTRACTOR may cause, at the CONTRACTOR's expense. 4.2.4 The CONTRACTOR shall take reasonable precaution to avoid disturbing primitive records and antiquities of archaeological, paleontological or historical significance. No objects of this nature shall be disturbed without written permission of the OWNER and the Texas Department of Antiquities Protection. When such objects are uncovered unexpectedly, the CONTRACTOR shall stop all Work in close proximity and notify Owner's Representative and the Texas Department of Antiquities Protection of their presence and shall not disturb them until written permission and permit to do so is granted. All primitive rights and antiquities uncovered on the OWNER's property shall remain property of the State of Texas, the Texas Department of Antiquities Protection conforming to the Texas Natural Resources Code. If it is determined by the OWNER, in consultation with the Texas Department of Antiquities Protection, that exploration or excavation of primitive records or antiquities on Project site is necessary to avoid loss, the CONTRACTOR shall cooperate in salvage work attendant to preservation. If the Work stoppage or salvage work causes an increase in the CONTRACTOR's cost of, or time required for, performance of the Work, the Contract Amount and/or Contract Time may be equitably adjusted. 4.3 Reference Points: Unless otherwise specified, the OWNER will furnish all reference points, benchmarks, survey monuments, and control points which, in the OWNER's opinion, are suitable for laying out the Work. Such benchmarks and reference points will be placed at intervals not to exceed 1,500 feet. All reference points, benchmarks, survey monuments and control points shall be carefully preserved by the CONTRACTOR by use of flags, laths or other appropriate measures and, in case of destruction or removal by the CONTRACTOR or its employees, such reference points, benchmarks, survey monuments, and control points shall be replaced by a Registered Professional Land Surveyor at the CONTRACTOR's expense. When reference points, benchmarks, survey monuments, or control points are in conflict with the Work, then reestablishment will be the OWNER's responsibility during or upon completion of the Work. 4.4 Hazardous Materials: 4.4.1 The OWNER shall be responsible for any hazardous material uncovered or revealed at the site which was not shown, indicated or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. 00700 06-2025 Page 9 General Conditions The CONTRACTOR shall immediately notify Owner's Representative of any suspected hazardous materials encountered before or during performance of the Work and shall take all necessary precautions to avoid further disturbance of the materials. 4.4.2 The CONTRACTOR shall be responsible for any hazardous materials brought to the site by the CONTRACTOR, Subcontractor, Suppliers or anyone else for whom the CONTRACTOR is responsible. 4.4.3 No asbestos-containing materials shall be incorporated into the Work or brought on the Project site without prior approval of the OWNER. 4.4.4 TO THE FULLEST EXTENT PERMITTED BY LAWS AND REGULATIONS, CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS OWNER,AND ITS COUNCIL MEMBERS, EMPLOYEES,AGENTS,AND CONSULTANTS FROM AND AGAINST ALL CLAIMS, COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS) ARISING OUT OF OR RELATING TO FAILURE TO CONTROL, CONTAIN OR REMOVE A HAZARDOUS MATERIAL BROUGHT TO THE SITE BY CONTRACTOR OR BY ANYONE FOR WHOM CONTRACTOR IS RESPONSIBLE, OR TO A HAZARDOUS ENVIRONMENTAL CONDITION CREATED BY CONTRACTOR OR BY ANYONE FOR WHOM CONTRACTOR IS RESPONSIBLE. ARTICLE 5 - BONDS AND INSURANCE 5.1 Surety and Insurance Companies: All bonds and insurance required by the Contract Documents shall be obtained from solvent surety or insurance companies that are duly licensed by the State of Texas and authorized to issue bonds or insurance policies for the limits and coverages required by the Contract Documents. The bonds shall be in a form acceptable to the OWNER and shall be issued by a surety which complies with the requirements of Chapter 3503, Texas Insurance Code (2005) and which is otherwise acceptable to the OWNER. OWNER may require the surety to obtain reinsurance for any portion of the risk that exceeds 10% of the surety's capital and surplus. For bonds exceeding $100,000, the surety must also hold a certificate of authority from the U.S. Secretary of the Treasury or have obtained reinsurance from a reinsurer that is authorized as a reinsurer in Texas and holds a certificate of authority from the U.S. Secretary of the Treasury. 5.2 Workers' Compensation Insurance Coverage: 5.2.1 Definitions: .1 Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on the Project, for the duration of the Project. .2 Duration of the Project - includes the time from the beginning of the Work on the Project until the CONTRACTOR's/person's Work on the Project has been completed and accepted by the OWNER. .3 Persons providing services on the Project ("subcontractor" herein) - includes all persons or entities performing all or part of the services the CONTRACTOR has undertaken to perform on the Project, regardless of whether that person contracted directly with the CONTRACTOR and regardless of whether that person has employees. This includes, by way of illustration and not of limitation, independent contractors, Subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 00700 06-2025 Page 10 General Conditions 5.2.2 The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the CONTRACTOR providing services on the Project, for the duration of the Project. 5.2.3 The OWNER will not execute the Contract prior to the CONTRACTOR providing all required certificates of coverage. 5.2.4 If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the Project, the CONTRACTOR must, prior to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. 5.2.5 The CONTRACTOR shall obtain from each person providing services on the Project, and provide to the OWNER: .1 a certificate of coverage, prior to that person beginning Work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and .2 no later than seven (7) days after receipt by the CONTRACTOR, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. 5.2.6 The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one (1) year thereafter. 5.2.7 The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery within ten (10)days after the CONTRACTOR knew or should have known of any change that materially affects the provision of coverage of any person providing services on the Project. 5.2.8 The CONTRACTOR shall post at its office or on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 5.2.9 The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a Project to: .1 provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the Project, for the duration of the Project; .2 provide to the CONTRACTOR, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project; .3 provide the CONTRACTOR, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; .4 obtain from each other person with whom it contracts, and provide to the CONTRACTOR: a) a certificate of coverage, prior to the other person beginning Work on the Project; and b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 00700 06-2025 Page 11 General Conditions .5 retain all required certificates of coverage on file for the duration of the Project and for one (1) year thereafter; .6 notify the OWNER in writing by certified mail or personal delivery within ten (10) days after the person knew or should have known of any change that materially affects the provision of coverage of any person providing services on the Project; and .7 contractually require each person with whom it contracts, to perform as required by paragraphs 5.2.9.1 - 5.2.9.7, with the certificates of coverage to be provided to the person for whom they are providing services. 5.2.10 By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers'compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. 5.2.11 The CONTRACTOR's failure to comply with any of these provisions is a breach of Contract by the CONTRACTOR which entitles the OWNER to declare the Contract void if the CONTRACTOR does not remedy the breach within ten (10) days after receipt of notice of breach from the OWNER. 5.3 Contractor Insurance Requirements: For specific bond requirements and additional insurance requirements, refer to the Supplemental General Conditions. 5.3.1.1 General Requirements: .1 CONTRACTOR shall carry insurance in the types and amounts indicated below for the duration of the Contract, which shall include items owned by OWNER in the care, custody and control of CONTRACTOR prior to and during construction and warranty period. .2 CONTRACTOR must complete and forward the required Certificates of Insurance to OWNER before the Contract is executed as verification of coverage required below. CONTRACTOR shall not commence Work until the required insurance is obtained and until such insurance has been reviewed by OWNER. Approval of insurance by OWNER shall not relieve or decrease the liability of CONTRACTOR hereunder and shall not be construed to be a limitation of liability on the part of CONTRACTOR. CONTRACTOR must also complete and forward the required Certificates of Insurance to OWNER whenever a previously identified policy period has expired as verification of continuing coverage. .3 CONTRACTOR's insurance coverage is to be written by companies licensed to do business in the State of Texas at the time the policies are issued and shall be written by companies with A.M. Best ratings of B+VII or better, except for hazardous material insurance which shall be written by companies with A.M. Best ratings of A-or better. .4 All endorsements naming the OWNER as additional insured,waivers, and notices of cancellation endorsements as well as the Certificate of Insurance shall indicate: City of Round Rock, 221 E. Main St., Round Rock, Texas 78664. .5 The "other" insurance clause shall not apply to the OWNER where the OWNER is an additional insured shown on any policy. It is intended that policies required in the Contract, covering both OWNER and CONTRACTOR, shall be considered primary coverage as applicable. 00700 06-2025 Page 12 General Conditions .6 If insurance policies are not written for amounts specified below, CONTRACTOR shall carry Umbrella or Excess Liability Insurance for any differences in amounts specified. If Excess Liability Insurance is provided, it shall follow the form of the primary coverage. .7 OWNER shall be entitled, upon request and without expense, to receive certified copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modification of particular policy terms, conditions, limitations, or exclusions except where policy provisions are established by law or regulations binding upon either of the parties hereto or the underwriter on any such policies. .8 OWNER reserves the right to review the insurance requirements set forth during the effective period of this Contract and to make reasonable adjustments to insurance coverage, limits, and exclusions when deemed necessary and prudent by OWNER based upon changes in statutory law, court decisions, the claims history of the industry or financial condition of the insurance company as well as CONTRACTOR. .9 CONTRACTOR shall not cause any insurance to be canceled nor permit any insurance to lapse during the term of the Contract or as required in the Contract. .10 CONTRACTOR shall be responsible for premiums, deductibles and self-insured retentions, if any, stated in policies. All deductibles or self-insured retentions shall be disclosed on the Certificate of Insurance. .11 CONTRACTOR shall provide OWNER thirty (30) days written notice of erosion of the aggregate limits below occurrence limits for all applicable coverages indicted within the Contract. .12 If OWNER-owned property is being transported or stored off-site by CONTRACTOR, then the appropriate property policy will be endorsed for transit and storage in an amount sufficient to protect OWNER's property. .13 The insurance coverages required under this contract are required minimums and are not intended to limit the responsibility or liability of CONTRACTOR. 5.3.1.2 Business Automobile Liability Insurance. Provide coverage for all owned, non-owned and hired vehicles. The policy shall contain the following endorsements in favor of OWNER: a) Waiver of Subrogation endorsement TE 2046A; b) 30 day Notice of Cancellation endorsement TE 0202A; and c) Additional Insured endorsement TE 9901 B. Provide coverage in the following types and amounts: .1 A minimum combined single limit of $500,000 per occurrence for bodily injury and property damage. Alternate acceptable limits are$250,000 bodily injury per person, $500,000 bodily injury per occurrence and at least$100,000 property damage liability each accident. 5.3.1.3 Workers' Compensation and Employers' Liability Insurance: Coverage shall be consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Section 401). CONTRACTOR shall assure compliance with this Statute by submitting two (2) copies of a standard certificate of coverage (e.g. ACCORD form) to Owner's Representative for every person providing services on the Project as acceptable proof of coverage. The required Certificate of Insurance must be presented as evidence of coverage for CONTRACTOR. Workers' Compensation Insurance 00700 06-2025 Page 13 General Conditions coverage written by the Texas Workers Compensation Fund is acceptable to OWNER. CONTRACTOR's policy shall apply to the State of Texas and include these endorsements in favor of OWNER: a) Waiver of Subrogation, form WC 420304; and b) 30 day Notice of Cancellation, form WC 420601. The minimum policy limits for Employers' Liability Insurance coverage shall be as follows: .1 $100,000 bodily injury per accident, $500,000 bodily injury by disease policy limit and $100,000 bodily injury by disease each employee. 5.3.1.4 Commercial General Liability Insurance. The Policy shall contain the following provisions: a) Blanket contractual liability coverage for liability assumed under the Contract and all contracts relative to this Project. b) Completed Operations/Products Liability for the duration of the warranty period. c) Explosion, Collapse and Underground (X, C & U) coverage. d) Independent Contractors coverage. e) Aggregate limits of insurance per project, endorsement CG 2503. f) OWNER listed as an additional insured, endorsement CG 2010. g) 30 day notice of cancellation in favor of OWNER, endorsement CG 0205. h) Waiver of Transfer of Recovery Against Others in favor of OWNER, endorsement CG 2404. Provide coverages A&B with minimum limits as follows: .1 A combined bodily injury and property damage limit of$500,000 per occurrence. 5.3.1.5 Builders' Risk Insurance. CONTRACTOR shall maintain Builders' Risk Insurance or Installation Insurance on an all risk physical loss form in the Contract Amount. Coverage shall continue until the Work is accepted by OWNER. OWNER shall be a loss payee on the policy. If off site storage is permitted, coverage shall include transit and storage in an amount sufficient to protect property being transported or stored. 5.4 Bonds: 5.4.1 General. .1 Bonds, when required, shall be executed on forms furnished by or acceptable to OWNER. All bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. .2 If the surety on any bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of the preceding paragraph, CONTRACTOR shall within ten (10) days thereafter substitute another bond and surety, both of which must be acceptable to OWNER. 00700 06-2025 Page 14 General Conditions .3 When Performance Bonds and/or Payment Bonds are required, each shall be issued in an amount of one hundred percent (100%) of the Contract Amount as security for the faithful performance and/or payment of all CONTRACTOR's obligations under the Contract Documents. Performance Bonds and Payment Bonds shall be issued by a solvent surety company authorized to do business in the State of Texas, and shall meet any other requirements established by law or by OWNER pursuant to applicable law. Any surety duly authorized to do business in Texas may write Performance and Payment Bonds on a project without reinsurance to the limit of 10 percent of its capital and surplus. Such a surety must reinsure any obligations over 10 percent. .4 If CONTRACTOR has failed to obtain or maintain a required bond, OWNER may exclude the CONTRACTOR from the site of the Project and exercise OWNER's suspension and/or termination rights under the Contract Documents. 5.4.2 Performance Bond. .1 If the Contract Amount exceeds $100,000, CONTRACTOR shall furnish OWNER with a Performance Bond in the form set out by OWNER. .2 If the Contract Amount exceeds $25,000 but is less than or equal to $100,000, CONTRACTOR shall furnish OWNER with a Performance Bond in the form set out by OWNER, unless the original Contract Time is 60 Calendar Days/40 Working Days or less, in which case CONTRACTOR can agree to the following terms and conditions for payment in lieu of providing a Performance Bond: no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER; CONTRACTOR shall be entitled to receive 95% of the Contract Amount following Final Completion, and the remaining 5%of the Contract Amount following the one year warranty period. .3 If the Contract Amount is less than or equal to $25,000, CONTRACTOR will not be required to furnish a Performance Bond; provided that no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER under the following terms and conditions: CONTRACTOR shall be entitled to receive 95% of the Contract Amount following Final Completion, and the remaining 5%of the Contract Amount following the one year warranty period. .4 If a Performance Bond is required to be furnished, it shall extend for the one year warranty period. 5.4.3 Payment Bond. .1 If the Contract Amount exceeds $50,000, CONTRACTOR shall furnish OWNER with a Payment Bond in the form set out by OWNER. .2 If the Contract Amount is less than or equal to $50,000, CONTRACTOR will not be required to furnish a Payment Bond; provided that no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER under the terms and conditions specified in paragraph 5.4.2.3. ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES 6.1 Supervision and Superintendence: 6.1.1 The CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Unless otherwise directed by the OWNER in the Contract Documents, the CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 00700 06-2025 Page 15 General Conditions 6.1.2 The CONTRACTOR shall have an English-speaking, competent Superintendent on the Work at all times that work is in progress. Upon request of Owner's Representative, the CONTRACTOR shall present the resume of the proposed Superintendent to Owner's Representative showing evidence of experience and successful superintendence and direction of work of a similar scale and complexity. If, in the opinion of Owner's Representative, the proposed Superintendent does not indicate sufficient experience in line with the Work, he/she will not be allowed to be the designated Superintendent for the Work. The Superintendent shall not be replaced without Written Notice to Owner's Representative. If the CONTRACTOR deems it necessary to replace the Superintendent, the CONTRACTOR shall provide the necessary information for approval, as stated above, on the proposed new Superintendent. A qualified substitute Superintendent may be designated in the event that the designated Superintendent is temporarily away from the Work, but not to exceed a time limit acceptable to Owner's Representative. The CONTRACTOR shall replace the Superintendent upon the OWNER's request in the event the Superintendent is unable to perform to the OWNER's satisfaction. The Superintendent will be the CONTRACTOR's representative on the Work and shall have the authority to act on behalf of the CONTRACTOR. All communications given to the Superintendent shall be as binding as if given to the CONTRACTOR. Either the CONTRACTOR or the Superintendent shall provide an emergency and home telephone number at which one or the other may be reached if necessary when work is not in progress. 6.2 Labor, Materials and Equipment: 6.2.1 The CONTRACTOR agrees to employ only orderly and competent workers, skillful in performance of the type of Work required under this Contract. The CONTRACTOR, Subcontractors, Sub-subcontractors, and their employees may not use or possess any firearms, alcoholic or other intoxicating beverages, illegal drugs or controlled substances while on the job or on the OWNER's property, nor may such workers be intoxicated, or under the influence of alcohol or drugs, on the job. If the OWNER or Owner's Representative notifies the CONTRACTOR that any worker is incompetent, disorderly or disobedient, has knowingly or repeatedly violated safety regulations, has possessed any firearms, or has possessed or was under the influence of alcohol or drugs on the job, the CONTRACTOR shall immediately remove such worker from performing Contract Work, and may not employ such worker again on Contract Work without the OWNER's prior written consent. The CONTRACTOR shall at all times maintain good discipline and order on or off the site in all matters pertaining to the Project. The CONTRACTOR shall pay workers no less than the wage rates established in Section 00900, and maintain weekly payroll reports as evidence thereof. 6.2.2 Unless otherwise specified, the CONTRACTOR shall provide and pay for all materials, equipment, labor, transportation, construction equipment and machinery,tools,appliances,fuel, power, light, heat, telephone,water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, re-testing of defective work, start-up and completion of the Work. 6.2.3 All materials and equipment shall be of good quality and new (including new products made of recycled materials), except as otherwise provided in the Contract Documents. If required by Owner's Representative, the CONTRACTOR shall furnish satisfactory evidence (reports of required tests, manufacturer's certificates of compliance with material requirements, mill reports, etc.) as to the kind, quantity and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. 6.2.4 Substitutes and "Approved Equal" Items: 6.2.4.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains words reading that no like, equivalent or "approved equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to Owner's Representative under the following circumstances: .1 "Approved Equal": If, in the OWNER's sole discretion, an item of material or an item of equipment proposed by the CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by the OWNER as an "approved equal" item, in which case review of the proposed item may, in the OWNER's sole discretion, be 00700 06-2025 Page 16 General Conditions accomplished without compliance with some or all of the requirements for evaluation of proposed substitute items. The CONTRACTOR shall provide the OWNER with the documentation required for the OWNER to make its determination. .2 Substitute Items: If, in the OWNER's sole discretion, an item of material or an item of equipment proposed by the CONTRACTOR does not qualify as an "approved equal" item under paragraph 6.2.4.1.1, then it will be considered a proposed substitute item. The CONTRACTOR shall submit sufficient information to allow the OWNER to determine that the item of material or item of equipment proposed is essentially equivalent to that named and a substitute therefor. 6.2.4.2 Substitute Construction Methods and Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, the CONTRACTOR may with prior approval of the OWNER furnish or utilize a substitute means, method, technique, sequence, or procedure of construction. The CONTRACTOR shall submit sufficient information to Owner's Representative to allow the OWNER, in the OWNER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. 6.2.4.3 OWNER's Evaluation: The OWNER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraph 6.2.4.1.1 and paragraph 6.2.4.1.2. The OWNER will be the sole judge of acceptability. No "approved equal" or substitute shall be ordered, installed, or utilized until the OWNER's review is complete, which will be evidenced by either a Change Order or completion of the Shop Drawing review procedure. The OWNER may require the CONTRACTOR to furnish at the CONTRACTOR's expense a special performance guarantee or other surety bond with respect to any"approved equal"or substitute. The OWNER shall not be responsible for any delay due to review time for any "approved equal" or substitute. 6.2.4.4 CONTRACTOR's Expense: All data to be provided by the CONTRACTOR in support of any proposed "approved equal" or substitute item will be at the CONTRACTOR's expense. 6.2.5 The CONTRACTOR agrees to assign to the OWNER any rights it may have to bring antitrust suits against its Suppliers for overcharges on materials incorporated in the Project growing out of illegal price fixing agreements. The CONTRACTOR further agrees to cooperate with the OWNER should the OWNER wish to prosecute suits against Suppliers for illegal price fixing. 6.3 Progress Schedule: Unless otherwise directed, the CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.6 as it may be adjusted from time to time as provided below: .1 The CONTRACTOR shall submit to Owner's Representative for acceptance proposed adjustments in the progress schedule that will not change the Contract Times or Milestones. Such adjustments will conform generally to the progress schedule then in effect. .2 Proposed adjustments in the progress schedule that will change the Contract Times or Milestones shall be submitted in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or Time Extension Request in accordance with Article 12. 6.4 Concerning Subcontractors, Suppliers and Others: 6.4.1 Assignment: The CONTRACTOR agrees to retain direct control of and give direct attention to the fulfillment of this Contract. The CONTRACTOR agrees not to, by Power of Attorney or otherwise, assign said Contract without the prior written consent of the OWNER. 6.4.2 Award of Subcontracts for Portions of the Work: The CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization, whether initially or as a substitute, against whom the OWNER may have reasonable objection. The CONTRACTOR must provide the OWNER with a list of all Subcontractors, Suppliers, or other persons or organizations it will use in the Work, and such list must be provided prior to the preconstruction conference. Should the OWNER have objections, the OWNER will communicate such objections by Written 00700 06-2025 Page 17 General Conditions Notice. If the OWNER requires a change without good cause of any Subcontractor, person or organization previously accepted by OWNER, the Contract Amount may be increased or decreased by the difference in the cost occasioned by any such change, and an appropriate Change Order shall be issued. The CONTRACTOR shall not substitute any Subcontractor, person or organization that has been accepted by the OWNER, unless the substitute has been accepted in writing by the OWNER. No acceptance by the OWNER of any Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of the OWNER to reject defective Work. 6.4.3 The CONTRACTOR shall enter into written agreements with all Subcontractors and Suppliers which specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents for the benefit of the OWNER and E/A. The OWNER reserves the right to specify that certain requirements shall be adhered to by all Subcontractors and Sub-subcontractors as indicated in other portions of the Contract Documents and these requirements shall be made a portion of the agreement between the CONTRACTOR and Subcontractor or Supplier. 6.4.4 The CONTRACTOR shall be fully responsible to the OWNER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with the CONTRACTOR just as the CONTRACTOR is responsible for the CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between the OWNER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of the OWNER or E/A to pay or to see to the payment of any amounts due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by laws and regulations. 6.4.5 The CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with the CONTRACTOR. The CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with Owner's Representative through the CONTRACTOR. 6.4.6 The divisions and sections of the Specifications and the identifications of any Drawings shall not control the CONTRACTOR in dividing or delineating the Work to be performed by any specific trade. 6.4.7 The CONTRACTOR shall pay each Subcontractor and Supplier their appropriate share of payments made to the CONTRACTOR not later than ten (10) Days after the CONTRACTOR's receipt of payment from the OWNER. 6.5 Patent Fees and Royalties: 6.5.1 The CONTRACTOR shall be responsible at all times for compliance with applicable patents or copyrights encompassing, in whole or in part, any design, device, material, or process utilized, directly or indirectly, in the performance of the Work or the formulation or presentation of its Bid. 6.5.2 The CONTRACTOR shall pay all royalties and license fees and shall provide, prior to commencement of Work hereunder and at all times during the performance of same, for lawful use of any design, device, material or process covered by letters, patent or copyright by suitable legal agreement with the patentee, copyright holder, or their duly authorized representative whether or not a particular design, device, material, or process is specified by the OWNER. 6.5.3 The CONTRACTOR shall defend all suits or claims for infringement of any patent or copyright and shall indemnify and save the OWNER harmless from any and all claims, costs, losses, expenses and damages (including but not limited to attorney's fees and consultant fees), direct or indirect, arising with respect to the CONTRACTOR's process in the formulation of its bid or the performance of the Work or otherwise arising in connection therewith. The OWNER reserves the right to provide its own defense,with counsel of its own choosing, to any suit or claim of infringement of any patent or copyright in which event the CONTRACTOR shall indemnify and save harmless the OWNER from all costs and expenses of such defense as well as satisfaction of all judgments entered against the OWNER. 00700 06-2025 Page 18 General Conditions 6.5.4 The OWNER shall have the right to stop the Work and/or terminate this Agreement at any time in the event the CONTRACTOR fails to disclose to the OWNER that the CONTRACTOR's work methodology includes the use of any infringing design, device, material or process. 6.6 Permits, Fees: Unless otherwise provided in the Supplemental General Conditions, the CONTRACTOR shall obtain and pay for all construction permits, licenses and fees required for prosecution of the Work. OWNER will obtain and pay for the following permits, licenses and/or fees, if required: .1 Site Development Permit. .2 Building Permit(s). .3 Texas Department of Transportation permit for work in State rights-of-way. .4 Railroad Utility License Agreement. 6.7 Laws and Regulations: 6.7.1 The CONTRACTOR shall give all notices and comply with all laws and regulations applicable to furnishing and performing the Work. Except where otherwise expressly required by applicable laws and regulations, neither the OWNER nor E/A shall be responsible for monitoring the CONTRACTOR's compliance with any laws and regulations. 6.7.2 The CONTRACTOR shall plan and execute its operations in compliance with all applicable Federal, State and local laws and regulations, including those concerning control and abatement of water pollution and prevention and control of air pollution. 6.7.3 If the CONTRACTOR performs any Work that it is contrary to laws or regulations, then the CONTRACTOR shall bear and shall indemnify, defend and hold OWNER harmless from all claims, costs, losses and damages arising therefrom; however, it shall not be the CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with laws and regulations, but this does not relieve the CONTRACTOR of the CONTRACTOR's obligations under Article 3. 6.8 Taxes: 6.8.1 The CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by the CONTRACTOR in accordance with the laws and regulations of the State of Texas. 6.8.2 The OWNER is an exempt organization as defined by Chapter 11 of the Property Tax Code of Texas and is thereby exempt from payment of Sales Tax under Chapter 151, Limited Use Sales, Excise and Use Tax, Texas Tax Code, and Chapter 321, Texas Tax Code. 6.9 Use of Premises: 6.9.1 The CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by laws and regulations, rights-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. The CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, the CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by dispute resolution proceeding or at law. The CONTRACTOR shall indemnify, defend and hold harmless the OWNER, E/A, E/A's consultants 00700 06-2025 Page 19 General Conditions and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages (including court costs and reasonable attorneys' fees) arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against the OWNER, E/A or any other party indemnified hereunder to the extent caused by or based upon performance of the Work or failure to perform the Work. 6.9.2 During the progress of the Work and on a daily basis, the CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, the CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. The CONTRACTOR shall leave the site clean and ready for occupancy by the OWNER at Substantial Completion of the Work. The CONTRACTOR shall, at a minimum, restore to original condition all property not designated for alteration by the Contact Documents. 6.9.3 The CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.10 Record Documents: The CONTRACTOR shall maintain in a safe place at the site, or other location acceptable to the OWNER, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.5) in good order and annotated to show all changes made during construction. These record documents, together with all final samples and all final Shop Drawings, will be available to the OWNER and E/A for reference during performance of the Work. Upon Substantial Completion of the Work, these record documents, samples and Shop Drawings showing the final "as built" construction of the Project shall be promptly delivered to Owner's Representative. 6.11 Safety and Protection: 6.11.1 The CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Upon request, and prior to installation of measures, the CONTRACTOR shall submit a site security and safety plan for approval by the OWNER. By reviewing the plan or making recommendations or comments, the OWNER will not assume liability nor will the CONTRACTOR be relieved of liability for damage, injury or loss. The CONTRACTOR shall take all necessary precautions for the safety of and shall provide the necessary protection to prevent damage, injury or loss to: .1 all persons on the Work site or who may be affected by the Work; .2 all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and .3 other property at the site or adjacent thereto, including but not limited to, trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. 6.11.2 The CONTRACTOR shall comply with all applicable laws and regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The CONTRACTOR shall notify owners of adjacent property and of underground facilities, and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property.All damage, injury or loss to any property referred to in paragraph 6.11.1.2 and paragraph 6.11.1.3 caused,directly or indirectly, in whole or in part, by the CONTRACTOR, Subcontractor, Supplier or any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be responsible, shall be remedied by the CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of the OWNER, or E/A, or E/A's consultant or anyone employed by any of them or anyone for whose acts any of them may be responsible, and not attributable, directly or indirectly, in whole or in part, to the faults or negligence of the CONTRACTOR or any Subcontractor, Supplier 00700 06-2025 Page 20 General Conditions or other person or organization directly or indirectly employed by any of them). The CONTRACTOR's duties and responsibilities for safety and protection of the Work shall continue until such time as all the Work is completed and Owner's Representative has issued a notice to the OWNER and the CONTRACTOR in accordance with Article 14 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.11.3 Safety Representative: The CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Upon request of the OWNER, the CONTRACTOR shall provide certifications or other documentation of the safety representative's qualifications. At a minimum, the safety representative shall have received the OSHA thirty (30) hour training and a certificate evidencing that the safety representative has received such training within the last five(5)years shall be provided to the OWNER's representative. 6.11.4 Hazard Communication Programs: The CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with laws and regulations. 6.11.5 Emergencies: 6.11.5.1 In emergencies affecting the safety or protection of persons or the Work at the site or adjacent thereto, the CONTRACTOR, without special instruction or authorization from the OWNER or E/A, is obligated to act reasonably to prevent threatened damage, injury or loss and to mitigate damage or loss to the Work. The CONTRACTOR shall give Owner's Representative prompt written notice if the CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If Owner's Representative determines that a change in the Contract Documents is required because of the action taken by the CONTRACTOR in response to such an emergency, a Change Directive or Change Order will be issued to document the consequences of such action; otherwise the OWNER will not be responsible for the CONTRACTOR's emergency action. 6.11.5.2 Authorized agents of the CONTRACTOR shall respond immediately to call-out at any time of any day or night when circumstances warrant the presence on Project site of the CONTRACTOR or its agent to protect the Work or adjacent property from damage, restriction or limitation or to take such action or measures pertaining to the Work as may be necessary to provide for the safety of the public. Should the CONTRACTOR and/or its agent fail to respond and take action to alleviate such an emergency situation, the OWNER may direct other forces to take action as necessary to remedy the emergency condition, and the OWNER will deduct any cost of such remedial action from the funds due to the CONTRACTOR under this Contract. 6.11.5.3 In the event there is an accident involving injury to any individual on or near the Work, the CONTRACTOR shall notify Owner's Representative within twenty-four (24) hours of the event and shall be responsible for recording the location of the event and the circumstances surrounding the event through photographs, interviewing witnesses, obtaining medical reports and other documentation that describes the event. Copies of such documentation shall be provided to Owner's Representative, for the OWNER's and E/A's records, within forty-eight(48) hours of the event. 6.12 Continuing the Work: The CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with the OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the OWNER and the CONTRACTOR may agree in writing. 6.13 CONTRACTOR's General Warranty and Guarantee: 6.13.1 The CONTRACTOR warrants and guarantees to the OWNER that all Work will be performed in a good and workmanlike manner in accordance with the Contract Documents and will not be defective. The CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 00700 06-2025 Page 21 General Conditions .1 abuse, modification or improper maintenance or operation by persons other than the CONTRACTOR, Subcontractors or Suppliers; or .2 normal wear and tear under normal usage. 6.13.2 The CONTRACTOR's obligation to perform and complete the Work in a good and workmanlike manner in accordance with the Contract Documents shall be absolute. None of the following will constitute acceptance of Work not in accordance with the Contract Documents or a release of the CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: .1 observations by Owner's Representative and/or E/A; .2 recommendation of any progress or final payment by Owner's Representative; .3 the issuance of a certificate of Substantial Completion or any payment by the OWNER to the CONTRACTOR under the Contract Documents; .4 use or occupancy of the Work or any part thereof by the OWNER; .5 any acceptance by the OWNER or any failure to do so; .6 any review of a Shop Drawing or sample submittal; .7 any inspection, test or approval by others; or .8 any correction of defective Work by the OWNER. .9 the failure of the OWNER, E/A or any other person or entity acting on behalf of the OWNER or E/A to observe, detect or discover any defect in the Work or any non-conformance of the Work with any requirement of the Contract Documents. CONTRACTOR hereby waives any claim or defense to any claim by the OWNER that any failure by the OWNER, E/A, or any other person or entity acting on behalf of the OWNER or E/A to observe, detect or discover any defect in the Work relieves or releases, in whole or in part, CONTRACTOR from any obligations or responsibility for the correction of such defects or any other obligation of CONTRACTOR under the Contract Documents. 6.14 Indemnification: 6.14.1 TO THE FULLEST EXTENT PERMITTED BY LAW, AND IN ADDITION TO ANY OTHER OBLIGATIONS OF CONTRACTOR UNDER THE CONTRACT OR OTHERWISE, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS OWNER, ITS COUNCIL MEMBERS, EMPLOYEES,AGENTS, AND CONSULTANTS INCLUDING, BUT NOT LIMITED TO THE E/A (THE "INDEMNIFIED PARTIES" OR INDEMNIFIED PARTY", FROM AND AGAINST ALL CLAIMS, COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, CONSULTANTS, EXPERTS AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS) ARISING OUT OF OR RELATING TO THE PERFORMANCE OF THE WORK, REGARDLESS OF WHETHER SUCH CLAIMS, COSTS, LOSSES, AND DAMAGES ARE CAUSED, IN WHOLE OR IN PARTY BY THE ACTS, ACTIONS, ERRORS OR OMISSIONS OF AN INDEMNIFIED PARTY. BECAUSE OWNER IS A MUNICIPALITY,THE TERMS AND PROVISIONS OF SUBCHAPTER C OF CHAPTER 151 OF THE TEXAS INSURANCE CODE ("CHAPTER 151") DOES NOT APPLY TO THE OWNER. IF, HOWEVER, ANY PROVISION OF CHAPTER 151 APPLIES TO THE OWNER, IT IS THE INTENT OF THE OWNER THAT IF THE PROVISIONS OF CHAPTER 151 DO APPLY, NOTHING HEREIN SHALL IMPOSE ANY REQUIREMENTS ON CONTRACTOR THAT ARE PROHIBITED BY CHAPTER 151 AND THAT ANY OF THE PROVISIONS HEREOF THAT ARE NOT PROHIBITED BY CHAPTER 151 SHALL REMAIN IN FULL FORCE 00700 06-2025 Page 22 General Conditions AND EFFECT. ACCORDINGLY, IN THE EVENT THAT IN CONSTRUING AND INTERPRETING THE CONTRACT DOCUMENTS, A COURT OF COMPETENT JURISDICTION OR, IF APPLICABLE, AN ARBITRATOR, DETERMINES THAT CHAPTER 151 APPLIES TO THE OWNER, THEN THE COURT OR ARBITRATOR SHALL REFORM THE PROVISIONS HEREOF SO AS TO COMPLY WITH CHAPTER 151 AND SUCH REFORMATION SHALL NOT AFFECT THE VALIDITY OF ANY PROVISIONS HEREOF THAT ARE NOT PROHIBITED BY CHAPTER 151. 6.14.2 The indemnification obligation under paragraph 6.14.1 shall not be limited in any way by any limitation on the amount or type of damages, or compensation or benefits payable by or for the CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.14.3 The obligations of the CONTRACTOR under paragraph 6.14.1 shall not extend to the liability of the OWNER, E/A, E/A's consultants, and their officers, directors, partners, employees or agents caused primarily by negligent preparation of maps, drawings, surveys, designs or specifications upon which is placed the applicable state-authorized design professional seal of the OWN ER's, E/A's or E/A's consultant's officers, directors, partners, employees or agents. 6.14.4 In the event the CONTRACTOR fails to follow the OWNER's directives concerning use of the site, scheduling or course of construction, or engages in other conduct which proximately causes damage to property based on inverse condemnation or otherwise, then and in that event, the CONTRACTOR shall indemnify the OWNER against all costs resulting from such claims. 6.14.5 In the event the CONTRACTOR unreasonably delays progress of the work being done by others on the site so as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 6.15 Survival of Obligations: All representations, indemnifications,warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. 6.16 Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the Work to be done or from action of the elements, floods or from unforeseeable circumstances in prosecution of the Work or from unusual obstructions or difficulties which may be encountered in prosecution of the Work, shall be sustained and borne by the CONTRACTOR at its own cost and expense. 6.17 Notice of Claim: Should the CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the OWNER or of any of the OWNER's employees or agents or others for whose acts the OWNER is liable, a Claim will be made to the other party within thirty (30) calendar days of the event giving rise to such injury or damage. The provisions of this paragraph 6.17 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations, statute of repose, or any other provision of the Contract Documents. 6.18 Liquidated Damages: At set forth in the Agreement, paragraph 1.2, the CONTRACTOR or its Surety shall be liable for Liquidated Damages for the CONTRACTOR's failure to timely complete the Work or any portion thereof within the Contract Time. See Supplemental Conditions for amount of Liquidated Damages. 00700 06-2025 Page 23 General Conditions ARTICLE 7 -OTHER WORK 7.1 The OWNER may perform other work related to the Project at the site by the OWNER's own forces, or let other contracts therefor, or have other work performed by utility owners. If the CONTRACTOR believes that delay or additional cost is involved because of such action by the OWNER, the CONTRACTOR may make a Claim as provided in Article 11 or Article 12. 7.2 The CONTRACTOR shall afford other contractors who are in a contract with the OWNER and each utility owner(and the OWNER, if the OWNER is performing the additional work with the OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, the CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. The CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of Owner's Representative and the other contractors whose work will be affected. The CONTRACTOR shall promptly remedy damage caused by the CONTRACTOR to completed or partially completed construction or to property of the OWNER or separate contractors. 7.3 If the proper execution or results of any part of the CONTRACTOR's Work depends upon work performed by others under this Article 7, the CONTRACTOR shall inspect such other work and promptly report to Owner's Representative in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of the CONTRACTOR's Work. The CONTRACTOR's failure to report will constitute an acceptance of such other work as fit and proper for integration with the CONTRACTOR's Work except for latent or non-apparent defects and deficiencies in such other work. 7.4 The OWNER shall provide for coordination of the activities of the OWNER's own forces and of each separate contractor with the Work of the CONTRACTOR, who shall cooperate with them. The CONTRACTOR shall participate with other separate contractors and Owner's Representative in reviewing their construction schedules when directed to do so. The CONTRACTOR shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the CONTRACTOR, separate contractors and the OWNER until subsequently revised. 7.5 Unless otherwise stated herein, costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. 7.6 If CONTRACTOR damages, delays, disrupts or interferes with the work of any other contractor, or any utility owner performing other work at or adjacent to the site of the Project, through CONTRACTOR's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of CONTRACTOR's actions, inactions or negligence in performance of the Work at or adjacent to the site of the Project is made by any such other contractor or utility owner against CONTRACTOR, OWNER, or E/A, then CONTRACTOR shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) INDEMNIFY AND HOLD HARMLESS THE INDEMNIFIED PARTIES, INCLUDING, BUT NOT LIMITED TO THE E/A FROM AND AGAINST ANY SUCH CLAIMS, AND AGAINST ALL COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS) ARISING OUT OF OR RELATING TO SUCH DAMAGE, DELAY, DISRUPTION, OR INTERFERENCE. 00700 06-2025 Page 24 General Conditions ARTICLE 8 -OWNER'S RESPONSIBILITIES 8.1 Prior to the start of construction, the OWNER will designate in writing a person or entity to act as Owner's Representative during construction. Except as otherwise provided in these General Conditions, the OWNER shall issue all communications to the CONTRACTOR through Owner's Representative. 8.2 The OWNER will not supervise, direct, control or have authority over or be responsible for the CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto. The OWNER is not responsible for any failure of the CONTRACTOR to comply with laws and regulations applicable to furnishing or performing the Work. The OWNER is not responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. Failure or omission of the OWNER to discover,or object to or condemn any defective Work or material shall not release the CONTRACTOR from the obligation to properly and fully perform the Contract. 8.3 The OWNER is not responsible for the acts or omissions of the CONTRACTOR, or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 8.4 Information or services under the OWNER's control shall be furnished by the OWNER with reasonable promptness to avoid delay in the orderly progress of the Work. 8.5 The foregoing are in addition to other duties and responsibilities of the OWNER enumerated herein and especially those in respect to Article 4 (Availability of Lands; Subsurface and Physical Conditions; Reference Points), Article 7 (Other Work) and Article 14 (Payments to the CONTRACTOR and Completion). 8.6 Notice of Claim: Should the OWNER suffer injury or damage to person or property because of any error, omission or act of the CONTRACTOR or of any of the CONTRACTOR's employees or agents or others for whose acts the CONTRACTOR is liable, a notice of such injury or damage will be sent to the CONTRACTOR within thirty (30) calendar days of the event giving rise to such injury or damage. The provisions of this paragraph 8.6 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or statute of repose. 8.7 The OWNER is not responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The failure or omission of the OWNER, E/A or any other person or entity acting on behalf of the OWNER or the E/A to observe, detect, discover, or object to or condemn any defective Work or material shall not release the CONTRACTOR from CONTRACTOR's obligation to properly and fully perform the Work pursuant to the Contract Documents. The OWNER shall not be responsible for the acts, errors or omissions of the CONTRACTOR, or any Subcontractor, Supplier or any other person or entity performing or furnishing any of the Work on behalf of the CONTRACTOR. ARTICLE 9 - ENGINEER/ARCHITECT'S STATUS DURING CONSTRUCTION 9.1 E/A's Authority and Responsibilities: 9.1.1 The duties and responsibilities and the limitations of authority of E/A during construction are set forth in the Contract Documents and shall not be extended without written consent of the OWNER and E/A. The assignment of any authority, duties or responsibilities to E/A under the Contract Documents, or under any agreement between the OWNER and E/A, or any undertaking,exercise or performance thereof by E/A, is intended to be for the sole and exclusive benefit of the OWNER and is not for the benefit of the CONTRACTOR, Subcontractor, Sub-subcontractor, Supplier, or any other person or organization, or for any surety or employee or agent of any of them. 9.1.2 E/A will not supervise, direct, control or have authority over or be responsible for the CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto. E/A is not responsible for any failure of the CONTRACTOR to comply with laws and regulations applicable to the furnishing or performing the Work. E/A is not responsible for the CONTRACTOR's failure to 00700 06-2025 Page 25 General Conditions perform or furnish the Work in accordance with the Contract Documents. Failure or omission of E/A to discover, or object to or condemn any defective Work or material shall not release the CONTRACTOR from the obligation to properly and fully perform the Work. 9.1.3 E/A is not responsible for the acts or omissions of the CONTRACTOR, or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.1.4 If the OWNER so directs, E/A will review the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by Article 14, but only to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.1.5 The limitations upon authority and responsibility set forth in this paragraph 9.1 shall also apply to E/A's Consultants, Resident Project Representative and assistants. 9.2 E/A as Owner's Representative: 9.2.1 E/A may be designated as Owner's Representative under paragraph 8.1. 9.3 Visits to Site: If the OWNER so directs, E/A will make visits to the site at intervals appropriate to the various stages of construction as is necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of the CONTRACTOR's executed Work. Based on information obtained during such visits and observations, E/A will endeavor for the benefit of the OWNER to determine if the Work is proceeding in accordance with the Contract Documents. E/A will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. E/A's efforts will be directed toward providing for the OWNER a greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of such visits and on-site observations, E/A will keep the OWNER informed of the progress of the Work and will endeavor to guard the OWNER against defective Work. E/A's visits and on-site observations are subject to all the limitations on E/A's authority and responsibility set forth in paragraph 9.1. 9.4 Project Representative: If the OWNER and E/A agree, E/A will furnish a Resident Project Representative to assist E/A in providing more continuous observation of the Work. The responsibilities and authority and limitations of any such Resident Project Representative and assistants will be as provided in paragraph 9.1 and in the Supplemental General Conditions. The OWNER may designate another representative or agent to represent the OWNER at the site who is not E/A, E/A's consultant, agent or employee. 9.5 Clarifications and Interpretations: E/A may determine that written clarifications or interpretations of the requirements of the Contract Documents (in the form of drawings or otherwise) are necessary. Such written clarifications or interpretations will be consistent with the intent of and reasonably inferable from the Contract Documents, will be issued with reasonable promptness by Owner's Representative and will be binding on the OWNER and the CONTRACTOR. If the OWNER or the CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Amount or the Contract Times, the OWNER or the CONTRACTOR may make a Claim therefor as provided in Article 11 or Article 12. 9.6 Rejecting Defective Work: E/A may recommend that the OWNER disapprove or reject Work which E/A believes to be defective, or believes will not produce a completed Project that conforms to the Contract Documents or will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00700 06-2025 Page 26 General Conditions ARTICLE 10 -CHANGES IN THE WORK 10.1 Changes: 10.1.1 Without invalidating the Contract and without notice to any surety, the OWNER, at any time or from time to time, may order additions, deletions or revisions in the Work. Such changes in the Work will be authorized by Change Order, Change Directive or Field Order. 10.1.2 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the CONTRACTOR shall proceed promptly, unless otherwise provided in the Change Order, Change Directive or Field Order. 10.1.3 The CONTRACTOR shall not be entitled to an increase in the Contract Amount or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraph 3.3.1 and paragraph 3.3.2, except in the case of an emergency as provided in paragraph 6.11.5 or in the case of uncovering Work as provided in paragraph 13.4. 10.1.4 Except in the case of an emergency as provided in paragraph 6.11.5, a Change Order or Change Directive is required before the CONTRACTOR commences any activities associated with a change in the Work which, in the CONTRACTOR's opinion, will result in a change in the Contract Amount and/or Contract Times. 10.1.5 If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Amount or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be the CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 10.2 Change Orders: 10.2.1 The OWNER and the CONTRACTOR shall execute appropriate written Change Orders covering: .1 a change in the Work; .2 the amount of the adjustment in the Contract Amount, if any; and .3 the extent of the adjustment in the Contract Time, if any. 10.2.2 An executed Change Order shall represent the complete, equitable, and final amount of adjustment in the Contract Amount and/or Contract Time owed to the CONTRACTOR or the OWNER as a result of the occurrence or event causing the change in the Work encompassed by the Change Order. 10.3 Change Directives: 10.3.1 The OWNER may by written Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Amount and Contract Time being adjusted as necessary. A Change Directive shall be used in the absence of complete and prompt agreement on the terms of a Change Order. 10.3.2 If the Change Directive provides for an adjustment to the Contract Amount, the adjustment shall be based on the method provided for in paragraph 11.5. 10.3.3 A Change Directive shall be recorded later by preparation and execution of an appropriate Change Order. 10.3.4 Upon receipt of a Change Directive, CONTRACTOR shall promptly proceed with the change in the Work involved. 10.4 Field Order: 10.4.1 Owner's Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Amount or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These shall be accomplished by written Field Order and shall be binding on the OWNER and on the CONTRACTOR who shall perform the Work involved promptly. 00700 06-2025 Page 27 General Conditions 10.4.2 If the CONTRACTOR believes that a Field Order would require an adjustment in the Contract Amount and/or Contract Times, the CONTRACTOR shall make written request to Owner's Representative for a Change Order. Any request by the CONTRACTOR for an adjustment in Contract Amount and/or Contract Times shall be made in writing prior to beginning the work covered by the Field Order. 10.5 No Damages for Delay: Except as otherwise provided in the Contract Documents, the CONTRACTOR shall receive no compensation for delays or hindrances to the Work. If delay is caused by specific orders given by the OWNER to stop Work for reasons for which the CONTRACTOR is not responsible, or such delay is not caused by active interference in the Work by OWNER for reasons for which the CONTRACTOR is not responsible, then such delay will entitle the CONTRACTOR only to an equivalent extension of time,the CONTRACTOR's application for which shall, however, be subject to approval of the OWNER. No such extension of time shall release the CONTRACTOR or surety on its performance bond from all the CONTRACTOR's obligations hereunder which shall remain in full force until discharge of the Contract. ARTICLE 11 -CHANGE OF CONTRACT AMOUNT 11.1 The Contract Amount is stated in the Agreement and, including authorized adjustments, is the total amount payable by the OWNER to the CONTRACTOR for performance of the Work under the Contract Documents. 11.2 The original Contract Amount may not be increased by more than twenty-five percent (25%) and it may not be decreased more than twenty-five percent (25%) without the consent of the CONTRACTOR to such decrease. 11.3 The Contract Amount shall only be changed by a Change Order. Any claim for an adjustment in the Contract Amount shall be made by Written Notice delivered by the party making the Claim to the other party promptly (but in no event later than thirty (30) calendar days) after the start of the occurrence or event giving rise to the Claim and stating the general nature of the Claim. Notice of the amount of the Claim with supporting data shall be delivered within thirty (30) calendar days after Written Notice of Claim is delivered by claimant, and shall represent that the adjustment claimed covers all known amounts to which claimant is entitled as a result of said occurrence or event. If the OWNER and the CONTRACTOR cannot otherwise agree, all Claims for adjustment in the Contract Amount shall be determined as set out in Article 16. 11.4 Determination of Value of Work: 11.4.1 The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Amount will be determined by one or more of the following methods: .1 by application of unit prices contained in the Contract Documents to the quantities of the items involved. .2 by a mutually agreed lump sum properly itemized and supported by sufficient substantiating data to permit evaluation. .3 by cost of Work plus the CONTRACTOR's fee for all overhead costs and profit (determined as provided in paragraph 11.5). 11.4.2 Before using the method described in paragraph 11.4.1.3, the OWNER and the CONTRACTOR agree to negotiate a Change Order using the methods identified in paragraph 11.4.1.1 and paragraph 11.4.1.2, as appropriate, to determine the adjustment in the Contract Amount. 11.5 Cost of Work: 00700 06-2025 Page 28 General Conditions If neither of the methods defined in paragraph 11.4.1.1 or paragraph 11.4.1.2 can be agreed upon before a change in the Work is commenced which will result in an adjustment in the Contract Amount, the OWNER may issue a Change Directive to the CONTRACTOR. If the OWNER elects to issue a Change Directive, CONTRACTOR shall perform the Changed Work and payment will be made as follows: .1 For all personnel, the CONTRACTOR will receive the rate or wage specified in the prevailing wage rates established in Section 00900 for each hour that said personnel are actually engaged in such Work, to which will be added an amount equal to twenty-five percent (25%) of the sum thereof as compensation for the CONTRACTOR's and any affected Subcontractor's total overhead and profit. No separate charge will be made by the CONTRACTOR for organization or overhead expenses. For the cost of premiums on public liability insurance, workers' compensation insurance, social security and unemployment insurance, an amount equal to fifty-five percent (55%) of the wages paid personnel, excluding the twenty-five (25%) compensation provided above, will be paid to the CONTRACTOR.The actual cost of the CONTRACTOR's bond(s)on the extra Work will be paid based on invoices from surety. No charge for superintendence will be made unless considered necessary and ordered by the OWNER. .2 The CONTRACTOR will receive the actual cost, including freight charges, of the materials used on such Work, to which costs will be added a sum equal to twenty-five percent (25%) thereof as compensation for the CONTRACTOR's and any affected Subcontractor's total overhead and profit. In case material invoices indicate a discount may be taken, the actual cost will be the invoice price minus the discount. .3 For machinery,trucks, power tools, or other similar equipment agreed to be necessary by the OWNER and the CONTRACTOR, the OWNER will allow the CONTRACTOR the rate as given in the latest edition of the Associated General Contractors of America "Contractor's Equipment Cost Guide" as published by Dataquest for each hour that said tools or equipment are in use on such work, which rate includes the cost of fuel, lubricants and repairs. No additional compensation will be allowed on the equipment for the CONTRACTOR's overhead and profit. .4 The compensation, as herein provided for, shall be received by the CONTRACTOR and any affected Subcontractor as payment in full for work done by Change Directive and will include use of small tools, and total overhead expense and profit. The CONTRACTOR and the Owner's Representative shall compare records of work done by Change Directive at the end of each day. Copies of these records will be made upon forms provided for this purpose by the OWNER and signed by both Owner's Representative and the CONTRACTOR, with one (1) copy being retained by the OWNER and one (1) by the CONTRACTOR. Refusal by the CONTRACTOR to sign these records within two (2)working days of presentation does not invalidate the accuracy of the record. 11.6 Unit Price Work: 11.6.1 Where the Contract Documents provide that all or part of the Work is to be unit price Work, initially the Contract Amount will be deemed to include for all unit price work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Bid. The estimated quantities of items of unit price work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Amount. Determinations of the actual quantities and classifications of unit price work performed by the CONTRACTOR will be made by Owner's Representative. Owner's Representative will review with the CONTRACTOR the preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). 11.6.2 When "plan quantity" is indicated for a bid item, the CONTRACTOR shall be paid the amount specified in the Contract Documents without any measurements. 11.6.3 Each unit price will be deemed to include an amount considered by the CONTRACTOR to be adequate to cover the CONTRACTOR's overhead and profit for each separately identified item. 00700 06-2025 Page 29 General Conditions 11.6.4 A Major Item is any individual bid item in the Bid that has a total cost equal to or greater than five percent (5%) of the original Contract Amount or $50,000, whichever is greater, computed on the basis of bid quantities and Contract unit prices. 11.6.5 The OWNER or the CONTRACTOR may make a Claim for an adjustment in the Contract Amount in accordance with Article 11 if: .1 the actual quantity of any Major Item should become as much as twenty percent(20%) more than or twenty percent(20%) less than in the Bid; or .2 The CONTRACTOR presents proper documentation contesting the accuracy of"plan quantity," and Owner's Representative verifies quantity and determines original quantity is in error by five percent (5%) or more. 11.6.6 Right to Verify Information: The CONTRACTOR agrees that any designated representative of the OWNER shall have the right to examine the CONTRACTOR's records to verify the accuracy and appropriateness of the pricing data used to price change proposals. Even after a Change Order Proposal has been approved, the CONTRACTOR agrees that if the OWNER later determines the cost and pricing data submitted was inaccurate, incomplete, not current or not in compliance with the terms of this Agreement regarding pricing of change orders, then an appropriate contract price reduction will be made. 11.6.7 Pricing Information Requirements: The CONTRACTOR agrees to provide and require all subcontractors to provide a breakdown of allowable labor and labor burden cost information as outlined herein. This information will be used to evaluate the potential cost of labor and labor burden related to change order work. It is intended that this information represent an accurate estimate of the CONTRACTOR's actual labor and labor burden cost components. This information is not intended to establish fixed billing or change order pricing labor rates. However, at the time change orders are priced the submitted cost data for labor rates may be used to price change order work. The accuracy of any such agreed-upon labor cost components used to price change orders will be subject to later audit. Approved change order amounts may be adjusted later to correct the impact of inaccurate labor cost components if the agreed-upon labor cost components are determined to be inaccurate. ARTICLE 12 -CHANGE OF CONTRACT TIMES 12.1 Working Day and Calendar Day Contracts: 12.1.1 The Contract Times (or Milestones) shall only be changed by Change Order or Time Extension Request duly executed by both the CONTRACTOR and Owner's Representative. Any claim for an adjustment of the Contract Times (or Milestones) shall be made by Written Notice delivered by the party making the Claim to the other party promptly (but in no event later than thirty (30)calendar days) after the start of the occurrence or event giving rise to the delay and stating the general nature of the delay. Notice of the extent of the delay with supporting data shall be delivered within thirty (30) calendar days after Written Notice of Claim is delivered by claimant, and shall represent that the adjustment claimed is the entire adjustment to which claimant is entitled as a result of said occurrence or event. If the OWNER and the CONTRACTOR cannot otherwise agree, all Claims for adjustment in the Contract Times (or Milestones) shall be determined as set out in Article 16. No Claim for an adjustment in the Contract Times(or Milestones)will be valid if not submitted in accordance with the requirements of this paragraph. 12.1.2 When the CONTRACTOR is at fault and the OWNER stops the Work so that corrections in the Work can be made by the CONTRACTOR, then no extension in time will be allowed. 12.1.3 When the CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay for which the CONTRACTOR is not responsible, an extension of the Contract Times (or Milestones)in an amount equal to the time lost due to such delay will be considered by OWNER.Any extension of the Contract Time shall be the CONTRACTOR's sole and exclusive remedy for such delay. However, adverse weather shall not be considered justification for extension of Contract Times on Calendar Day contracts, except as provided for in paragraph 12.2. 00700 06-2025 Page 30 General Conditions 12.1.4 The OWNER will consider time extension requests and may grant the CONTRACTOR an extension of time because of: .1 Changes ordered in the Work which justify additional time. .2 Failure of materials or products being at the Project site due to delays in transportation or failures of Suppliers,forwhich the CONTRACTOR, a Subcontractor or a Supplier is not responsible.The request for an extension of time shall be supported by a recitation of acts demonstrating that such delays were beyond the control of the CONTRACTOR, a Subcontractor or a Supplier including but not limited to, the CONTRACTOR's, the Subcontractor's or the Supplier's efforts to overcome such delays documented as follows: a) Copy of purchase order for delayed item(s) indicating date ordered by the CONTRACTOR/Subcontractor and date purchase order received by Supplier. b) If item(s) require Shop Drawings or other submittal information in accordance with the Contract Documents, provide record of date submittal(s) forwarded to Owner's Representative, date submittal(s) returned to the CONTRACTOR, and date submittal(s) forwarded to Supplier. c) Copy of document(s) from Supplier, on Supplier's letterhead, indicating date(s) item(s)would be ready for shipment and/or actual shipment date(s). d) Copies of all correspondence between the CONTRACTOR/ Subcontractor and Supplier indicating the CONTRACTOR/Subcontractor's efforts to expedite item(s). e) If item(s) are being purchased by a Subcontractor, provision of meeting notes, correspondence, and the like which reflect the CONTRACTOR's efforts with the Subcontractor to expedite delivery of the item(s). .3 When acts of the OWNER, E/A, utility owners or other contractors employed by the OWNER delay progress of work through no fault of the CONTRACTOR. .4 When the CONTRACTOR is delayed by strikes, lockouts, fires, losses from natural causes, or other unavoidable cause or causes beyond the CONTRACTOR's control. 12.2 Calendar Day Contracts: Under a Calendar Day Contract,the CONTRACTOR may also be granted an extension of time because of unusual inclement weather that is beyond the normal weather expected for the Williamson and Travis Counties, Texas area. Normal weather, which prevents the CONTRACTOR from performing Work, is expected during a Calendar Day Contract and is not a justification for an extension of time. The following delineates the number of days per month for which, for purposes of Calendar Day Contracts, expected normal weather will prevent performance of Work: January.......................... 7 days February........................ 7 days March............................. 7 days April............................... 7 days May................................ 8 days June................................ 6 days July................................. 6 days August........................... 5 days September..................... 7 days October.......................... 7 days November..................... 7 days December...................... 7 days 00700 06-2025 Page 31 General Conditions Days per month exceeding the number shown above may be credited as Rain Days if a Claim is made in accordance with paragraph 12.1.1 and meets the following definition: a "Rain Day" is any day in which a weather event occurs at the site and is sufficient to prevent the CONTRACTOR from performing units of Work critical to maintaining the project schedule during the entire day. ARTICLE 13 -TESTS AND INSPECTIONS; AND CORRECTION OR REMOVAL OF DEFECTIVE WORK 13.1 Notice of Defects: Prompt notice of all defective Work of which the OWNER or E/A has actual knowledge will be given to the CONTRACTOR. All defective Work may be rejected or corrected as provided for in Article 13. 13.2 Access to Work: The OWNER, E/A, E/A's Consultants, other representatives and personnel of the OWNER, independent testing laboratories and governmental agencies having jurisdiction will have unrestricted physical access to the Work site for observing, inspecting and testing. The CONTRACTOR shall provide them proper and safe conditions for such access, and advise them of the CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. 13.3 Tests and Inspections: 13.3.1 The CONTRACTOR shall give timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.3.2 The OWNER shall employ and pay for services of an independent testing laboratory to perform all inspections, tests or approvals required by the Contract Documents except: .1 for inspections, tests or approvals covered by paragraph 13.3.3 below; .2 for reinspecting or retesting defective Work; and .3 as otherwise specifically provided in the Contract Documents. All testing laboratories shall be those selected by the OWNER. 13.3.3 If laws or regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body, the CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith and furnish Owner's Representative the required certificates of inspection or approval. The CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for the OWNER's and E/A's review of materials or equipment to be incorporated in the Work, or of materials, mix designs or equipment submitted for review prior to the CONTRACTOR's purchase thereof for incorporation in the Work. 13.4 Uncovering Work: 13.4.1 If any Work (or the work of others) that is to be inspected, tested or approved is covered by the CONTRACTOR without concurrence of Owner's Representative, or if any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered and recovered at the CONTRACTOR's expense. 13.4.2 If Owner's Representative considers it necessary or advisable that covered Work be observed, inspected or tested, the CONTRACTOR shall uncover, expose or otherwise make available for observation, inspection or testing that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, the CONTRACTOR shall pay all claims,costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory 00700 06-2025 Page 32 General Conditions replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the OWNER shall be entitled to an appropriate decrease in the Contract Amount, and may make a Claim therefor as provided in Article 11. If, however, such Work is not found to be defective, the CONTRACTOR shall be allowed an increase in the Contract Amount or an extension of the Contract Times (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and the CONTRACTOR may make a Claim therefor as provided in Article 11 and Article 12. 13.5 OWNER May Stop the Work: 13.5.1 If the Work is defective,or the CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, the OWNER may order the CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the OWNER to stop the Work shall not give rise to any duty on the part of the OWNER to exercise this right for the benefit of the CONTRACTOR or any surety or other party. 13.5.2 If the CONTRACTOR fails to correct defective Work or submit a satisfactory plan to take corrective action, with procedure and time schedule, the OWNER may order the CONTRACTOR to stop the Work, or any portion thereof, until cause for such order has been eliminated, or take any other action permitted by this Contract. A notice to stop the Work, based on defects, shall not stop calendar or working days charged to the Project. 13.6 Correction or Removal of Defective Work: If required by the OWNER, the CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Owner's Representative, remove it from the site and replace it with Work that is not defective. The CONTRACTOR shall correct or remove and replace defective Work, or submit a plan of action detailing how the deficiency will be corrected, within the time frame identified in the notice of defective Work. The CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others), including but not limited to all consultant, engineering, expert and attorney's fees incurred by the OWNER as a result of such defective work or as necessary for OWNER to investigate such defective Work and/or to determine the appropriate means or methods to address or correct such defective Work. The OWNER shall have the right, in OWNER's sole discretion, to have the E/A or other consultant specify the means and methods that will be followed to correct or address any defective Work. If the OWNER specifies a means or method by which the defective Work will be addressed or corrected, the CONTRACTOR shall perform the specified work necessary to address or correct the defective Work at CONTRACTOR's sole cost and expense. 13.7 Warranty period: 13.7.1 If, at anytime after the date of Substantial Completion or such longer period of time as maybe prescribed by laws or regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, the CONTRACTOR shall promptly, without cost to the OWNER and in accordance with the OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by the OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If the CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others and all consultant, expert and attorney's fees incurred by OWNER)will be paid by the CONTRACTOR. 00700 06-2025 Page 33 General Conditions 13.7.2 In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the warranty period for that item may start to run from an earlier date if so provided in the Contract Documents and agreed to by OWNER. 13.8 OWNER May Correct Defective Work: If the CONTRACTOR fails within a reasonable time after Written Notice of the OWNER to correct defective Work, or to remove and replace rejected Work, or if the CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if the CONTRACTOR fails to comply with any other provision of the Contract Documents, the OWNER may, after seven (7) calendar days' Written Notice to the CONTRACTOR, correct and remedy any such deficiency. If, in the opinion of Owner's Representative, significant progress has not been made during this seven (7) calendar day period to correct the deficiency, the OWNER may exercise any actions necessary to remedy the deficiency. In exercising the rights and remedies under this paragraph, the OWNER shall proceed expeditiously. In connection with such corrective and remedial action, the OWNER may exclude the CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend the CONTRACTOR's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR but which are stored elsewhere. The CONTRACTOR shall allow the OWNER, its agents and employees, the OWNER's other contractors, E/A and E/A's consultants access to the site to enable the OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the OWNER in exercising such rights and remedies will be charged against the CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of the CONTRACTOR's defective Work and any and all consultant, expert and attorney's fees incurred by OWNER as a result of OWNER's correction of defective WORK. The CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones), or claims of damage because of any delay in the performance of the Work attributable to the exercise by the OWNER of the OWNER's rights and remedies hereunder. 13.9 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, OWNER prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses, and damages attributable to OWNER's evaluation of and determination to accept such defective Work, including but not limited to any expert, engineering or other consultant's fees incurred by the OWNER to investigate such defective Work and/or to determine the appropriate means or methods and work necessary to allow OWNER to accept the defective Work and CONTRACTOR shall pay for all work required to be performed to allow OWNER to accept the defective Work and any estimated costs, expenses and damages OWNER may sustain in the future as a result of accepting the defective Work, including any diminution in value of the Project as a result of accepting the defective Work. If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work shall be incorporated in a Change Order. If the parties are unable to agree as to the decrease in the Contract Price, then OWNER may impose a reasonable set-off against payments due under the Contract Documents. If the acceptance of defective Work occurs after final payment, CONTRACTOR shall pay to OWNER the above described costs, expenses and damages incurred by OWNER as a result of OWNER's acceptance of defective Work. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Application for Progress Payment: 14.1.1 Not more than once per month, the CONTRACTOR shall submit to Owner's Representative for review an Application for Payment, in a form acceptable to the OWNER, filled out and signed by the CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents or as required by OWNER. 14.1.2 Such applications shall not include requests for payment on account of changes in the Work which have been properly authorized by Change Directives but not yet included in Change Orders. 00700 06-2025 Page 34 General Conditions 14.1.3 Such applications shall not include requests for payment of amounts the CONTRACTOR does not intend to pay to a Subcontractor or Supplier because of a dispute or other reason. 14.1.4 Owner will not pay for materials or equipment not incorporated in the Work but delivered and suitably stored at the site or at another location. Payment will be made by Owner only for Work completed in accordance with the Contract Documents. 14.1.5 Where the original Contract Amount is less than $400,000, the OWNER will pay to the CONTRACTOR the total amount of approved Application for Payment, less ten percent (10%) of the amount thereof, which ten percent (10%) will be retained until final payment, less all previous payments and less all sums that may be retained by the OWNER under the terms of this Agreement. Where the original Contract Amount is $400,000 or more, the OWNER will pay to the CONTRACTOR the total amount of approved Application for Payment, less five percent(5%) of the amount thereof, which five percent (5%) will be retained until final payment, less all previous payments and less all sums that may be retained by the OWNER under the terms of this Agreement. In either case, if the Work is near completion and delay occurs due to no fault or neglect of the CONTRACTOR, the OWNER may pay a portion of the retained amount to the CONTRACTOR. The CONTRACTOR, at the OWNER's option, may be relieved of the obligation to complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due under the Contract subject to the conditions stated under paragraph 15.2. 14.1.6 Applications for Payment shall include the following documentation: .1 updated progress schedule; .2 monthly subcontractor report; and .3 any other documentation required under the Supplemental General Conditions. 14.2 CONTRACTOR's Warranty of Title: The CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the OWNER not later than the time of payment to the CONTRACTOR free and clear of all liens. 14.3 Review of Applications for Progress Payment: 14.3.1 Owner's Representative will,within seven (7)calendar days after receipt of each Application for Payment, either indicate a recommendation for payment and forward the Application for processing by the OWNER, or return the Application to the CONTRACTOR indicating Owner's Representative's reasons for refusing to recommend payment. In the latter case, the CONTRACTOR may make the necessary corrections and resubmit the Application. 14.3.2 Owner's Representative's recommendation of any payment requested in an Application for Payment will constitute a representation by Owner's Representative, based upon Owner's Representative's on-site observations of the executed Work and on Owner's Representative's review of the Application for Payment and the accompanying data and schedules, that to the best of Owner's Representative's knowledge, information and belief: 1 the Work has progressed to the point indicated, and .2 the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for unit price Work, and to any other qualifications stated in the recommendation). 14.3.3 By recommending any such payment, Owner's Representative will not thereby be deemed to have represented that: 00700 06-2025 Page 35 General Conditions .1 inspections have been made to check the quality or the quantity of the Work or that the Work has been performed in accordance with the Contract Documents; .2 examination has been made to ascertain how or for what purpose the CONTRACTOR has used money previously paid on account of the Contract Amount; .3 the CONTRACTOR's construction means, methods,techniques, sequences or procedures have been reviewed; or .4 that there may not be other matters or issues between the parties that might entitle the CONTRACTOR to be paid additionally by the OWNER or entitle the OWNER to withhold payment to the CONTRACTOR. 14.4 Decisions to Withhold Payment: 14.4.1 The OWNER may withhold or nullify the whole or part of any payment to such extent as maybe necessary on account of: .1 defective Work not remedied; .2 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Amount; .3 damage to the OWNER or another contractor; .4 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; .5 failure of the CONTRACTOR to submit a schedule of values in accordance with the Contract Documents; .6 failure of the CONTRACTOR to submit a submittal schedule in accordance with the Contract Documents; .7 failure of the CONTRACTOR to submit or update construction schedules in accordance with the Contract Documents; .8 failure of the CONTRACTOR to maintain a record of changes on drawings and documents; .9 failure of the CONTRACTOR to maintain weekly payroll reports; .10 failure of the CONTRACTOR to submit monthly subcontractor reports; .11 the CONTRACTOR's neglect or unsatisfactory prosecution of the Work, including failure to clean up; or .12 failure of the CONTRACTOR to comply with any provision of the Contract Documents. .13 OWNER's disagreement with the recommendation of the Owner's Representative, provided the OWNER has provided a Written Notice to the CONTRACTOR specifying the reasons why OWNER does not agree with such recommendation. 14.4.2 When the above reasons for withholding payment are removed, the CONTRACTOR shall resubmit a statement for the value of Work performed. Payment will be made within thirty (30) calendar days of receipt of approved Application for Payment. 00700 06-2025 Page 36 General Conditions 14.5 Delayed Payments: Should the OWNER fail to make payment to the CONTRACTOR of a sum named in any Application for Payment with which OWNER agrees and has approved for payment within thirty (30) calendar days after the day on which the OWNER received the mutually acceptable Application for Payment, then the OWNER will pay to the CONTRACTOR, in addition to the sum shown as due by such Application for Payment, interest thereon at the rate of one percent (1%) per month from date due until fully paid, which shall fully liquidate any injury to the CONTRACTOR growing out of such delay in payment. 14.6 Arrears: No money shall be paid by the OWNER upon any claim, debt, demand or account whatsoever, to any person, firm or corporation who is in arrears to the OWNER; and the OWNER shall be entitled to counterclaim and offset against any such debt, claim, demand or account so in arrears and no assignment or transfer of such debt, claim, demand or account, shall affect the right of the OWNER to so offset said amounts, and associated penalties and interest if applicable, against the same. 14.7 Substantial Completion: 14.7.1 If a Certificate of Occupancy is required by public authorities having jurisdiction over the Work, said certificate shall be issued before the Work or any portion thereof is considered substantially complete. When the CONTRACTOR considers that the Work, or a portion thereof which the OWNER agrees to accept separately, is substantially complete, the CONTRACTOR shall notify Owner's Representative and request a determination as to whether the Work or designated portion thereof is substantially complete. If Owner's Representative does not consider the Work substantially complete, Owner's Representative will notify the CONTRACTOR giving reasons therefor. Failure on the OWNER's part to list a reason does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. After satisfactorily completing items identified by Owner's Representative, the CONTRACTOR shall then submit another request for Owner's Representative to determine substantial completion. If Owner's Representative considers the Work substantially complete, Owner's Representative will prepare and deliver a certificate of Substantial Completion which shall establish the date of Substantial Completion, shall include a punch list of items to be completed or corrected before final payment, shall establish the time within which the CONTRACTOR shall finish the punch list, and shall establish responsibilities of the OWNER and the CONTRACTOR for security, maintenance, heat, utilities, damage to the Work, warranty and insurance. Failure to include an item on the punch list does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. The certificate of Substantial Completion shall be signed by the OWNER and the CONTRACTOR to evidence acceptance of the responsibilities assigned to them in such certificate. 14.7.2 The OWNER shall have the right to exclude the CONTRACTOR from the Work after the date of Substantial Completion, but the OWNER will allow the CONTRACTOR reasonable access to complete or correct items on the punch list. 14.8 Partial Utilization: The OWNER, at the OWNER's sole option, shall have the right to take possession of and use any completed or partially completed portion of the Work regardless of the time for completing the entire Work. The OWNER's exercise of such use and possession shall not be construed to mean that the OWNER acknowledges that any part of the Work so possessed and used is substantially complete or that it is accepted by OWNER, and the OWNER's exercise of such use and possession shall not relieve the CONTRACTOR of its responsibility to complete all Work in accordance with the Contract Documents. 14.9 Final Inspection: Upon Written Notice from the CONTRACTOR that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final inspection with the CONTRACTOR and provide Written Notice of all 00700 06-2025 Page 37 General Conditions particulars in which this inspection reveals that the Work is incomplete or defective. The CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.10 Final Application for Payment: The CONTRACTOR may make application for final payment following the procedure for progress payments after the CONTRACTOR has completed all such corrections to the satisfaction of Owner's Representative and delivered the following documents: .1 Three(3)complete operating and maintenance manuals, each containing maintenance and operating instructions, schedules, guarantees, and other documentation required by the Contract Documents; .2 Record documents (as provided in paragraph 6.10); .3 Consent of surety, if any, to final payment. If surety is not provided, complete and legally effective releases or waivers (satisfactory to the OWNER) of all claims arising out of or filed in connection with the Work; .4 Certificate evidencing that insurance required by the Supplemental General Conditions will remain in force after final payment and through any warranty period; .5 Non-Use of Asbestos Affidavit(After Construction); and .6 Any other documentation called for in the Contract Documents. 14.11 Final Payment and Acceptance: 14.11.1 If, on the basis of observation of the Work during construction, final inspection, and review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Owner's Representative is satisfied that the Work has been completed and the CONTRACTOR's other obligations under the Contract Documents have been fulfilled, Owner's Representative will recommend the final Application for Payment and thereby notify the OWNER. If the OWNER agrees with the recommendation of the Owner's Representative, the OWNER will pay to the CONTRACTOR the balance due the CONTRACTOR under the terms of the Contract. 14.11.2 As Contract Time is measured to Final Completion, Owner's Representative will issue a letter of final acceptance to the CONTRACTOR which establishes the Final Completion date and initiates any warranty period. 14.11.3 Final payment is considered to have taken place when the CONTRACTOR or any of its representatives negotiates the OWNER's final payment check, whether labeled final or not, for cash or deposits check in any financial institution for its monetary return. 14.12 Waiver of Claims: The making and acceptance of final payment will constitute: .1 a waiver of claims by the OWNER against the CONTRACTOR, except claims arising from unsettled claims, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any warranty specified therein, or from the CONTRACTOR's continuing obligations under the Contract Documents; and .2 a waiver of all claims by the CONTRACTOR against the OWNER other than those previously made in writing and still unsettled. 00700 06-2025 Page 38 General Conditions ARTICLE 15 -SUSPENSION OF WORK AND TERMINATION 15.1 OWNER May Suspend Work Without Cause and for Convenience: At any time and without cause and for convenience, the OWNER may suspend the Work or any portion thereof for a period of not more than ninety (90) calendar days by written agreement or by Written Notice to the CONTRACTOR which will fix the date on which the Work will be resumed. The CONTRACTOR shall resume the Work on the date so fixed. The CONTRACTOR may be allowed an adjustment in the Contract Amount or an extension of the Contract Times, or both, directly attributable to any such suspension if the CONTRACTOR makes an approved Claim therefor as provided in Article 11 and Article 12. 15.2 OWNER May Terminate Without Cause: Upon seven(7)calendar days'Written Notice to the CONTRACTOR, the OWNER may,without cause and without prejudice to any right or remedy of the OWNER, elect to terminate the Agreement. In such case, the CONTRACTOR shall be paid (without duplication of any items): .1 for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination; .2 for all claims incurred in settlement of terminated contracts with Suppliers, Subcontractors, and others. The CONTRACTOR agrees to negotiate in good faith with Subcontractors, Suppliers and others to mitigate the OWNER's cost CONTRACTOR shall include in any subcontract or purchase order language that provides that if the Agreement is terminated without cause, the Subcontractor and Suppliers will only be paid for work performed or materials and equipment supplied and shall not have any other claims against CONTRACTOR or OWNER; CONTRACTOR shall not be paid for any profit or overhead for Work not completed. 15.3 OWNER May Terminate With Cause: 15.3.1 Upon the occurrence of any one or more of the following events: .1 if the CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents; .2 if the CONTRACTOR disregards laws or regulations of any public body having jurisdiction; .3 if the CONTRACTOR disregards the authority of Owner's Representative; .4 if the CONTRACTOR makes fraudulent statements; .5 if the CONTRACTOR fails to maintain a work force adequate to accomplish the Work within the Contract Time; .6 if the CONTRACTOR fails to make adequate progress and endangers successful completion of the Contract; or .7 if the CONTRACTOR otherwise violates any provisions of the Contract Documents; The OWNER may, after giving the CONTRACTOR (and the surety, if any)seven (7)calendar days'Written Notice terminate the services of the CONTRACTOR.The OWNER, at its option, may proceed with negotiation with surety for completion of the Work. Alternatively, the OWNER may under these circumstances exclude the CONTRACTOR from the site and take possession of the Work(without liability to the CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR but which are stored elsewhere, and finish the Work as the OWNER may deem expedient. In such case the CONTRACTOR shall not be entitled to receive any further payment until the Work is 00700 06-2025 Page 39 General Conditions finished. If the unpaid balance of the Contract Amount exceeds all claims, costs, losses and damages sustained by the OWNER arising out of or resulting from completing the Work, such excess will be paid to the CONTRACTOR. If such claims, costs, losses and damage exceed such unpaid balance, the CONTRACTOR or surety shall pay the difference to the OWNER. 15.3.2 Where the CONTRACTOR's services have been so terminated by the OWNER, the termination will not affect any rights or remedies of the OWNER against the CONTRACTOR and surety then existing or which may thereafter accrue. Any retention or payment of amounts due the CONTRACTOR by the OWNER will not release the CONTRACTOR from liability. In the event the OWNER terminates the Contract with cause, the OWNER may reject any and all bids submitted by the CONTRACTOR for up to three (3)years. 15.4 CONTRACTOR May Stop Work or Terminate: If through no act or fault of the CONTRACTOR, the Work is suspended for a period of more than ninety (90) calendar days by the OWNER or under an order of court or other public authority, or (except during disputes) Owner's Representative fails to forward for processing any mutually acceptable Application for Payment within thirty (30) calendar days after it is submitted, or(except during disputes) the OWNER fails for sixty (60) calendar days after it is submitted to pay the CONTRACTOR any sum finally determined by the OWNER to be due, then the CONTRACTOR may, upon seven(7)calendar days'Written Notice to the OWNER, and provided the OWNER does not remedy such suspension or failure within that time, terminate the Agreement and recover from the OWNER payment on the same terms as provided in paragraph 15.2. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if (except during disputes) Owner's Representative has failed to forward for processing any mutually acceptable Application for Payment within thirty (30) calendar days after it is submitted, or (except during disputes) the OWNER has failed for sixty (60) calendar days after it is submitted to pay the CONTRACTOR any sum finally determined by the OWNER to be due, the CONTRACTOR may upon seven (7) calendar days' Written Notice to the OWNER stop the Work until payment of all such amounts due the CONTRACTOR, including interest thereon. The provisions of this paragraph 15.4 are not intended to preclude the CONTRACTOR from making a Claim under Article 11 and Article 12 for an increase in Contract Amount or Contract Times or otherwise for expenses or damage directly attributable to the CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.1 Filing of Claims: 16.1.1 Claims arising from the circumstances identified in paragraphs 3.2, 4.1, 4.2.2, 4.2.4, 6.4.2, 6.11.5.2, 6.17, 7.5, 8.6, 9.5, 10.4.2, 13.8, 15.1, 15.2, 15.3, or 15.4, or other occurrences or events, shall be made by Written Notice delivered by the party making the Claim to the other party within thirty (30) calendar days after the start of the occurrence or event giving rise to the Claim and stating the general nature of the Claim. Notice of the amount of the Claim with supporting data shall be delivered within thirty (30) calendar days after Written Notice of Claim is delivered by claimant and shall represent that the adjustment claimed covers all known amounts to which claimant is entitled. 16.1.2 Within thirty (30) calendar days of receipt of notice of the amount of the Claim with supporting data, Owner's Representative and the CONTRACTOR shall meet to discuss the Claim, after which an offer of settlement or notification of no settlement offer will be made to claimant. If claimant is not satisfied with the proposal presented, claimant shall have thirty (30) calendar days in which to: .1 submit additional supporting data requested by the other party; .2 modify the initial Claim; or .3 request Alternative Dispute Resolution. 16.2 Alternative Dispute Resolution: 00700 06-2025 Page 40 General Conditions 16.2.1 If a dispute exists concerning a Claim, the parties agree to use the following procedure prior to pursuing any other available remedies. The OWNER reserves the right to include E/A as a party. 16.2.2 Negotiating with Previously Uninvolved Personnel: Either party may make a written request for a meeting to be held between representatives of each party within fourteen (14) calendar days of the request or such later period that the parties may agree to. Each party shall endeavor to include, at a minimum, one (1) previously uninvolved senior level decision maker empowered to negotiate on behalf of their organization. The purpose of this and subsequent meetings will be good faith negotiations of the matters constituting the dispute. Negotiations shall be concluded within thirty (30) calendar days of the first meeting, unless mutually agreed otherwise. This step may be waived by written agreement of both parties, in which event the parties may proceed directly to mediation as described below. 16.2.3 Mediation: 16.2.3.1 If the procedure described in paragraph 16.2.2 proves unsuccessful or is waived pursuant to its terms, the parties shall initiate the mediation process. The parties agree to select within thirty (30) calendar days one (1) mediator trained in mediation skills, to assist with resolution of the dispute. The OWNER and the CONTRACTOR agree to act in good faith in the selection of the mediator and to give consideration to qualified individuals nominated to act as mediator. Nothing in this agreement prevents the parties from relying on the skills of a person who also is trained in the subject matter of the dispute and/or a contract interpretation expert. 16.2.3.2 Mediation is a forum in which an impartial person, the mediator, facilitates communication between parties to promote reconciliation, settlement, or understanding among them. The parties hereby agree that mediation, at a minimum, shall provide for 1) conducting an on-site investigation, if appropriate, by the mediator for fact-gathering purposes, 2)a meeting of all parties for the exchange of points of view and 3)separate meetings between the mediator and each party to the dispute for the formulation of resolution alternatives.The parties agree to participate in mediation in good faith for up to thirty (30) calendar days from the date of the first mediation session, unless mutually agreed otherwise. Should the parties fail to reach a resolution of the dispute through mediation, then each party is released to pursue other remedies available to them. ARTICLE 17—RIGHT TO AUDIT 17.1 Right to Audit: Whenever the OWNER enters into any type of contractual arrangement with the CONTRACTOR, then the CONTRACTOR's "records" shall upon reasonable notice be open to inspection and subject to audit and/or reproduction during normal business working hours. The OWNER's representative, or an outside representative engaged by the OWNER, may perform such audits. The CONTRACTOR shall maintain all records relating to this Agreement for four (4) years from the date of final payment under this Agreement, or until pending litigation has been completely and fully resolved, whichever occurs later. 17.1.1 The OWNER shall have the exclusive right to examine the records of the CONTRACTOR. The term "records"as referred to herein shall include any and all information, materials and data of every kind and character, including without limitation records, books, papers, documents, contracts, schedules, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers and memoranda, and any and all other agreements, sources of information and matters that may, in the OWNER's judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any contract document. Such records shall include(hard copy, as well as computer-readable data if it can be made available),written policies and procedures, time sheets, payroll registers, cancelled checks, personnel file data, correspondence, general ledger entries, and any other record in the CONTRACTOR's possession which may have a bearing on matters of interest to the OWNER in connection with the CONTRACTOR's dealings with the OWNER (all of the foregoing are hereinafter referred to as "records"). In addition, the CONTRACTOR shall permit interviews of employees as well as agents, representatives, vendors, subcontractors and other third parties paid by the CONTRACTOR to the extent necessary to adequately permit evaluation and verification of the following: a) The CONTRACTOR's compliance with contract requirements; 00700 06-2025 Page 41 General Conditions b) The CONTRACTOR's compliance with the OWNER'S business ethics policies; and c) If necessary, the extent of the Work performed by the CONTRACTOR at the time of contract termination. 17.1.2 The CONTRACTOR shall require all payees (examples of payees include subcontractors, insurance agents, material suppliers, etc.)to comply with the provisions of this Article 17 by securing the requirements hereof in a written agreement between the CONTRACTOR and payee. Such requirements include a flow-down right of audit provision in contracts with payees that also apply to subcontractors and sub-subcontractors, material suppliers, etc. The CONTRACTOR shall cooperate fully and shall require Related Parties and all of the CONTRACTOR's subcontractors to cooperate fully in furnishing or in making available to the OWNER from time to time whenever requested, in an expeditious manner, any and all such information, materials, and data. 17.1.3 The OWNER's authorized representative or designee shall have reasonable access to the CONTRACTOR's facilities, shall be allowed to interview all current or former employees to discuss matters pertinent to the performance of this Agreement, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with this Article 17. 17.1.4 If an audit inspection or examination in accordance with this Article 17 discloses overpricing or overcharges of any nature by the CONTRACTOR to the OWNER in excess of one-half of one percent (.5%) of the total contract billings, then the reasonable actual cost of the OWNER's audit shall be reimbursed to the OWNER by the CONTRACTOR. Any adjustments and/or payments, which must be made as a result of any such audit or inspection of the CONTRACTOR's invoices and/or records, shall be made within a reasonable amount of time (not to exceed 90 days) from presentation of the OWNER's findings to the CONTRACTOR. 17.1.5 The CONTRACTOR shall take reasonable actions to prevent any actions or conditions which could result in a conflict with the OWNER's best interests. These obligations shall apply to the activities of the CONTRACTOR's employees, agents, subcontractors, etc. in their dealings and relations with the OWNER's current and former employees and their relatives. For example, the CONTRACTOR's employees, agents or subcontractors should not make or provide to be made any employment, gifts, extravagant entertainment, payments, loans or other considerations to the OWNER's representatives, employees or their relatives. 17.1.6 It is also understood and agreed by the CONTRACTOR that any solicitation of gifts or any other item of value by anyone representing the OWNER is to be reported within two (2) business working days to the OWNER at the following telephone number: 512-218-5401. Failure to report any such solicitations or offers shall be deemed a material breach of contract entitling the OWNER to pursue damages resulting from the failure to comply with this provision. ARTICLE 18— MISCELLANEOUS 18.1 Venue: In the event of any suit at law or in equity involving the Contract, venue shall be in Williamson County, Texas and the laws of the state of Texas shall apply to Contract interpretation and enforcement. 18.2 Extent of Agreement: This Contract represents the entire and integrated agreement between the OWNER and the CONTRACTOR and supersedes all prior negotiations, representations or agreements, either written or oral. 18.3 Cumulative Remedies: The rights and remedies available to the parties are not to be construed in any way as a limitation of any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, by special warranty or guarantees or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. 00700 06-2025 Page 42 General Conditions 18.4 Severability: If any word, phrase, clause, sentence or provision of the Contract, or the application of same to any person or set of circumstances is for any reason held to be unconstitutional, invalid or unenforceable, that finding shall only effect such word, phrase, clause, sentence or provision, and such finding shall not effect the remaining portions of this Contract; this being the intent of the parties in entering into the Contract; and all provisions of the Contract are declared to be severable for this purpose. 18.5 Independent Contractor The Contract shall not be construed as creating an employer/employee relationship, a partnership, or a joint venture. The CONTRACTOR's services shall be those of an independent contractor. The CONTRACTOR agrees and understands that the Contract does not grant any rights or privileges established for employees of the OWNER. 18.6 Prohibition of Gratuities The OWNER may, by Written Notice to the CONTRACTOR, terminate the Contract without liability if is determined by the OWNER that gratuities were offered or given by the CONTRACTOR or any agent or representative of the CONTRACTOR to any officer or employee of the OWNER with a view toward securing the Contract or securing favorable treatment with respect to the awarding or amending or the making of any determinations with respect to the performing of such Contract. In the event the Contract is terminated by the OWNER pursuant to this provision, the OWNER shall be entitled, in addition to any other rights and remedies, to recover or withhold the amount of the cost incurred by the CONTRACTOR in providing such gratuities. 18.7 Prohibition Against Personal Interest in Contracts No officer, employee, independent consultant, or elected official of the OWNER who is involved in the development, evaluation, or decision-making process of the performance of any solicitation shall have a financial interest, direct or indirect, in the Contract resulting from that solicitation. Any violation of this provision, with the knowledge, expressed or implied, of the CONTRACTOR shall render the Contract voidable by the OWNER. End of General Conditions 00700 06-2025 Page 43 General Conditions 00800 SUPPLEMENTAL GENERAL CONDITIONS City of Round Rock Contract Forms Supplemental General Conditions Section 00800 SUPPLEMENTAL GENERAL CONDITIONS TO AGREEMENT FOR CONSTRUCTION SERVICES The Supplemental General Conditions contained herein shall amend or supplement the General Conditions, Section 00700. ARTICLE 1 -DEFINITIONS 1.16 Engineer/Architect(E/A): Add the following: Name (Representative): Patricia Hunt Firm: McKinney York Architects Address: 1301 E 7th St City, State, Zip: Austin,TX 78702 Telephone: 512-852-0283 Facsimile: Email: phunt@mckinneyyork.com 1.27 Owner's Representative: Add the following: Name: Hayden SchillerTitle: Project Manager Address: 212 Commerce Blvd City, State, Zip: Round Rock,TX 78664 Telephone. 7373296596 Facsimile: Email: pschiller@roundrocktexas.gov ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES 6.18 Liquidated Damages Add the following: 1. CONTRACTOR SHALL PAY LIQUIDATED DAMAGES IN THE AMOUNT OF Five Thousand AND NO/100 DOLLARS $5,000.00 PER DAY FOR EACH DAY BEYOND THE DATE ESTABLISHED THEREFOR THAT THE CONTRACTOR FAILS TO ACHIEVE SUBSTANTIAL COMPLETION, AND FOR WHICH OWNER IS UNABLE TO UTILIZE THE IMPROVEMENTS AND FACILITIES DUE TO THE FAILURE OF CONTRACTOR TO HAVE ACHIEVED SUBSTANTIAL COMPLETION IN ACCORDANCE WITH THE CONTRACT. END OF SUPPLEMENTAL GENERAL CONDITIONS Page 1 00800 10-2015 Supplemental General Conditions 00090669 00900 SPECIAL CONDITIONS SECTION 01-INFORMATION 01-01 COPIES OF PLANS AND SPECIFICATIONS FURNISHED The Agreement will be prepared in not less than two (2) (original signed) sets. The OWNER will furnish to the CONTRACTOR one (1) copy of conforming Contract Documents and Specifications unless otherwise requested. 01-02 GOVERNING CODES All construction as provided for under the Contract Documents shall be governed by any existing Resolutions, Codes and Ordinances, and any subsequent amendments or revisions thereto as set forth by the OWNER. 01-03 LOCATION The location of work shall be as set forth in the Notice to Bidders and as indicated in the Contract Documents. 01-04 USAGE OF WATER All water used during construction shall be provided by the OWNER and shall be metered. The OWNER shall specify the location from which the CONTRACTOR is to procure water.The CONTRACTOR shall be responsible for obtaining a bulk water permit from the OWNER and providing all apparatus necessary for procuring,storing, transporting and using water during construction.The CONTRACTOR shall strive to use no more water than reasonable to perform the work associated with this Contract and shall avoid waste.The CONTRACTOR will be required to pay for all water used if it is found that waste is occurring during construction. SECTION 02-SPECIAL CONSIDERATIONS 02-01 CROSSING UTILITIES Prior to commencing the Work associated with this Contract, it shall be the CONTRACTOR's responsibility to make arrangements with the owners of utility companies to uncover their particular utility lines or otherwise confirm their location. Certain utility companies perform such services at their own expense,however,where such is not the case,the CONTRACTOR will cause such work to be done at his own expense. 02-02 UTILITY SERVICES FOR CONSTRUCTION The CONTRACTOR will be responsible for providing its own utility services while performing the Work associated with this Contract. Provision of said utility services shall be subsidiary to the various bid items and no additional payment will be made for this item. 00900-4-2025 Page 1 Special Conditions 4839-3043-5583 02-03 WAGE RATES Wage Rates(Information From Chapter 2258,Texas Government Code Title 10) 2288.021. Duty of Government Entity to Pay Prevailing Wage Rates a. The State or any political subdivision of the State shall pay a worker employed by it or on behalf of it: (1) not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the work is performed;and (2) not less than the general prevailing rate of per diem wages for legal holiday and overtime work. b. Subsection(a)does not apply to maintenance work. C. A worker is employed on a public work for the purposes of this section if a Contractor or Subcontractor in the execution of a contract for the public work with the State,a political subdivision of the State or any officer or public body of the State or a political subdivision of the State, employs the worker. 2258.023. Prevailing Wage Rates to be Paid by Contractor and Subcontractor; Penalty a. The contractor who is awarded a contract by a public body,or a Subcontractor of the Contractor, shall pay not less than the rates determined under Section 2258.022 to a worker employed by it in the execution of the contract. b. A Contractor or Subcontractor who violates this section shall pay to the state or a political subdivision of the state on whose behalf the contract is made,$60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract.A public body awarding a contract shall specify this penalty in the contract. C. A contractor or subcontractor does not violate this section if a public body awarding a contract does not determine the prevailing wage rates, and specify the rates in the contract as provided by Section 2258.022. d. The public body shall use any money collected under this section to offset the costs incurred in the administration of this chapter. e. A municipality is entitled to collect a penalty under this section only if the municipality has a population of more than 10,000. 00900-4-2025 Page 2 Special Conditions 4839-3043-5583 2258.051.Duty of Public Body to Hear Complaints and Withhold Payment A public body awarding a contract,and an agent or officer of the public body, shall: 1. take cognizance of complaints of all violations of this chapter committed in the execution of the contract; and 2. withhold money forfeited or required to be withheld under this Chapter from the payments to the Contractor under the contract, except that the public body may not withhold money from other than the final payment without determination by the public body that there is good cause to believe that the Contractor has violated this chapter. Applicable wage rates to be used in Williamson and/or Travis County may be obtained from the U.S. Department of Labor website at the following web addresses: Construction Types: Heavy (Sewer/Water Treating Plant and Sewer/Incidental to Highway) http://www.wdol.gov/wdol/scafiles/davisbacon/TX33.dvb?v--O Construction Types: Heavy and Highway http://www.wdol.gov/wdol/scafiles/davisbacon/TX16.dvb?v--O Construction Type: Building http://www.wdol.gov/wdol/scafiles/davisbacon/TX76.dvb?v--l. 02-04 LIMIT OF FINANCIAL RESOURCES The OWNER has a limited amount of financial resources committed to this Project; therefore, it shall be understood by all bidders that the OWNER may be required to change and/or delete any items which it may feel is necessary to accomplish all or part of the scope of work within its limit of financial resources. CONTRACTOR shall be entitled to no claim for damages or anticipated profits on any portion of work that may be omitted. At any time during the duration of this contract,the OWNER reserves the right to omit any work from this contract.Unit prices for all items previously approved in this contract shall be used to delete or add work per change order. 02-05 LIMITS OF WORK AND PAYMENT It shall be the obligation of the CONTRACTOR to complete all work included in this Contract, so authorized by the OWNER, as described in the contract documents and technical specifications.All items of work not specifically paid for in the bid proposal shall be included in the unit price bids. Any question arising as to the limits of work shall be left up to the interpretation of the E/A. 00900-4-2025 Page 3 Special Conditions 4839-3043-5583 02-06 LAND FOR WORK OWNER provides, as indicated on Drawings, land upon which work is to be done, right-of-way for access to same and such other lands that are designated for the use of the CONTRACTOR. CONTRACTOR provides,at his expense and without liability of OWNER, any additional land and access thereto that may be required for his construction operations,temporary construction facilities, or for storage of materials. 02-07 DEVIATIONS OCCASIONED BY UTILITY STRUCTURES Whenever existing utilities, not indicated on the Drawings, present obstructions to grade and alignment of proposed improvements immediately notify engineer, who without delay, will determine if existing utilities are to be relocated, or grade and alignment of proposed improvements changed. Where necessary to move existing utilities and appurtenances as determined by the E/A, the E/A and CONTRACTOR will make relocation arrangements with the utility owner. The OWNER will not be liable for delay costs or damages due to relocations of utilities which hinder progress of the work. 02-08 CONSTRUCTION STAKING All construction staking required to complete the work associated with this contract shall be provided by the CONTRACTOR. The CONTRACTOR shall be responsible for determining the layout and extent of staking necessary to construct the improvements to the lines and grades shown in the Drawings and such staking shall be satisfactory to the E/A. The CONTRACTOR shall consult with the E/A and Owners Representative in the field for assistance as necessary. Sufficient staking materials and equipment shall be provided by the CONTRACTOR including but not limited to:paint, flagging,laths,hubs,blue tops,nails,hammers,measuring chains or tapes,transits and levels. The CONTRACTOR shall be responsible for setting and marking control and off-set points for measuring distances and angles,for shooting levels,and for any other items pertaining to construction staking. This item shall not be paid for separately and shall be considered subsidiary to other bid items. 00900-4-2025 Page 4 Special Conditions 4839-3043-5583 SECTION 03-ACCESS AND TRAFFIC CONTROL Access shall be provided for the public and emergency vehicles at all possible times. When it becomes necessary to restrict access, the CONTRACTOR shall notify the OWNER and coordinate with the OWNER, all applicable agencies (i.e. Fire Department,E.M.S.,Public Works,etc.),residents, and affected parties.If emergency access is required during the work and such access is being hindered by the work,the CONTRACTOR will suspend the work if necessary,and otherwise endeavor to assist emergency personnel in accessing a location restricted by the work.Unless otherwise approved by the E/A, at the end of each day all lanes of traffic shall be opened to the public. The CONTRACTOR shall ensure compliance at all times with the accepted Traffic Control Plan for the project and shall be responsible for all maintenance, signing and safety precautions necessary for traffic control. These items shall be included in the bid item Traffic Control. 00900-4-2025 Page 5 Special Conditions 4839-3043-5583 SECTION 04-MATERIAL ESCALATION AND DE-ESCALATION CLAUSE In the event of a significant material price increase occurring during the performance of the work, at no fault to the CONTRACTOR or Subcontractor, material price adjustments may be submitted for the OWNER's review and approval by a Change Order,following the correct process set forth in the Contract Documents. In the event of a significant material price decrease occurring during the performance of the work, material price adjustments shall be submitted for the OWNER's review and approval by Change Order, following the correct process set forth in the Contract Documents. A significant increase or decrease in material price is defined as a seven percent(71/o) or more increase or decrease in material price. The following documentation must be presented by the CONTRACTOR to the OWNER as supporting documentation for the Change Order: 1. Quote of material at time of bid or proposal with required length of time per bidding documents that quote was held. 2. Bid Forms and/or verification of the amount the CONTRACTOR or Subcontractor carried in bid for material escalation, contingency, and/or an allowance applicable to material cost increases or decreases, including CONTRACTOR's or Subcontractor's bid with breakdown of labor, materials, and markup. 3. Revised quote at time of purchase and/or actual receipt of purchase of material. 4. Documentation of reasons for the cost increase or decrease, such as enacted tariff and/or imposed federal tax, including correspondence between vendor and CONTRACTOR or Subcontractor. 5. Material Escalation/De-Escalation Cost Form provided by the OWNER. The OWNER will not review or approve any material price increase submitted by the CONTRACTOR if not all documentation described above is submitted to the OWNER.The OWNER reserves the right to audit the work as set forth in the Contract Documents, and this right shall extend to this Material Escalation/De-Escalation Clause. Any overages for material(s) discovered through an audit shall be credits to the OWNER. 00900-4-2025 Page 6 Special Conditions 4839-3043-5583 01000 TECHNICAL SPECIFICATIONS ITEM 1 GENERAL DESCRIPTION 1.01 SCOPE OF WORK The Work covered by these Specifications consists of furnishing all labor, equipment, appliances, materials and performing all operations in connection with the inspection and testing, complete in accordance with the Plans, and subject to the terms and conditions of the Contract Documents. 1.02 GOVERNING TECHNICAL SPECIFICATIONS STREET,WATER, SEWER AND DRAINAGE IMPROVEMENTS The Round Rock Standard Specification Criteria Manual is hereby referred to and included in this contract as fully and to the same extent as if copied at length herein, and shall be applied to this project unless modified elsewhere as discussed below. The aforementioned Criteria Manual is the"Standard Specifications"section of the City of Round Rock Design and Construction Standards. The Standard Specifications may be accessed from the City of Round Rock website (www.roundrocktexas.govl at the following web address: www.roundrocktexas.gov/dacs. Any adjustments,alterations,or additional information regarding Governing Technical Specifications are contained in the Plans (Drawings), Details and Notes described in Section 02000 of the Project Manual or are included in Attachment A at the end of this Technical Specifications Section. ITEM 2 CONTROL OF WORK 2.01 CLEAN-UP 2.01.1 CONSTRUCTION SITE During construction, the CONTRACTOR shall keep the site free and clean from all rubbish and debris and shall clean-up the site promptly when notified to do so by the E/A. The CONTRACTOR shall,at its own expense,maintain the streets and roads free from dust, mud, excess earth or debris which constitutes a nuisance or danger to the public using the thoroughfare,or the occupants of adjacent properties. Care shall be taken to prevent spillage on streets and roads over which hauling is done, and any such spillage or debris deposited on streets, due to the CONTRACTOR's operations, shall be immediately removed. Page 1 01000-4-2020 Technical Specifications 00443645 2.01.2 BACKWORK The CONTRACTOR shall coordinate his operations in such a manner as to prevent the amount of clean-up and completion of back works from becoming excessive. Should such a condition exist,the E/A may order all or portions of the work to cease and refuse to allow any work to commence until the back work is done to the E/A's satisfaction. 2.02 GRADING The CONTRACTOR shall do such grading in and adjacent to the construction area associated with this contract as may be necessary to leave such areas in a neat and satisfactory condition approved by the E/A. ITEM 3 EXAMINATION AND REVIEW 3.01 EXAMINATION OF WORK The work covered under this Contract shall be examined and reviewed by the E/A, representatives of all governmental entities which have jurisdiction, and the Owner's Representative. The quality of material and the quality of installation of the improvements shall be to the satisfaction of the E/A. It shall be the CONTRACTOR's responsibility for the construction methods and safety precautions in the undertaking of this Contract. 3.02 NOTIFICATION The E/A and the OWNER must be notified a minimum of 24-hours in advance of beginning construction,testing,or requiring presence of the E/A,Owner's or Owner's Representative. 3.03 CONSTRUCTION STAKING The E/A shall furnish the CONTRACTOR reference points and benchmarks that, in the E/A's opinion, provide sufficient information for the CONTRACTOR to perform construction staking. 3.04 PROTECTION OF STAKES,MARKS,ETC. All engineering and surveyor's stakes,marks,property comers, etc., shall be carefully preserved by the CONTRACTOR, and in case of destruction or removal during the course of this project, such stakes, marks, property comers, etc., shall be replaced by the CONTRACTOR at the CONTRACTOR's sole expense. Page 2 01000-4-2020 Technical Specifications 00443645 ITEM 4 PROTECTION AND PRECAUTION 4.01 WORK IN FREEZING WEATHER Portions of the work may continue as directed by the E/A. 4.02 PROTECTION OF TREES,PLANTS AND SHRUBS The CONTRACTOR shall take necessary precautions to preserve all existing trees, plants and shrubs but where it is justifiable and necessary the CONTRACTOR may remove trees and plants for construction right-of-way but only with approval of the E/A. 4.03 TRAFFIC CONTROL MEASURES AND BARRICADES Traffic control measures and barricades shall be installed in accordance with the Texas Manual of Uniform Traffic Control Devices and in other locations deemed necessary by the E/A, for the protection life and property. Under no circumstances will any existing road be permitted to remain closed over a weekend. No separate pay will be made for this item. Costs for this item shall be subsidiary to other items of work. 4.04 PROPERTY LINES AND MONUMENTS The CONTRACTOR shall be responsible for the protection,reference and resetting of property comer monuments if disturbed. 4.05 DISPOSAL OF SURPLUS MATERIAL The CONTRACTOR shall at his own expense, make arrangement for the disposal of surplus material, such as rock,trees,brush and other unwanted backfill materials. 4.06 CONTRACTOR'S USE OF PREMISES The Contractor shall,at his own expense,provide additional space as necessary for his operations and storage of materials. ITEM 5 MATERIALS 5.01 TRADE NAMES Except as specified otherwise, wherever in the specifications an article or class of material is designated by a trade name or by the name or catalog number of any maker, patentee,manufacturer,or dealer,such designations shall be taken as intending to mean and specify the articles described or another equal thereto in quality, finish, and serviceability for the purpose intended, as may be determined and judged by the E/A in his sole discretion. 5.02 MATERIALS AND WORKMANSHIP No material which has been used by the CONTRACTOR for any temporary purpose whatever is to be incorporated in the permanent structure without the written consent of the E/A. Where materials or equipment are specified by a trade or brand name, it is not the intention of the OWNER to discriminate against an equal product of another Page 3 01000-4-2020 Technical Specifications 00443645 manufacturer, but rather to set a definite standard of quality for performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper" or"equal to"are used,they shall be understood to mean that the item referred to shall be "proper",the "equivalent" of, or"equal to" some other item, in the opinion or judgment of the E/A. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications in connection with a material, manufactured article or process, the material, article or process specifically designated shall be used, unless a substitute is approved in writing by the E/A, and the E/A will have the right to require the use of such specifically designated material, article or process. Page 4 01000-4-2020 Technical Specifications 00443645 02000 PLANS, DETAILS AND NOTES If applicable, insert reference(s) to project plans; details; and notes 1.) COMcheck 2.) Geotechnical Final Report: FINAL_10062025_AC255022_GeoReport 3.) Geotechnical Supplemental Letter#1: AC255022_SupplementalPavementLetter 4.) McKinney York Architects Construction Documents IFB 5.) 2P Engineering Civil Construction Documents IFB Round Rock Fire Station 11 Geotechnical Engineering Report Round Rock, Texas October 2, 2025 1 Terracon Project No. AC255022 Prepared for: City of Round Rock 212 Commerce Boulevard Round Rock, Texas 78664 rracon Explore with us Nationwide • Facilities • Environmental ■ Geotechnical Tarrnrnn rnm _ Terracon 800 Paloma Drive, Suite 160 Round Rock, TX 78665 P (512) 628-8600 Terracon.com October 2, 2025 City of Round Rock 212 Commerce Boulevard Round Rock, Texas 78664 Attn: Hayden Schiller P: 737-329-6596 E: pschiller@roundrocktexas.gov Re: Geotechnical Engineering Report Round Rock Fire Station 11 SEC of Seton Parkway and University Boulevard Round Rock, Texas Terracon Project No. AC255022 Dear Mr. Schiller: We have completed the scope of Geotechnical Engineering services for the above referenced publicly funded project in general accordance with Terracon Proposal No. PAC255022 Revision 2 dated April 23, 2025. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork, foundations, floor slabs, and pavements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. ��.•���� TBPELS Firm Registration TX-F3272 PtE 4F T£ \\ _/�,',, ,4 f 111 geti j Benchen Zhang Benchen Zhang, P.E. ............................... Senior Staff Engineer fl o •. 152029 (� N SI/ONAI.&G��i Uww� (7aiwes 10/02/2025 Edward E. Jaimes, P.E. Manager Regional Services - Geotechnical Facilities Environmental Geotechnical Materials Geotechnical Engineering Report Round Rock Fire Station 11 i Round Rock, Texas lFrerracon October 2, 2025 1 Terracon Project No. AC255022 Table of Contents Introduction.................................................................................................... 1 ProjectDescription.......................................................................................... 1 SiteConditions................................................................................................ 4 GeotechnicalCharacterization .........................................................................4 Groundwater............................................................................................ 5 SeismicSite Class............................................................................................ 6 GeotechnicalOverview .................................................................................... 6 Earthwork....................................................................................................... 8 SitePreparation........................................................................................ 8 Excavation............................................................................................... 9 Subgrade Preparation................................................................................ 9 Temporary Groundwater Control ................................................................ 11 FillMaterial Types.................................................................................... 12 Fill Placement and Compaction Requirements ............................................... 13 Utility Trench Backfill ............................................................................... 14 Grading and Drainage............................................................................... 15 Earthwork Construction Considerations ....................................................... 16 Construction Observation and Testing .........................................................17 ShallowFoundations ..................................................................................... 18 Footings.................................................................................................18 Footing Design Parameters - Compressive Loads ..........................................18 Footing Design Parameters - Overturning and Uplift Loads.............................19 Slab on Grade Foundations........................................................................20 Shallow Foundation Construction Considerations...........................................22 FloorSlabs.................................................................................................... 22 Floor Slab Design Parameters ....................................................................23 Floor Slab Construction Considerations........................................................23 LateralEarth Pressures ................................................................................. 24 DesignParameters...................................................................................24 Subsurface Drainage for Retaining Walls......................................................26 Pavements .................................................................................................... 27 General Pavement Comments ....................................................................27 Pavement Section Thicknesses...................................................................27 Pavement Materials..................................................................................29 Pavement Drainage..................................................................................30 Pavement Maintenance .............................................................................31 GeneralComments ........................................................................................ 32 Facilities I Environmental I Geotechnical I Materials i Geotechnical Engineering Report ■T, Round Rock Fire Station 11 1 Round Rock, Texas erraeon October 2, 2025 1 Terracon Project No. AC255022 Figures GeoModel Attachments Exploration and Testing Procedures Site Location and Exploration Plans Exploration and Laboratory Results Supporting Information Note: This report was also delivered in a web-based format. Blue Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the lirerracon logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. Refer to each individual Attachment for a listing of contents. Facilities I Environmental I Geotechnical I Materials ii Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas r ierracon October 2, 2025 1 Terracon Project No. AC255022 Introduction This report presents the results of our subsurface exploration and Geotechnical Engineering services performed for the proposed Round Rock Fire Station 11 to be located at SEC of Seton Parkway and University Boulevard in Round Rock, Texas. The purpose of these services was to provide information and geotechnical engineering recommendations related to: ■ Subsurface soil and rock conditions ■ Groundwater conditions ■ Seismic site classification per IBC ■ Site preparation and earthwork ■ Dewatering considerations ■ Foundation design and construction ■ Floor slab design and construction ■ Lateral earth pressures • Pavement design and construction The geotechnical engineering Scope of Services for this project included the advancement of test borings, laboratory testing, engineering analysis, and preparation of this report. Drawings showing the site and boring locations are shown on the Site Location and Exploration Plan, respectively. The results of the laboratory testing performed on soil samples obtained from the site during our field exploration are included on the boring logs and/or as separate graphs in Exploration and Laboratory Results. Project Description Our initial understanding of the project was provided in our proposal and was discussed during project planning. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows: Facilities I Environmental I Geotechnical I Materials 1 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Terracon October 2, 2025 1 Terracon Project No. AC255022 Item Description The following project information has been provided by the client for Terracon to prepare this report: ■ Site Plan and Grading Plan, Fire Station Site Development Improvements, prepared by 2P Consultants dated September 18, 2025 ■ Topographic Survey, Lot 1, Block A, Seton Network Subdivision, prepared by CDS Professional Land Surveying dated April 28, 2025 ■ Anticipated structural loads of the proposed fire station Information Provided building provided by McKinney York Architects via an email dated August 12, 2025 ■ City of Round Rock Standard Specifications, Item No. RR 201, Subgrade Preparation ■ Traffic load information at the fire station provided by the City of Round Rock via an email on September 23, 2025 After submission of the draft geotechnical engineering report on September 15, 2025, we have received review comments from the City of Round Rock, project civil engineer, structural engineer, and architect for us to revise and finalize the report. Project The project includes the development of City of Round Rock Fire Description Station #11 and associated parking and driveway areas. The project includes the construction of the following: ■ A single-story fire station building with a footprint of Proposed N15,000 square feet Structure ■ A retaining wall to the north of the building ■ Pavements of parking and driveway areas We understand that the fire station building is expected to be Building constructed using steel framing, Concrete Masonry Units (CMU), Construction and Cold-Formed Metal Framing (CFMF) load-bearing elements. A stiffened, rebar reinforced slab-on-grade foundation system is expected to be used to support the fire station building. The finished floor elevation (FFE) of the fire station building is expected to be 793.15 feet. Based on the topographic map Finished Floor provided, we estimate that up to about 9 feet of fill at the north Elevation side of the building and up to about 4 feet of cut at the south side of the building are required to achieve the FFE within the building area. Facilities I Environmental I Geotechnical I Materials Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ,r ierracon October 2, 2025 1 Terracon Project No. AC255022 Item Description Anticipated structural loads of the proposed fire station building are as follows: Anticipated ■ Columns: 60 kips Structural Loads ■ Walls: 2.5 kips per linear foot (klf) ■ Slab: 250 per square foot (psf); Additional point loads from the fire trucks are anticipated for the slabs in the apparatus bay Based on the grading plan provided to us, up to about 9 feet of Grading fill at the north side of the site and up to about 6 feet of cut at the south side of the site are anticipated to achieve the final grades. Below-Grade None anticipated. Structures We understand that an approximately 85 foot long retaining wall is planned at the north side of the building. Based on the Free-Standing grading plan provided to us, final grades near the bottom and Retaining Walls top of the wall face are at approximate elevations of 783 feet and 792 feet, respectively. The existing grades along the retaining wall alignment range from about 783 to 783.5 feet so the retaining wall will primarily function to retain fill. We understand that both asphalt and concrete pavements are being considered for this project. For concrete pavements (PCC), we assumed traffic would consist of the following American Concrete Institute (ACI) categories: ■ Category B: Entrance and truck service lanes, up to 10 trucks per day ■ Category E: Fire engine lanes; —20 calls per day and a 76,000 pound fire engine We understand that the heaviest fire apparatus at the fire Pavements station has a gross weight of about 76,000 lbs. The apparatus typically leaves and returns to the fire station about 20 times within a 24-hour period. For asphalt pavements (HMAC), we assumed traffic would consist of the following National Association of Pavement Asphalt (NAPA) classes: ■ Class I: Parking stalls for autos and pickup trucks ■ Class II: Traffic consisting of delivery trucks and trash pickup A pavement analysis period of 20 years was used. Facilities I Environmental I Geotechnical I Materials 3 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Perracon October 2, 2025 1 Terracon Project No. AC255022 Building Code 2015 IBC Terracon should be notified if any of the above information is inconsistent with the planned construction, especially the grading limits, as modifications to our recommendations may be necessary. Site Conditions The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Description The project site is an approximately 2.45-acre tract of land located at the SEC of Seton Parkway and University Boulevard in Parcel Round Rock, Texas. Information Latitude/Longitude (approximate): 30.57090N, 97.6522°W See Site Location. During our field exploration, the site appeared to be undeveloped. An existing stormwater pond was situated Existing immediately to the north side of the site. Improvements Based on the provided site plan, a 30-foot-wide Texas Power and Light Company easement runs east-west along the southern boundary of the proposed development. Current Ground Earthen (soils, weeds, and grass) and lightly-vegetated with Cover trees and brush. Based on the provided topographic map, the existing ground Existing surface within the proposed development generally slopes Topography downward at about 5-6% from a high elevation of about 800 feet at the south side to a low elevation of about 782 feet at the north side. Geotechnical Characterization We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of the site. Conditions observed at each Facilities 1 Environmental I Geotechnical 1 Material-, 4 Geotechnical Engineering Report W, Round Rock Fire Station 11 i Round Rock, Texas r lerracon October 2, 2025 1 Terracon Project No. AC255022 exploration point are indicated on the individual logs. The individual logs can be found in Exploration and Laboratory Results and the GeoModel can be found in Figures. As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel. Throughout this report, the terms GeoModel Layer and Stratum are synonymous and used interchangeably. Model Layer Name General Description Layer 1 Upper High Dark brown to brown fat clay (CH) to lean clay Plasticity Soils (CL) Light brown to brown lean clay with sand and 2 Variable Plasticity gravel (CL) to clayey gravel with sand (GC) to Soils clayey sand with gravel (SC) with limestone fragments and seams 3 Lower High Brown to gray to dark gray fat clay (CH) to fat Plasticity Soils clay with sand (CH) 4 Limestone Limestone (Buda Formation) Groundwater The borings were advanced using solid-stem augers and air rotary coring methods that allow short-term groundwater observations to be made during our field exploration. Groundwater was observed within the maximum drilling depth only at Borings B-2 and B-4 at the time of our field exploration. The water levels observed in the boreholes can be found on the boring logs in Exploration and Laboratory Results, and are summarized in the table below. While Drilling N24 Hours after Completion Boring Date of of Drilling Number Drilling Depth Elevation Depth Elevation (feet) ' (feet) 2 (feet) ' (feet) 2 B-2 8/14/2025 18.0 778.0 11.5 784.5 B-4 8/14/2025 Not Encountered 14.6 786.4 1. Approximate depth to groundwater below ground surface. 2. Approximate elevation of groundwater interpreted from the topographic map provided to us. Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas to ierracon October 2, 2025 1 Terracon Project No. AC255022 Due to the low permeability of the soils encountered in the borings, a relatively long period may be necessary for a groundwater level to develop and stabilize in a borehole. Long term observations (which were outside the scope of services for this project) in piezometers sealed from the influence of surface water are often required to define groundwater levels in materials of this type. Please contact us if this is desired. Groundwater conditions should be evaluated immediately prior to construction. Groundwater conditions may change because of seasonal variations in rainfall, construction activities, and other conditions not apparent at the time of drilling, therefore groundwater conditions may be different at the time of construction. Based on the groundwater readings recorded at this site, the possibility of groundwater should be considered when developing the design and construction plans for the project. Seismic Site Class The seismic design requirements for buildings and other structures are based on Seismic Design Category. Site Classification is required to determine the Seismic Design Category for a structure. The Site Classification is based on the upper 100 feet of the site profile defined by a weighted average value of either shear wave velocity, standard penetration resistance, or undrained shear strength in accordance with Section 20.4 of ASCE 7 and the International Building Code (IBC). Based on the soil and rock properties observed at the site and as described on the exploration logs and results, our professional opinion is that a Seismic Site Classification of D may be considered for the project. Subsurface explorations at this site were extended to a maximum depth of 25 feet. The site properties below the boring depth to 100 feet were estimated based on our experience and knowledge of geologic conditions of the general area. Additional deeper borings or geophysical testing may be performed to confirm the conditions below the current boring depth. Geotechnical Overview The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings, provided that the recommendations provided in this report are implemented in the design and construction phases of this project. The subsurface materials generally consisted of clay with varying amounts of sand and gravel underlain by Buda Formation limestone extending to the maximum depth of the borings. Groundwater was encountered within the maximum depths of exploration only at borings B-2 and B-4 during our field exploration. The near surface, stiff to hard high plasticity fat clay and medium plasticity lean clay could become problematic with typical earthwork and construction traffic, especially Facilities I Environmental 1 Geotechnical Geotechnical Engineering Report �. Round Rock Fire Station 11 i Round Rock, Texas r ierracon October 2, 2025 1 Terracon Project No. AC255022 after precipitation events. The effective drainage should be completed early in the construction sequence and maintained after construction to avoid potential issues. Additional site preparation recommendations, including subgrade improvement and fill placement, are provided in the Earthwork section. Based on our test borings, highly to very highly expansive soils that exhibit a potential for volumetric change during moisture variations are present at this site. These subgrade soils may experience expansion and contraction during the life of the structure. Based on existing grades and dry conditions, the soils at this site could exhibit a Potential Vertical Rise (PVR) of up to about 51/2 inches, as estimated by the TxDOT Method 124-E. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed, some movement and (at least minor) cracking in the structure should be anticipated. The severity of cracking and other damage such as uneven floor slabs will probably increase if modification of the site results in excessive wetting or drying of the expansive soils. Eliminating the risk of movement and distress may not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction. Based on the conditions encountered and estimated load-settlement relationships, the proposed structures can be supported on conventional continuous or spread footings. The Shallow Foundations section addresses support of the building on footings/monolithic slab-on-grade directly bearing on select structural fill. Grading for the proposed foundations should incorporate the limits of the foundations plus a lateral distance of at least 5 feet beyond the outside edge of footings, where space is available. The Floor Slabs and Earthwork sections addresses slab-on-grade support of the structures using overexcavation techniques. Our opinion of pavement section thicknesses has been developed based on our understanding of the intended use, assumed traffic, and subgrade preparation recommended herein using methodology contained in ACI 330 "Guide to Design and Construction of Concrete Parking Lots" / NAPA IS-109 "Design of Hot Mix Asphalt Pavements" and adjusted with consideration to local practice. The Pavements section includes minimum pavement component thickness. The recommendations contained in this report are based upon the results of field and laboratory testing (presented in the Exploration and Laboratory Results), engineering analyses, and our current understanding of the proposed project. The General Comments section provides an understanding of the report limitations. Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ,� ierracon October 2, 2025 1 Terracon Project No. AC255022 Earthwork Earthwork is anticipated to include clearing and grubbing, excavations, and engineered fill placement. The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria, as necessary, to render the site in the state considered in our geotechnical engineering evaluation for construction of foundations, floor slabs, pavements, and general site improvements. Site Preparation Prior to placing fill, existing vegetation, topsoil, loose soil, and root mats should be removed. Complete stripping of these materials should be performed in the proposed building/structure and pavement areas. Trees are located within or near the footprint of the proposed building, which will require removal at the onset of construction. Tree root systems can remove substantial moisture from surrounding soils. Where trees are removed, the full root ball and all associated dry and desiccated soils should be removed. The soil materials which contain less than 5 percent organics can be reused as engineered fill provided the material is moisture conditioned and properly compacted as recommended in this report. Tree root systems can extract significant amounts of moisture from adjacent soils, potentially leading to increased risks of moisture variability and resulting pavement distress. The impact zone associated with trees generally corresponds to the lateral reach of their root systems. Pavements constructed over or in proximity to tree roots may experience cracking (e.g., longitudinal and/or concentric cracks) and settlement (e.g., depressions and low spots) due to shrink/swell of the soils caused by fluctuations in soil moisture levels. Where fill is placed on existing slopes steeper than 5H: 1V, benches should be cut into the existing slopes prior to fill placement. The benches should have a minimum vertical face height of 1 foot and a maximum vertical face height of 3 feet and should be cut wide enough to accommodate the compaction equipment. This benching will help provide a positive bond between the fill and in-situ soils and reduce the possibility of failure along the fill/in-situ soil interface. As an alternative to benching, a 'keyed-in toe" could be considered. The keyed-in toe should consist of a minimum 12-foot-wide section excavated into the subgrade such that a horizontal working surface is attained for compaction of the first embankment lift. Successive lifts should remain horizontal and not tend to follow the slope of the natural subgrade. Facilities I Environmental 1 Geotechnical I Materia' Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas lFrermcon October 2, 2025 1 Terracon Project No. AC255022 Although no evidence of fill or underground facilities (such as septic tanks, cesspools, basements, and utilities) was observed during the exploration and site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed, and the excavation thoroughly cleaned prior to backfill placement and/or construction. Excavation We anticipate that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. The bottom of excavations should be thoroughly cleaned of loose soils and disturbed materials prior to backfill placement and/or construction. Subgrade Preparation The exposed final subgrade (including the excavation required for the building pad) in all construction areas (can be omitted in landscaping areas) should be proof rolled with an adequately loaded vehicle such as a 20-ton pneumatic roller, a fully loaded tandem-axle dump truck or similar vehicle. The proof rolling should be performed under the observation of the Geotechnical Engineer or representative. Areas excessively deflecting under the proof roll should be delineated and subsequently addressed. Excessively wet or dry material should either be removed, or moisture conditioned and recompacted. After proofrolling and just prior to placement of fill, the exposed subgrade in all construction areas (may be omitted in landscaping areas) should be evaluated for moisture and density through field density testing. If the moisture and/or density testing results do not meet the moisture and density requirements below, the subgrade should be scarified to the full depth of the unstable in-situ material or to a minimum depth of 8 inches, whichever is greater, moisture conditioned and compacted as per the fill compaction requirements in Fill Placement and Compaction Requirements. Compacted select/structural fill and pavement fill soils should then be placed to the proposed design grade and the moisture content and compaction of the soils should be maintained until foundation, floor slabs, and/or pavement construction. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively workable; however, the workability of the subgrade may be affected by precipitation, repetitive construction traffic, or other factors. If unworkable conditions develop, workability may be improved by scarifying and drying. Facilities I Environmental I Geotechnical I Materials 9 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas lFrerracon October 2, 2025 1 Terracon Project No. AC255022 Subgrade Preparation for Proposed Building Based on information provided to us, we understand that an FFE of 793.15 feet is planned for the proposed building. Existing grades at the time of our report in the structural area range from about 784 feet to 797 feet. If the FFE changes, Terracon should be notified to review and modify or verify recommendations in writing. In order to reduce PVR to about 314-inch, we recommend that the on-site soils be excavated to an elevation of 782 feet. The excavated soils must then be replaced with properly compacted select fill, up to finished grades. All fill within building area must be select fill. The above subgrade preparation recommendations should be applied to an area extending a minimum of 5 feet outside of building areas including attached walkways and any other architectural members. We suggest the use of crushed limestone base in the upper 6 inches of the select fill pad from a standpoint of construction access during wet weather, as well as from a standpoint of floor slab support. For any movement-sensitive flatwork (sidewalk, ramps, etc.) outside of the building area, subgrade preparation as discussed above should be considered to reduce differential movements between the flatwork and the adjacent building. If subgrade preparation as given above for building areas is not implemented in the exterior flatwork areas, those areas may be susceptible to post-construction movements in excess of that given above. The potential movement values indicated are based upon moisture variations in the subgrade due to circumstances such as moisture increases due to rainfall and loss due to evapotranspiration. In circumstances where significant water infiltration beneath the floor slab occurs (such as a leaking utility line or water seepage from outside the buildings resulting from poor drainage), movements in isolated floor slab areas could potentially be in excess of those indicated in this report. The post-construction performance of the foundation will likely be influenced more by post-construction volumetric changes of the subgrade due to in-situ moisture variations than upon settlement due to foundation loads. Settlement response of select fill supported slabs will be influenced as much by the quality of construction and fill placements as by soil-structure interaction. Therefore, it is essential that the recommendations for foundation construction be strictly followed during the construction phases of the building pad and foundation. Subgrade Preparation for Retaining Wall Removal and replacement of existing on-site soils with properly compacted select fill beneath the wall footings is recommended to reduce the potential vertical movements of Facilities I Environmental I Geotechnical I Materials 10 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas �,r ierracon October 2, 2025 1 Terracon Project No. AC255022 the proposed retaining wall. The table below provides various subgrade preparation options with estimated PVR values ranging from 2 to 5 inches. The City should select the desired subgrade preparation option depending on the acceptable level of PVR and provide that decision to the Design/Construction Team. Option No. Select Fill Thickness Beneath Bottom of Estimated PVR Wall Foundation (feet) (inches) A-1 7 2 A-2 5 3 A-3 3 4 A-4 1.5 5 1. As an example, if Option A-1 is selected, we recommend the on-site clay soils be excavated to a depth of 7 feet below the bottom of the wall footing. The excavated material should be replaced with select fill compacted as outlined in this report to provide a 7-foot thick select fill pad beneath the wall footing. 2. We recommend the select fill be provided directly beneath the footing and a lateral distance equal to half the footing width in front of the toe as well as behind the heel. Temporary Groundwater Control As observed during our drilling operations, groundwater seepage may be encountered during construction, particularly following periods of wet weather. Although the subsurface material at the shallower depths of this site primarily consists of clayey soils with low permeability, groundwater seepage traveling along lenses and seams of sands/gravels/rocks within Stratum 2 soils should be expected where excavations extend near or below this stratum during the construction. The volume of water entering the excavations will vary with rainfall conditions before and during construction. If the subgrade preparation recommendations for the proposed building and retaining wall in this report are followed, we anticipate that the bottoms of temporary excavations may extend below the groundwater levels observed during our field exploration (as tabulated in Geotechnical Characterization). The following may be considered for dewatering and stabilization measures based on our local experience to control groundwater seepage and stormwater runoff within the temporary excavations: ■ Installation of perimeter gravel-packed drains along the bottom edges of the excavation, sloping toward common sump areas for groundwater collection and removal by pumping. ■ Placement of drain laterals across the excavation bottom floor to prevent isolated water pockets or perched seepage from developing in localized areas Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 ( Round Rock, Texas Wrerracon October 2, 2025 1 Terracon Project No. AC255022 ■ Stabilizing wet, soft soil zones with "bull rock". This method involves placing coarse, angular rock fragments (typically 3 to 5 inches in diameter) in wet soil zones at the excavation bottom to displace and reinforce unstable native subgrade soils. The process enhances subgrade stability beneath the select fill pad. ■ Decisions pertaining to means and methods should be made by the General Contractor. The above are not intended to dictate direction but are typical processes that can be considered. Fill Material Types Engineered fill required to achieve design grade should be classified as select/structural fill or paving/general fill depending on its application. Select/structural fill is material used below or within 5 feet of structures. General fill is material used to achieve grade in non-reinforced earthen slopes, landscaping, or other general (non-structural) areas. Select paving fill is material used to achieve grade in paving areas. Fill soil property requirements for use as general fill, select paving fill and select/structural fill should meet the following property requirements. Regardless of its source, compacted fill should consist of approved materials that are free of organic matter, debris, and other deleterious materials.: Fill Type ' Typical USCS Acceptable Specifications Classification ■ TxDOT Item 247, Type A, Grade 3 or better, OR Select/Structural ■ Crushed concrete (TxDOT Item 247, Fill 2,3 CL, SC, GM, GC Type D, Grade 3 or better), OR ■ Soils with PI < 20, :540% retained on No. 4 sieve, and rocks <_ 4 inches in maximum dimension ■ On-site soils; Rocks <_ 4 inches in General Fill 4 CH, CL, GM, GC, maximum dimension SC ■ Imported soils; PI _< 40 and rocks <_ 4 inches in maximum dimension s CL, CL-ML, ML, SC, • Soils with PI < 20, <_40% retained on Select Paving Fill GM, GC No. 4 sieve, and rocks <_ 4 inches in maximum dimension 1. Select/structural and paving/general fill should consist of approved materials free of organic matter, debris, and other deleterious materials. A sample of Facilities I Environmental I Geotechnical I Materials 12 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Merracon October 2, 2025 1 Terracon Project No. AC255022 Fill Type ' Typical USCS Acceptable Specifications Classification each material type should be submitted to the Geotechnical Engineer for evaluation prior to use on this site. 2. As an alternative to the Acceptable Specifications above, a low plasticity granular material which does not meet the specifications above may be used only if approved by Terracon. 3. Based on the laboratory testing performed during this exploration, the excavated on-site soils are not suitable for re-use as select/structural fill or select paving fill. We do not recommend these soils be considered for re-use as select/structural fill or select paving fill when planning budgets. 4. The on-site soils exhibit high to very high shrink/swell potential. For economic reasons, expansive soils are often used in flatwork areas. The owner should be made aware that the risk exists for future movements of the subgrade soils which may result in movement and/or cracking of flatwork. 5. Material used to raise grades within pavement areas should be select paving fill. All fill material within pavement areas should meet the requirements of select paving fill in this table. Fill Placement and Compaction Requirements Engineered fill should meet the following compaction requirements. Dry Density Water Thickness Material Type Maximum Lift Requirement Content (%) Range (%) <_ 8 inches in >98%Dmax z PI<15 loose thickness N/A Select/Structural when heavy, <_105%Dmax 2 Fill, Moisture self-propelled Conditioned compaction >_98%Dmax 2 Wopt+3% or Building Subgrade, 15:5PI:535 equipment is 2r 2 Select Paving Fill, used <102%Dmax 9 eater Paving Subgrade, 5 6 inches inz PI>35 loose thickness and General Fill >_950/oDmax Wopt+3% or 2 when hand- <_100%Dmax 2 greater guided equipment (i.e., Crushed Limestone Base jumping Jack or >100 / Dmax 3 Wopt f 3 / 3 (beneath pavements) plate compactor) is used Geotechnical Geotechnical Engineering Report ice. Round Rock Fire Station 11 i Round Rock, Texas ierracon October 2, 2025 i Terracon Project No. AC255022 Maximum Lift Dry Density Water Material Type Thickness Requirements Content (%) Range (%) Granular Wall Backfill (SP, SW, See Note Below See Note GP, GW) 12 inches 4 Below 4 1. Where subgrade material is not conducive to laboratory in testing (e.g. solid rock), approval of subgrade shall be based on proof rolling or other information as approved by the Engineer. 2. Maximum dry density (Dmax) and optimum water content (Wopt) of building and pavement subgrade materials should be determined by the TxDOT test method Tex-114-E or Tex-113-E depending on material type. 3. Maximum dry density (Dmax) and optimum water content (Wopt) of flexible base materials should be determined by the TxDOT test method Tex-113-E. 4. For the site retaining wall, granular backfill can be considered. If a free draining granular material is placed, the granular material should be compacted using hand guided equipment. A visual indicator should be placed on the adjacent wall corresponding to the loose lift height. The backfill must then be compacted until no further compaction/densification of the backfill is visually observed. Subsequent lifts can continue thereafter. Utility Trench Backfill Any soft or unsuitable materials encountered at the bottom of utility trench excavations should be removed and replaced with select fill (in building/structural areas), general fill (in non-building/structural areas), or bedding material in accordance with public works specifications for the utility to be supported. This recommendation is particularly applicable to utility work requiring grade control and/or in areas where subsequent grade raising could cause settlement in the subgrade supporting the utility. Trench excavation should not be conducted below a downward 1(H):1(V) projection from foundations without engineering review of shoring requirements and geotechnical observation during construction. On-site soils are considered suitable for backfill of utility and pipe trenches in non- building/structural areas from 1 foot above the top of the pipe to the final ground surface, provided the material is free of organic matter and deleterious substances. Trench backfill should be mechanically placed and compacted as discussed earlier in this report. Compaction of initial lifts should be accomplished with hand-operated tampers or other lightweight compactors. Where trenches are placed in building/structural areas, the backfill should satisfy the engineered select fill requirements discussed in this report. Flooding or jetting for placement and compaction of backfill is not recommended. Facilities I Environmental j Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas �ierracon October 2, 2025 i Terracon Project No. AC255022 For low permeability subgrades, utility trenches are a common source of water infiltration and migration. Utility trenches penetrating beneath the building should be effectively sealed to restrict water intrusion and flow through the trenches, which could migrate below the building. The trench should provide an effective trench plug that extends at least 5 feet from the face of the building exterior. The plug material should consist of cementitious flowable fill or low permeability clay. The trench plug material should be placed to surround the utility line. If used, the clay trench plug material should be placed and compacted to comply with the water content and compaction recommendations for general fill stated previously in this report. If flowable fill is used, it should be in accordance with TxDOT Item 401. Grading and Drainage The performance of the proposed structure will not only be dependent upon the quality of construction, but also upon the stability of the moisture content of the near surface soils. Therefore, we highly recommend that site drainage be developed so that ponding of surface runoff near the structure does not occur. Accumulation of water near the structure may cause significant moisture variations in soils adjacent to the structure, thus increasing the potential for structural distress. All grades must provide effective drainage away from the building during and after construction and should be maintained throughout the life of the structure. Water retained next to the building can result in soil movements greater than those discussed in this report. Greater movements can result in unacceptable differential floor slab and/or foundation movements, cracked slabs and walls, and roof leaks. A concrete apron (i.e., concrete sidewalks/pavements directly abutting the building) around the exterior perimeter of the structure for at least 6 feet (1 foot wider than the select fill overbuild) should be provided. The concrete should be sloped to provide drainage away from the structure and all joints should be sealed. In lieu of concrete aprons, or if sloping unpaved ground is planned around the structure, the select fill overbuild should be excavated to a depth of at least 2 feet below final grades, removed and replaced with a minimum of 2 feet of moisture-conditioned and compacted fat clay soils (USCS CH classification). The fat clay soils should be moisture-conditioned and compacted as per the compaction requirements in this report. We would be glad to discuss other measures (e.g. horizontal or vertical barriers) to reduce moisture infiltration in unpaved areas, if desired. The roof should have gutters/drains with downspouts that discharge onto splash blocks at a distance of at least 10 feet from the building or discharged on to positively sloped pavements. Sprinkler mains and spray heads should preferably be located at least 5 feet away from the structure such that they cannot become a potential source of water directly adjacent to the structure. Placing large bushes and trees adjacent to the structure may cause significant moisture variations in the soils underlying the structure. Tree roots can =acilities i Environmental Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Perracon October 2, 2025 1 Terracon Project No. AC255022 adversely influence the subsurface soil moisture content. Watering of vegetation should be performed in a timely and controlled manner such that overwatering is avoided. Landscaped irrigation adjacent to the foundation units should be minimized or eliminated. Special care should be taken such that underground utilities do not develop leaks with time. Exposed ground should be sloped and maintained at a minimum 5% away from the building for at least 10 feet beyond the perimeter of the building. Flatter grades may be necessary to transition ADA access requirements for flatwork. After building construction and landscaping have been completed, final grades should be verified to document effective drainage has been achieved. Grades around the structure should also be periodically inspected and adjusted, as necessary, as part of the structure's maintenance program. Where paving or flatwork abuts the structure, a maintenance program should be established to effectively seal and maintain joints and prevent surface water infiltration. Earthwork Construction Considerations Shallow excavations for the proposed structures are anticipated to be accomplished with conventional construction equipment. Upon completion of filling and grading, care should be taken to maintain the subgrade water content prior to construction of grade- supported improvements such as floor slabs and pavements. Construction traffic over the completed subgrades should be avoided. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. Water collecting over or adjacent to construction areas should be removed. If the subgrade desiccates, saturates, or is disturbed, the affected material should be removed, or the materials should be scarified, moisture conditioned, and recompacted prior to floor slab construction. The perched groundwater table and/or surface runoff could affect overexcavation efforts, especially for overexcavation and replacement of soils. A temporary dewatering system consisting of sumps with pumps may be necessary to achieve the recommended depth of overexcavation depending on groundwater and precipitation conditions at the time of construction. Sump pits should preferably be excavated just outside the select fill pad limits. As a minimum, excavations should be performed in accordance with OSHA 29 CFR, Part 1926, Subpart P, "Excavations" and its appendices, and in accordance with any applicable local and/or state regulations. Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming Facilities I Environmental I Geotechnical J Materials i6 Geotechnical Engineering Report W Round Rock Fire Station 11 1 Round Rock, Texas r,r ierracon October 2, 2025 1 Terracon Project No. AC255022 responsibility for construction site safety or the contractor's activities; such responsibility shall neither be implied nor inferred. Excavations or other activities resulting in ground disturbance have the potential to affect adjoining properties and structures. Our scope of services does not include review of available final grading information or consider potential temporary grading performed by the contractor for potential effects such as ground movement beyond the project limits. A preconstruction/ precondition survey should be conducted to document nearby property/infrastructure prior to any site development activity. Excavation or ground disturbance activities adjacent or near property lines should be monitored or instrumented for potential ground movements that could negatively affect adjoining property and/or structures. Construction Observation and Testing The earthwork efforts should be observed by the Geotechnical Engineer (or others under their direction). Observation should include documentation of adequate removal of surficial materials (vegetation, topsoil, and pavements), as well as proofrolling and mitigation of unsuitable areas delineated by the proofroll. Each lift of compacted fill should be tested, evaluated, and reworked as necessary, as recommended by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested for density and water content at a frequency of at least one test for every 2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas, with a minimum of 3 tests per lift. Where not specified by local ordinance, one density and water content test should be performed for every 100 linear feet of compacted utility trench backfill and a minimum of one test performed for every 12 vertical inches of compacted backfill. In areas of foundation excavations, the bearing subgrade should be evaluated by the Geotechnical Engineer (or others under their direction). If unanticipated conditions are observed, the Geotechnical Engineer should prescribe mitigation options. In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project provides the opportunity to maintain the Geotechnical Engineer's evaluation of subsurface conditions, including assessing variations and associated design changes. Facilities I Environmental 1 Geotechnical ' Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Merracon October 2, 2025 1 Terracon Project No. AC255022 Shallow Foundations Footings Principal column and wall loads for the proposed structure may be supported on isolated (spread) and/or continuous (strip) footings bearing on compacted select/structural fill. If the site has been prepared in accordance with the requirements noted in Earthwork, the following design parameters are applicable for shallow foundations. Footing Design Parameters - Compressive Loads Item Description Maximum Net Allowable Bearing 2,500 psf - foundations bearing upon Pressure 1, 2 select/structural fill Required Bearing Stratum 3 Select/structural fill Minimum Foundation Dimensions Per IBC 1809.7 Ultimate Passive Resistance '4 360 pcf - select/structural fill (equivalent fluid pressures) Ultimate Sliding Resistance ` 0.35 coefficient of friction - select/structural fill Minimum Embedment below Finished Grade 6 24 inches Estimated Total Vertical Movement from Structural Loads 2,7 About 3/4-inch or less Estimated Differential Vertical Movement 2,7,8 About 1/2 to 3/4 of total vertical movement 1. The maximum net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. Values assume that exterior grades are no steeper than 20% within 10 feet of structure. 2. Values provided are for maximum loads noted in Project Description. Additional geotechnical consultation will be necessary if higher loads are anticipated. 3. Unsuitable or soft soils should be overexcavated and replaced per the recommendations presented in Earthwork. Facilities I Environmental I Geotechnical I Materials 18 Geotechnical Engineering Report Round Rock Fire Station 11 i Round Rock, Texas im ierracon October 2, 2025 i Terracon Project No. AC255022 Item Description 4. Use of passive earth pressures require the sides of the excavation for the spread footing foundation to be nearly vertical and the concrete placed neat against these vertical faces or that the footing forms be removed and compacted structural fill be placed against the vertical footing face. Assumes no hydrostatic pressure. Passive resistance should be neglected in the first 12 inches below finished grades. Ultimate values should be reduced by an appropriate factor of safety to compute allowable values. 5. Can be used to compute sliding resistance where foundations are placed on suitable soil/materials. Ultimate values should be reduced by an appropriate factor of safety to compute allowable values. For select fill, we recommend the allowable sliding resistance be limited to 500 psf. 6. Embedment necessary to minimize the effects of seasonal water content variations and potential future disturbance around the perimeter. For sloping ground, maintain depth below the lowest adjacent exterior grade within 5 horizontal feet of the structure. 7. The estimated post-construction vertical movement of the shallow footings is assuming proper construction practices are followed. The vertical movement of the footings will be more dependent upon the quality of construction than upon the response of the subgrade to the foundation loads. 8. Differential vertical movements are noted for equivalent-loaded foundations and bearing elevation as measured over a span of 50 feet. Differential vertical movements may result from variances in subsurface conditions, loading conditions, and construction procedures. Footing Design Parameters - Overturning and Uplift Loads Shallow foundations subjected to overturning loads should be proportioned such that the resultant eccentricity is maintained in the center-third of the foundation (e.g., e < b/6, where b is the foundation width). This requirement is intended to keep the entire foundation area in compression during the extreme lateral/overturning load event. Foundation oversizing may be required to satisfy this condition. Uplift resistance of spread footings can be developed from the effective weight of the footing and the overlying soils with consideration to the IBC basic load combinations. Item Description Foundation Unit Weight As per Structural Engineer Soil Total Unit Weight' 120 pcf Facilities ( Environmental I Geotechnical I Materials 19 Geotechnical Engineering Report ;i4 Round Rock Fire Station 11 1 Round Rock, Texas r 'erracon October 2, 2025 1 Terracon Project No. AC255022 Item . Description 1. The nominal values should be reduced by an appropriate factor of safety to compute allowable values. Soil weight should be ignored in potential zones of disturbance and in areas where erosion control measures are not used, or soil might otherwise be removed. Slab on Grade Foundations A slab on grade beam foundation may be considered to support the structures at this site. Parameters commonly used to design this type of foundation are provided on the table below. The slab foundation design parameters presented are based on the criteria published by the Building Research Advisory Board (BRAB), the Prestressed Concrete Institute (PCI), and the Wire Reinforcement Institute (WRI). These are essentially empirical design methods and the recommended design parameters are based on our understanding of the proposed project, our interpretation of the information and data collected as a part of this study, our area experience, and the criteria published in the BRAB, PCI, and WRI design manuals. Conventional Method Parameters Value Net Allowable Bearing Pressures ' 2,500 psf - select/structural fill Bearing Stratum 2 Select/structural fill Minimum embedment of grade beams below 24 inches final grade 3 Subgrade Modulus (k) ° 100 pci - Select/structural Fill Potential Vertical Rise (PVR) About 3/4-inch or less BRAB/WRI/PCI Method Parameters Effective Plasticity Index (PI) ' 24 Climatic Rating (Cw) 17 BRAB Support Index (C) 0.9 1. The net allowable bearing pressure provided above includes a Factor of Safety (FS) of at least 3. Based on building pad preparation recommended in this report. 2. Grade beams should bear on compacted select fill. 3. Embedment is to reduce surface water migration below the foundation elements and to develop proper end bearing and is not based on structural considerations. The grade beam width and depth should be properly evaluated by the structural engineer. Grade beams may be thickened and widened at Facilities i Environmental ; Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 interior column locations to serve as spread footings at these concentrated load areas. 4. Several design methods use the modulus of subgrade reaction, k, to account for soil properties in design of flat, floor slabs. The modulus of subgrade reaction is a spring constant that depends on the kind of soil, the degree of compaction, and the moisture content. Based on our recommendations provided in Floor Slabs, the above indicated subgrade modulus can be used for design of a flat, grade-supported floor slab. 5. Differential movements may result from variances in subsurface conditions, loading conditions, and construction procedures. We recommend that measures be taken whenever practical to increase the tolerance of the building to post- construction foundation movements. An example of such measures would be to provide frequent control joints for exterior masonry veneers and interior sheetrock walls (particularly near doors and windows) to control cracking across such walls and concentrate movement along the joints. 6. The building subgrade should be properly prepared as described in Earthwork and Floor Slabs. 7. The BRAB effective PI is equal to the near surface PI if that PI is greater than the PI values in the upper 15 feet. The WRI/PCI effective PI is the weighted average of the PI values in the upper 15 feet of the soil profile. The upper 5 feet has a weight factor of 3; the depth range from 5 to 10 feet has a weight factor of 2; the depth range of 10 to 15 feet has a weight factor of 1. 8. The moisture beneath a shallow foundation will change in response to wetting and drying conditions around the foundation perimeter. The moisture condition has a significant effect on slab behavior and is highly variable with time, seasonal changes, annual climate conditions, drainage patterns, ground cover, and vegetation (e.g., trees and shrubs). For a slab on grade foundation system designed and constructed as recommended in this report, post construction consolidation settlements should be less than 1 inch. Settlement response of a slab on grade foundation is influenced more by the quality of construction than by soil-structure interaction. Therefore, it is essential that the recommendations for foundation construction be strictly followed during the construction phases of the pad and foundation. The use of a vapor retarder should be considered beneath concrete slabs-on-grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slabs will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions about the use and placement of a vapor retarder. Geotechnical Geotechnical Engineering Report iiei Round Rock Fire Station 11 1 Round Rock, Texas r ierracon October 2, 2025 1 Terracon Project No. AC255022 Shallow Foundation Construction Considerations Footings/Grade beams should be neat excavated, if possible. If neat excavation is not possible, the foundation should be properly formed. If a toothed bucket is used, excavation with this bucket should be stopped approximately 6 inches above final grade of the foundation and the foundation excavation be completed with a smooth-mouthed bucket or by hand labor. As noted in Earthwork, the foundation excavations should be evaluated under the observation of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil, prior to placing concrete. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet or dry material or any loose/disturbed material in the bottom of the foundation excavations should be removed/reconditioned before foundation concrete is placed. If unsuitable bearing soils are observed at the base of the planned foundation excavation, the excavation should be extended deeper to suitable soils, and the foundations could bear directly on these soils at the lower level or on lean concrete backfill placed in the excavations. The lean concrete replacement zone is illustrated on the sketch below. DESIGN FOOTING LEVEL LEAN CONCRETE RECOMMENDED EXCAVATION LEVEL LEAN CONCRETE BACKFILL NOTE:EXCAVATIONS ARE SHOWN VERTICAL HOWEVER,THE SIDEWALLS SHOULD BE SLOPED AS NECESSARY FOR SAFETY Floor Slabs Design parameters for floor slabs assume the requirements for Earthwork have been followed. Specific attention should be given to positive drainage away from the structure and positive drainage of the aggregate base beneath the floor slab. The subgrade soils are comprised of high plasticity clays exhibiting the potential to swell with increased water content. Construction of the floor slab, combined with the removal of trees, and revising site drainage creates the potential for gradual increased water Facilities I Environmental I Geotechnical I Matr Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ,d ierracon October 2, 2025 1 Terracon Project No. AC255022 contents within the clays. Increases in water content will cause the clays to swell and damage the floor slab. To reduce the PVR to about 3/4 inch, the recommendations provided in this report should be followed. Floor Slab Design Parameters Item ! Description Floor Slab Support Select fill building pad compacted to recommendations in Earthwork Estimated Modulus of Subgrade 100 pounds per square inch per inch (psi/in) Reaction ' 1. Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade condition, the requirements noted in Earthwork, and the floor slab support as noted in this table. The use of a vapor retarder should be considered beneath concrete slabs on grade covered with wood, tile, carpet, or other moisture sensitive or impervious coverings, when the project includes humidity-controlled areas, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. Saw-cut contraction joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations, refer to the ACI Design Manual. Joints or cracks should be sealed with a waterproof, non-extruding compressible compound specifically recommended for heavy duty concrete pavement and wet environments. Where floor slabs are tied to perimeter walls or turn-down slabs to meet structural or other construction objectives, our experience indicates differential movement between the walls and slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the length of the structural dowels. The Structural Engineer should account for potential differential settlement through use of sufficient control joints, appropriate reinforcing or other means. Floor Slab Construction Considerations Finished subgrade, within and for at least 10 feet beyond the floor slab, should be protected from traffic, rutting, or other disturbance and maintained in a relatively moist condition until floor slabs are constructed. If the subgrade should become damaged or desiccated prior to construction of floor slabs, the affected material should be removed, Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 and structural/select fill should be added to replace the resulting excavation. Final conditioning of the finished subgrade should be performed immediately prior to placement of the floor slab support course. The Geotechnical Engineer should observe the condition of the floor slab subgrade immediately prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled trenches are located. Lateral Earth Pressures Design Parameters Site retaining walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to values indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown in the diagram below. Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement. The "at-rest" condition assumes no wall movement and is commonly used for basement walls, loading dock walls, or other walls restrained at the top. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls (unless stated). The following values are intended for walls installed in open cut conditions with backfill (e.g., double formed walls). If temporary retention systems and single-formed walls will be used, please contact us for revised earth pressures. S=Surcharge For active pressure movement (0.002 H to 0.004 H) S For at-rest pressure -No Movement Assumed Horizontal Finished rade H Horizontal Finished Grade —pzp Retaining Wali Facilities I Environmental I Geotechnical Materials 24 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas r,r ierracon October 2, 2025 1 Terracon Project No. AC255022 Lateral Earth Pressure Design Parameters Equivalent Fluid Pressures Earth Surcharge z 4 Coefficient for Backfill (psf) Pressure z Pressure ' Condition ' Type Unsaturated/ Submerged/ 131 (psf) Drained 5 Undrained s Crushed Limestone - 0.3 (0.3)S (41)H (85)H Active (Ka) Clean Sand - 0.35 (0.35)S (42)H (83)H Clean Gravel - 0.3 (0.3)S (36)H (80)H Crushed Limestone - 0.45 (0.45)S (61)H (96)H At-Rest (Ko) Clean Sand - 0.5 (0.5)S (60)H (92)H Clean Gravel - 0.45 (0.45)S (55)H (89)H 1. For active earth pressure, wall must rotate about base, with top lateral movements 0.002 H to 0.004 H, where H is wall height. Fat clay or other expansive soils (including on-site GeoModel Layer 1 and 3 soils) should not be used as backfill behind the wall. 2. Uniform, horizontal backfill, with a maximum unit weight of 120 pcf. 3. Uniform surcharge, where S is surcharge pressure. 4. Loading from heavy compaction equipment is not included. 5. To achieve 'Unsaturated/Drained" conditions, follow guidelines in Subsurface Drainage for Retaining Walls below. "Submerged/Undrained" conditions are recommended when drainage behind walls is not incorporated into the design. Backfill placed against structures should consist of granular soils or low plasticity cohesive soils. For the granular values to be valid, the granular backfill must extend out and up from the base of the wall at an angle of at least 45 degrees from vertical for the active case. Footings, floor slabs or other loads bearing on backfill behind walls may have a significant influence on the lateral earth pressure. Placing footings within wall backfill and in the zone of active soil influence on the wall should be avoided unless structural analyses indicate the wall can safely withstand the increased pressure. All retaining walls should be checked against failure due to overturning, sliding, bearing capacity, and overall slope stability. If retaining wall subgrade is prepared as recommended in Earthwork, the foundation design parameters provided in Shallow Foundations can be applied for retaining wall stability analyses. Frequent joints should be provided throughout the length of the retaining wall to reduce cracking due to differential movements caused by the shrink/swell movement of the fat clay subgrade. Facilities I Environmental I Geotechnical I Materia+, Geotechnical Engineering Report ;ro Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 Wall areas are often prepared for construction by specialty subcontractors, not the primary Earthwork Contractor. Regardless, the subgrade and fills within wall footing areas should be prepared as recommended in this report. If the areas are prepared weeks to months in advance of wall construction, the final subgrade needs to be evaluated prior to wall footing construction. The lateral earth pressure recommendations given in this section are applicable to the design of rigid retaining walls subject to slight rotation, such as cantilever, or gravity type concrete walls. These recommendations are not applicable to the design of modular block - geogrid reinforced backfill walls (also termed MSE walls). Recommendations covering these types of wall systems are beyond the scope of services for this assignment. However, we would be pleased to develop a proposal for evaluation and design of such wall systems upon request. Subsurface Drainage for Retaining Walls A perforated rigid plastic drain line installed behind the base of walls and extends below adjacent grade is recommended to prevent hydrostatic loading on the walls. The invert of a drain line around a below-grade building area or exterior retaining wall should be placed near foundation bearing level. The drain line should be sloped to provide positive gravity drainage to daylight or to a sump pit and pump. The drain line should be surrounded by clean, free-draining granular material having less than 5% passing the No. 200 sieve, such as No. 57 aggregate. The free-draining aggregate should be encapsulated in a filter fabric. The granular fill should extend to within 2 feet of final grade, where it should be capped with compacted cohesive fill to reduce infiltration of surface water into the drain system. Slope to drain away from building Layer of coh esive fill Foundation wall - - � Backfill(see report _ i 11 Free-draining graded :-� requirements) granular filter material or non-graded freedraining _IIIIF inatenal encapsulated in an appropnate filter \ = I Native,undisturbed fabric(see report) =- soil or engineered fill I F=1 I 1=1 IF I= —I Perforated drain pipe i(Rgid PVC unless stated otherwise n report As an alternative to free-draining granular fill, a prefabricated drainage structure may be used. A prefabricated drainage structure is a plastic drainage core or mesh which is covered with filter fabric to prevent soil intrusion and is fastened to the wall prior to placing backfill. Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas io ierracon October 2, 2025 1 Terracon Project No. AC255022 Pavements General Pavement Comments Recommended minimum pavement thicknesses are provided for the traffic conditions and pavement life conditions as noted in Project Description and in the following sections of this report. A critical aspect of pavement performance is site preparation. Recommended minimum pavement thicknesses noted in this section must be applied to the site which has been prepared as recommended in the Earthwork section. Recommended minimum pavement thicknesses are intended to provide structural sections with adequate thickness over a particular subgrade such that wheel loads are reduced to a level the subgrade can support. Support characteristics of subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade, such as the on-site soils observed on this project. Thus, the pavement may be adequate from a structural standpoint yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. It is therefore important to minimize moisture changes in the subgrade to reduce shrink/swell movements. Proper site perimeter drainage should be provided so that infiltration of surface water from unpaved areas surrounding the pavement is minimized. Pavement Section Thicknesses The following table provides our opinion of minimum thickness for HMAC pavements. Asphaltic Concrete Pavement Thickness (inches) Layer Traffic Class I ' Traffic Class II ' HMAC 2 3.0 4.0 Crushed Limestone Base 2 7.0 7.0 Select Paving Fill 2 12.0 or greater 3 12.0 or greater 3 1. See Project Description for more specifics regarding traffic assumptions. 2. All materials should meet the Specifications as outlined in Pavement Materials below. 3. A minimum of 12 inches of select paving fill should be provided below the bottom of the crushed limestone base in all pavement areas. In pavement areas Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas r� ierracon October 2, 2025 1 Terracon Project No. AC255022 Asphaltic Concrete Pavement Thickness (inches) I M, ,., II _ Layer raffic Class I ' Traffic Class iiiT ' requiring grade raises, only select paving fill can be used to bring the existing grades up to the bottom of the crushed limestone base layer. The following table provides our opinion of minimum thickness of reinforced Portland Cement Concrete (PCC) pavements. Portland Cement Reinforced Concrete Pavement Thickness (inches) Layer Traffic Category B ' Traffic Category E Reinforced PCC 2 7.0 9.0 Select Paving Fill s 12..0 or greater ° 12.0 or greater ° 1. See Project Description for more specifics regarding traffic classifications. 2. All materials should meet the Specifications as outlined in Pavement Materials below. 3. For fire lanes, use Traffic Category E pavements or thicker. 4. A minimum of 12 inches of select paving fill should be provided below the reinforced PCC layer in all pavement areas. In pavement areas requiring grade raises, only select paving fill can be used to bring the existing grades up to the bottom of the reinforced PCC layer. Areas for parking of heavy vehicles, concentrated turn areas, and start/stop maneuvers could require thicker pavement sections. Edge restraints (e.g., concrete curbs or aggregate shoulders) should be planned along curves and areas of maneuvering vehicles. PCC pavements will perform better than HMAC pavements in areas where short-radii turning and braking are expected (e.g., entrance/exit aprons) and in areas subject to large or sustained loads (e.g., loadings docks and dumpster enclosures). Although not required for structural support, a minimum 4-inch-thick base course layer is recommended to help reduce potential for slab curl, shrinkage cracking, and subgrade pumping through joints. Proper joint spacing will also be required to prevent excessive slab curling and shrinkage cracking. Joints should be sealed to prevent entry of foreign material and doweled where necessary for load transfer. PCC pavement details for joint Facilities 1 Environmental 1 Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 i Round Rock, Texas r ierracon October 2, 2025 i Terracon Project No. AC255022 spacing, joint reinforcement, and joint sealing should be prepared in accordance with ACI 330 and ACI 325. Where practical, we recommend early-entry cutting of crack-control joints in PCC pavements. Cutting of the concrete in its "green" state typically reduces the potential for micro-cracking of the pavements prior to the crack control joints being formed, compared to cutting the joints after the concrete has fully set. Micro-cracking of pavements may lead to crack formation in locations other than the sawed joints, and/or reduction of fatigue life of the pavement. Pavement Materials Presented below are our recommended material requirements for the PCC pavement sections. Item Value Plant mixed, hot laid Type D (Fine-Grade Hot Mix Asphaltic Concrete (HMAC) ' Surface Course) meeting the specifications in TxDOT Item 340. Portland Cement Concrete (PCC) 28-day compressive strength >_ 4,000 psi Crushed Limestone Base 2 TxDOT Item 247, Type A, Grade 1-2 compacted as outlined in Earthwork. Soils with PI < 20, :540% retained on No. 4 Select Paving Fill sieve, and rocks <_ 4 inches in maximum dimension compacted as outlined in Earthwork 1. For acceptance and payment evaluation purposes, we recommend the provisions in TxDOT Item 341. 2. Each lift of base should be thoroughly proof-rolled just prior to placement of subsequent lifts and/or asphalt. Particular attention should be paid to areas along curbs, above utility trenches, and adjacent to landscape islands, manholes, and storm drain inlets. Preparation of the base material should extend at least 24 inches behind curbs or edge of pavements. Presented below are our recommendations for the construction of the reinforced concrete pavements. Item Value Reinforcing Steel Category A and B: #3 bars spaced at 18 inches on center in both directions. Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Perracon October 2, 2025 1 Terracon Project No. AC255022 Item Value Category E: #4 bars spaced at 18 inches (or #3 bars spaced at 12 inches) on center in both directions. Rebar should be placed at midpoint of concrete section and supported on chairs prior to concrete placement. In accordance with ACI 330, control joints should be spaced no greater than 12.5 feet for 5-inch-thick Control (i.e., concrete and 15 feet for 6-inch-thick or greater concrete. Contraction) Joint If sawcut, control joints should be cut as soon as Spacing practical but no later than 4 to 6 hours after completion of concrete placement. Sawcut joint should be at least 1/4 of the slab thickness. ACI 330 indicates that regularly spaced expansion joints may be deleted from concrete pavements, except Spa adjacent to structures, manholes, inlets, light poles, etc. Isolation) Joint Spa Expansion SpTherefore, the installation of expansion joints is optional cing and should be evaluated by the design/construction team. Expansion joints, if not sealed and maintained can allow infiltration of surface water into the subgrade. Dowels at Expansion 3/4-inch smooth bars, 18 inches in length, with one end Joints treated to slip, spaced at 12 inches on centers at each joint, and placed level at midpoint of concrete section. Pavement Drainage On most projects, rough site grading is accomplished relatively early in the construction phase. Fills are placed and compacted in a uniform manner. However, as construction proceeds, excavations are made into these areas, dry weather may desiccate some areas, rainfall and surface water saturates some areas, heavy traffic from concrete and other delivery vehicles disturbs the subgrade, and many surface irregularities are filled in with loose soils to temporarily improve subgrade conditions. As a result, the pavement subgrade should be carefully evaluated as the time for pavement construction approaches. This is particularly important in and around utility trench cuts. All pavement areas should be moisture conditioned and properly compacted to the recommendations in this report immediately prior to paving. Thorough proof-rolling of pavement areas should be performed no more than 36 hours prior to surface paving. Proof-rolling should be repeated if the site received rainfall prior to paving. Any problematic areas should be reworked and compacted at that time. Openings in pavements, such as landscaped islands, are sources for water infiltration into surrounding pavement systems. Water can collect in the islands and migrate into the surrounding subgrade soils thereby degrading support of the pavement. Islands with Facilities I Environmental I Geotechnical j Materials 30 Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 raised concrete curbs, irrigated foliage, and low permeability near-surface soils are particular areas of concern. The civil design for the pavements with these conditions should include features to restrict or to collect and discharge excess water from the islands. Examples of features are self-contained planters, edge drains connected to the storm water collection system, longitudinal subdrains, or other suitable outlet, and impermeable barriers preventing lateral migration of water such as a cutoff wall installed to a depth below the pavement structure. Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond on or adjacent to the pavements could saturate the subgrade and contribute to premature pavement deterioration. In addition, the pavement subgrade should be graded to provide positive drainage within the granular base section. Pavement Maintenance The pavement sections represent minimum recommended thicknesses and, as such, periodic upkeep should be anticipated. Preventive maintenance should be planned and provided for through an on-going pavement management program. Maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Pavement care consists of both localized (e.g., crack and joint sealing and patching) and global maintenance (e.g., surface sealing). Additional engineering consultation is recommended to determine the type and extent of a cost- effective program. Even with periodic maintenance, some movements and related cracking may still occur, and repairs may be required. Pavement performance is affected by its surroundings. In addition to providing preventive maintenance, the civil engineer should consider the following recommendations in the design and layout of pavements: ■ Final grade adjacent to paved areas should slope down from the edges at a minimum 2%. ■ Subgrade and pavement surfaces should have a minimum 2% slope to promote proper surface drainage. ■ Install pavement drainage systems (e.g., French drains) surrounding areas anticipated for frequent wetting. ■ Install joint sealant and seal cracks immediately. ■ Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to subgrade soils. ■ Place compacted, low permeability backfill against the exterior side of curb and gutter. ■ Construct curb, gutter and/or sidewalk directly on clay subgrade soils rather than on unbound granular base course materials. acilities I Environmental i Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas Wrerracon October 2, 2025 i Terracon Project No. AC255022 General Comments Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third- party beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly affect excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety and cost estimating including excavation support and dewatering requirements/design are the responsibility of others. Construction and site development have the potential to affect adjacent properties. Such impacts can include damages due to vibration, modification of groundwater/surface water flow during construction, foundation movement due to undermining or subsidence from excavation, as well as noise or air quality concerns. Evaluation of these items on nearby properties are commonly associated with contractor means and methods and are not addressed in this report. The owner and contractor should consider a preconstruction/precondition survey of surrounding development. If changes in the nature, design, or location of the project are planned, our conclusions and Facilities I Environmental I Geotechnical I Materials 32 Geotechnical Engineering Report Round Rock Fire Station 11 i Round Rock, Texas ierracon October 2, 2025 i Terracon Project No. AC255022 recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas lFrerracon October 2, 2025 1 Terracon Project No. AC255022 Figures Contents: GeoModel Facilities I Environmental I Geotechnical I Materials Round Rock Fire Station 11 SEC of Seton Parkway and University Boulevard j Round Rock,TX lFrerracon Terracon Project No.AC255022 800 Paloma Dr Ste 160 Round Rock,TX GeoModel 805 B-4 800 ............................................................................................... ............................................................ 2.5 B-2 2 4.5 P-2 B-3 795 ............................................................ .......................... ......... ........................... 1 ....... z ,� P-1 ,..� 1 4.5 2.5 2 6.5........................ 4.5.... d 790 . ..........................................2 ........................... 3 ., 2 P-3 2 .. P-4 6 10 0.514.6 10 8.5 ........................... ?........ ....... Z 785 . 3 ......... B-1 ...........a-s....,4•.5 ......... 2 2 0 1° 6 18.5 4 3 ~ 4.....20 a.s ......... 15.... J 780 6........ a.e 16.. 3 3 W 3 10.5 10 775 ........................ 31......... .......... ............................................................................................... 3 25 770 ........................ 15....... ............................................................................................. 15 765 This is not a cross section.This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions. Model Layer Layer Name General Description Legend Upper High ®Fat Clay ®Lean Clay with 1 Plasticity Soils Dark brown to brown fat clay(CH)to lean clay(CL) Gravel Light brown to brown lean clay with sand and gravel (CL) ®Lean Clay with Sand®Gravelly Lean Clay 2 Variable Plasticity to clayey gravel with sand(GC)to clayey sand with gravel Soils (SC)with limestone fragments and seams ®Fat Clay with Sand ®Lean Clay 3 Lower High Brown to gray to dark gray fat clay(CH)to fat clay with Weathered Clayey Gravel with Plasticity Soils sand(CH) ®Limestone ®Sand Clayey Sand with 4 Limestone Limestone(Buda Formation) Gravel NOTES: Layering shown on this figure has been developed by the First Water Observation geotechnical engineer for purposes of modeling the subsurface Second Water Observation conditions as required for the subsequent geotechnical engineering for this project. Numbers adjacent to soil column indicate depth below ground Groundwater levels are temporal.The levels shown are representative surface. of the date and time of our exploration. Significant changes are possible over time. Water levels shown are as measured during and/or after drilling. In some cases, boring advancement methods mask the presence/absence of groundwater. See individual logs for details. Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas r� ierracon October 2, 2025 1 Terracon Project No. AC255022 Attachments Facilities I Environmental I Gsotechnicel I Materials Geotechnical Engineering Report w: Round Rock Fire Station 11 1 Round Rock, Texas r Terracon October 2, 2025 1 Terracon Project No. AC255022 Exploration and Testing Procedures Field Exploration Number of Borings Approximate Boring Location Depth (feet) B-1 15 Building area B-2 25 P-1, P-2, P-3, and P-4 10 Parking/driveway area B-3 15 Southern site boundary B-4 20 B-5 15 Northern retaining wall Boring Layout and Elevations: Terracon personnel provided the boring layout using handheld GPS equipment (estimated horizontal accuracy of about ±10 feet) and referencing existing site features. The elevations presented in the boring logs were interpolated based on the topographic map provided to us. If more precise elevations and boring layout are desired, we recommend borings be surveyed. Subsurface Exploration Procedures: Our drilling subcontractor advanced the borings with a truck-mounted rotary drill rig using continuous flight augers (solid stem). Samples were obtained at approximately two-foot intervals in the upper 10 feet of each boring and at intervals of 5 feet thereafter. Soil sampling was performed using shelby tube samplers and/or split-barrel sampling procedures. The split-barrel samplers were driven in accordance with the standard test method for standard penetration test (SPT) and split-barrel sampling of soils. For safety purposes, all borings were backfilled with auger cuttings after their completion. Our drilling subcontractor observed and recorded groundwater levels during drilling and sampling at all borings. Borings B-1 through B-4, drilled on the first day of field exploration (August 14, 2025), were left open for approximately 24 hours to allow groundwater observations before being backfilled on the following day (August 15, 2025). Groundwater was observed only at borings B-2 and B-4 at the time of our field exploration. The observed groundwater levels are shown on the attached boring logs. The sampling depths, penetration distances, and other sampling information was recorded on the field boring logs. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a Geotechnical Engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field logs included visual classifications of the materials observed during drilling and our Facilities I Envirc-,T f1' Geotechnical I Materials Geotechnical Engineering Report lFrerracon Round Rock Fire Station 11 1 Round Rock, Texas October 2, 2025 1 Terracon Project No. AC255022 interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the Geotechnical Engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. Laboratory Testing The project engineer reviewed the field data and assigned laboratory tests. The laboratory testing program included the following types of tests: ■ Moisture Content ■ Dry Unit Weight ■ Grain Size Distribution ■ Atterberg Limits ■ Unconfined Compression ■ Chloride and Sulfate Contents ■ Unconsolidated-Undrained (UU) Triaxial Compression Test The laboratory testing program included examination of soil samples by an engineer. Based on the results of our field and laboratory programs, we described and classified the soil samples in accordance with the Unified Soil Classification System. Rock classification was conducted using locally accepted practices for engineering purposes; petrographic analysis may reveal other rock types. Rock core samples typically provide an improved specimen for this classification. Boring log rock classification was determined using the Description of Rock Properties. Facilities I Environmental I Geotechnical J Materials Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 Site Location and Exploration Plans Contents: Site Location Plan Exploration Plan Note: All attachments are one page unless noted above. Facilities I Environmental I Geotechnical I Materials Geotechnical Engineering Report Round Rock Fire Station 11 i Round Rock, Texas Perracon October 2, 2025 i Terracon Project No. AC255022 Site Location w Of vp AA SN ��° _ +..c.- "� ,A !e'' \*" �,n. sem•�i. �t�'t j+�` � �. .' .p u. J �"i- � •! ♦LLQ `K' ` •",�°.�. `�°y6` y� '.rte�� , ''� ,�, w i , _• � .�+ .,mat. .:,.� �-�,.'1 ;t 't � .+6►. �:. -- fit. �,,•���• +,Historical Terracon Project 4 DIAGRAM IS FOR GENERAL LOCATION ONLY,AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS Geotechnical Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock,Texas ierracon October 2,2025 1 Terracon Project No.AC255022 Exploration Plan 506'03!51*2311 FRS STATION i IS A(, t4\ 31J1 d 1'4�1 x x w „It -- - --- J=JL5I'.�J_��f j:21;•yCiJ;lf: J 1--J 111LLv f1J 'D r' r"ffl DIAGRAM IS FOR GENERAL LOCATION ONLY AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS Geotechnical Geotechnical Engineering Reporti ierracon Round Rock Fire Station 11 1 Round Rock, Texas October 2, 2025 1 Terracon Project No. AC255022 Exploration and Laboratory Results Contents: Boring Logs (B-1 through B-5 and P-1 through P-4; 9 pages) Atterberg Limits Grain Size Distribution (3 pages) Sulfate and Chloride Contents (3 pages) Unconsolidated-Undrained (UU) Triaxial Compression Test Note: All attachments are one page unless noted above. Round Rock Fire Station 11 . im Fd%;VI l SEC of Seton Parkway and University Boulevard Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. B-1 o Location: See Exploration PlanN o Strength Test Atterberg v O - a a a Limits LL m _ L) Latitude: 30.57120 Longitude: -97.65220 Q) t t Z (0 s 0 CL a m N E v of o a ~ v v y Cl@ LL-PL-PI a" C7 �0 to Q) acv U O of ELn Depth Ft. Approximate Elevation: 785 Ft. ~ V FAT CLAY(CH),dark brown, hard 4.5+ tsf(HP) 17.5 59-19-40 89.9 1 4.5+tsf(HP) UC 6.86 4.2 15.9 98 4.5 780.5 LEAN CLAY WITH GRAVEL(CL), y light brown, stiff 5 7-6-7 20.5 N=13 6.0 779 FAT CLAY(CH), gray to brown, stiff to very stiff, with gypsum seams from about 6 to 8 feet 3.0 tsf(HP) 28.9 64-19-45 94.6 -with iron stains below about 8 feet 2.0 tsf(HP) UC 1.36 2.6 28.0 82 10- 3 1.5 tsf(HP) 31.4 15.0 770 1 _ Boring Terminated at 15 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling or 24 CME 55 See Supporting Information for explanation of symbols and abbreviations. hours after drilling Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 15 feet Terracon Boring Started 08-14-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or 08-14-2025 Bentonite Facilities I Environmental Geotechnical I Materials Round Rock Fire Station 11 . I «e1it►VIl SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. B-2 I o, Location: See Exploration Plan Ho e^ Strength Test ALimit r9 w o me T ,nN a oma' +' i. u Latitude: 30.57070 Longitude:-97.6521° a ?L v 06 iii A?a � w >0 ' mac^ .. my r 0 l7 u �a N U. uK ave �' c t] w LL-PL-PI a� O Z Eu 3 F- Depth Ft. Approximate Elevation: 796 Ft. o� wv FAT CLAY(CHI,dark brown, hard 1 4.5+tsf(H P) 11.8 2.0 794 LEAN CLAY WITH SAND(CL),light brown to brown, hard 4.5+tsf(HP) 14.5 41-21-20 75.6 4.5 791.5 GRAVELLY LEAN CLAY(CLI,light brown, hard 5 12-20-25 10.6 N=45 2 -with limestone fragments and seams below about 6 feet 8 0.3 0 10.0 786 1 FAT CLAY WITH SAND(CHI, 0-9-1 brown,medium stiff to very stiff 7-9-137.3 93-23-70 84.1 3-3-4 40.2 - X N=7 1 3 18.5 777.5 FAT CLAY WITH SAND(CHI,dark gray,very stiff 7-9-11 36.5 75-21-54 82.2 J X N=20 2 7-11-17 24.9 25.0 771 2 _ X N=28 Boring Terminated at 25 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). = While drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. 24 hours after drilling Hammer Elevation Reference:Elevations were interpolated from a topographic site plan. Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 6 feet Terracon Air rotary coring from 6 to 10 feet Dry auger from 10 to 25 feet Boring Started 08-14-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or 08-14-2025 Bentonite fa .ihties l Envirozvmental I Geotechnical I Mat.,is,=,_ Round Rock Fire Station 11 . it «dvV1I SEC of Seton Parkway and University Boulevard Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. B-3 o Location: See Exploration Plan N o Strength Test A terberg N Limits O —� 5 c a o � U Latitude: 30.57090 Longitude: -97.65140F a .>_ t Y 12 W N .CL > cn 0 10 v u01 C a v �' o O'v LL-PL-PI a F C7 p cn v E,.. U >i 1 0 in Depth Ft. Approximate Elevation: 795 Ft. U FAT CLAY(CH), dark brown to brown, hard 4.5+tsf(HP) 15.7 1 4.5+tsf(HP) 14.9 4.5 790.5 GRAVELLY LEAN CLAY(CL), light brown, hard 5 22-28-45 7.3 N=73 2 8.5 786.5 FAT CLAY(CH), brown to gray, medium stiff to stiff 2-4-5 N=9 1 3 X4-4-6 34.1 115.0 780 N=10 1 Boring Terminated at 15 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling or 24 CME 55 See Supporting Information for explanation of symbols and abbreviations. hours after drilling Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 6 feet Terracon Air rotary coring from 6 to 8.5 feet Dry auger from 8.5 to 15 feet Boring Started 08-14-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or Bentonite 08-14-2025 Facilities I Environmental i Geotechnical I Materials Round Rock Fire Station 11 ■ 1W rMAX I SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. B-4 w o, Location: See Exploration Planw n a Strength Test A terberg Limits Y Latitude:30.57060 Longitude:-97.65181 y � v c a c w a � Z n mai >� �^5 Ay =L V c Z m w ii c w `° m iv d u a H a w 3 c: •iv LL-PL-PI a f 0 30 fn of oin N U 3 .Depth Ft. Approximate Elevation: 801 Ft. U FAT CLAY(CHI,dark brown,hard 4.5+tsf(H P) 11.0 2.5 798.5 LEAN CLAY(CLI,light brown,very 2 stiff 6-9-15 9 1 15.6 4.5 796.5 — X FAT CLAY(CHI, brown to gray, stiff to very stiff,with calcareous 5 10-12-16 22.1 nodules and iron stains N=28 4.0 tsf(HP) UC 2.03 2.4 24.5 81 4.0 tsf(HP) 36.4 80-22-58 76.3 1 3 2.0 tsf(HP) 36.4 15- 18.5 782.5 WEATHERED LIMESTONE,light 50/2" 15.4 4 brown IN 20.0 781 Z Boring Terminated at 20 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). V 24 hours after drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 20 feet Terracon Boring Started 08-14-2025 Abandonment Method Boring backfilled with Auger Cuttings and/or Boring Completed 08-14-2025 Bentonite Facilities I Environmental I Geotechnical I Materials Round Rock Fire Station 11 . 1VF Fe1L.V1 1 SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. B-5 0 Location: See Exploration Plan m o Strength Test Atterberg > o d o oT N o }a Limits J y Latitude: 30.57130 Longitude: -97.65220 Co 0 E- n s o L L Z d j D >` Ota " y �^LU.S; a ° v LL w E v a o ci�C ~ v w y c p`'v LL-PL-PI a 0 l7 ) �� n � v atezt�„ F0 0 p E U o in Depth Ft. Approximate Elevation: 783 Ft. U FAT CLAY(CHI, dark brown, hard 4.5+ tsf(HP) 15.5 60-20-40 90.0 1 4.5+ tsf(HP) 4.5 778.5 FAT CLAY(CH), brown to gray, stiff to hard Jr 5-9-9 21.4 N=18 4.5+tsf(HP) 21.8 99 4-10-13 N=23 26.2 82-22-60 92.7 s 1 4.0 tsf(HP) UU 1.18 3.1 34.2 86 15.0 768 1 Boring Terminated at 15 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 15 feet Terracon Boring Started 08-15-2025 Abandonment Method Boring backfilled with Auger Cuttings and/or Boring Completed Bentonite 08-15-2025 Facilities Environmental i Geotechnical i Materials Round Rock Fire Station 11 ■ 1wFuluun SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. P-1 v c, Location: See Exploration Plan N o a Strength Test A terberg Limitso N J v > 0 (Daw.+ Ca J y Latitude:30.57081 Longitude:-97.65240 y 5 Z —� v > v v v L Y Z a V) W� T Vi 0 C7 O rn LL W a I,N>E CYQ)LL t CWLM 1! 03 0 w LL-PL-PI a O of c� in U Depth Ft. Approximate Elevation: 793 Ft. U LEAN CLAY(CL),dark brown, hard 4.5 tsf(HP) 11.1 43-31-12 2.5 790.5 CLAYEY GRAVEL WITH SAND(GC), ht brown,loose to very 19-12-45 brown to light ry N=57 4.6 34-18-16 17.1 dense 2 5 5-2-6 17.0 N=8 6.0 787 FAT CLAY(CH),brown to gray, very stiff 3.5 tsf(HP) 33.3 3 4.0 tsf(HP) 29.0 10.0 783 1 Boring Terminated at 10 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 10 feet Terracon Boring Started 08-15-2025 Abandonment Method Boring backfilled with Auger Cuttings and/or Boring Completed 08-15-2025 Bentonite Geotechnical Round Rock Fire Station 11 . n «d%IV[I SEC of Seton Parkway and University Boulevard Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. P-2 o Location: See Exploration Plan Strength Test Atterberg v o - a N o r o u Limits Latitude: 30.57081 Longitude: -97.65170 E- a .> v v f LC7 rN � >Z aa Oc rEjE 0 C LL-PL-PI M 00 p Q) E U o� n Depth Ft. Approximate Elevation: 796 Ft. U FAT CLAY(CH), dark brown, hard 4.5+tsf(HP) 10.0 1 4.5+ tsf(HP) 10.0 4.5 791.5 o CLAYEY GRAVEL WITH SAND(GC), >r 22-50/5" 1.5 38-17-21 23.4 o light brown, very dense 2 6.5 789.5 FAT CLAY WITH SAND(CH), brown to gray,very stiff, with calcareous 8-10-12 20.3 deposits N=22 3 6-8-12 31.4 110.0 1 Boring Terminated at 10 Feet N=20 786 See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 10 feet Terracon Boring Started 08-15-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or 08-15-2025 Bentonite Facilities I Environmental I Geotechnical j Materials Round Rock Fire Station 11 . 1V■ ■avV1 I SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. P-3 Location: See Exploration Plan o Strength Test Atterberg vo 0o d a Limits y Latitude: 30.57121 Longitude: -97.6518° m LL F> > a >L a ,�v Y n v v N} p C C N d L N -FIJU v > H v c: 01 N IL o f0 v m o ;� n v o 'iu LL-PL-PI a f is o �0 v E� v 3 Depth Ft. Approximate Elevation: 788 Ft. ~ 1 0.5 FAT CLAY WITH SAND(CH),dark 787.5 4.5+tsf HP 13.5 55-20-35 72.8 brown, hard,trace gravel 5-11-9 GRAVELLY LEAN CLAY(CL), light 1N=20 brown,very stiff to hard,with N=20 calcareous nodules 2 15-14-16 10.2 N=30 5 8-6-6 N=12 6.0 782 FAT CLAY(CH), brown to gray, hard, with iron stains 4.5+tsf(HP) 21.2 3 4.5+tsf(HP) 17.8 7-10-14 110.5 777.5 1 N=24 Boring Terminated at 10.5 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 10.5 feet Terracon Boring Started 08-15-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or 08-15-2025 Bentonite -acilities I Environmental I Geotechnical I Materials: Round Rock Fire Station 11 . 1%9F IaVVF 1 SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Boring Log No. P-4 Atterberg o Location: See Exploration Plan N Strength Test o w Q) o 5 a v u Limits U Latitude: 30.5712°Longitude: -97.6516° F a ?L o v a v v C L N L C7 4Ca a ' E 'D o Q! TL "a 0 of o v E"O N u C in Depth Ft. Approximate Elevation: 787 Ft. u FAT CLAY(CH), dark brown, hard, trace gravel 1 4.5+tsf(HP) 12.5 2.0 785 CLAYEY SAND WITH GRAVEL(SC), light brown, medium dense 2 7-4-6 N=10 12.9 39-17-22 46.8 4.0 783 FAT CLAY(CH), brown,very stiff, with calcareous deposits rj 3.0 tsf(HP) 13.5 3 4.0 tsf(HP) 12.6 7-9-11 24.9 N=20 10.0 777 lo- Boring Terminated at 10 Feet See Exploration and Testing Procedures for a description of field and laboratory procedures Water Level Observations Drill Rig used and additional data(If any). No free water observed during drilling CME 55 See Supporting Information for explanation of symbols and abbreviations. Elevation Reference: Elevations were interpolated from a topographic site plan. Hammer Type Automatic Driller Texas Geo Bore Notes Advancement Method Logged by Dry auger from 0 to 10 feet Terracon Boring Started 08-15-2025 Abandonment Method Boring Completed Boring backfilled with Auger Cuttings and/or 08-15-2025 Bentonite Facilities I Environmental Geotechnical i Materials Round Rock Fire Station 11 . I%VF Fd%►VI SEC of Seton Parkway and University Boulevard Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Atterberg Limit Results ASTM D4318 60 / O 50 / m O� 40 w / e v r c / i 30 'u a / 20 / oz / MH Ir OH 10 / / 7 - 4 ML r OL 0 0 10 16 20 30 40 50 60 70 80 90 100 110 Liquid Limit Boring ID Depth(Pt) LL PL PI Fines USCS Description B-1 0-2 59 19 40 89.9 CH FAT CLAY m B-1 6-8 64 19 45 94.6 CH FAT CLAY A B-2 2-4 41 21 20 75.6 CL LEAN CLAY with SAND * B-2 10- 11.5 93 23 70 84.1 CH FAT CLAY with SAND O B-2 18.5-20 75 21 54 82.2 CH FAT CLAY with SAND 0 B-4 8- 10 80 22 58 76.3 CH FAT CLAY with SAND 0 B-5 0-2 60 20 40 90.0 CH FAT CLAY A B-5 8.5- 10 82 22 60 92.7 CH FAT CLAY ® P-1 0-2 43 31 12 ® P-1 2.5-4 34 18 16 17.1 GC CLAYEY GRAVEL with SAND ❑ P-2 4.5- 5.4 38 17 21 23.4 GC CLAYEY GRAVEL with SAND 0 P-3 0-0.5 55 20 35 72.8 CH FAT CLAY with SAND 0 P-4 2.5-4 39 17 22 46.8 SC CLAYEY SAND with GRAVEL Facilities I Environmental Geotechnical i Materials Round Rock Fire Station 11 ■ IWr IC2%; 1 SEC of Seton Parkway and University Boulevard i Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Grain Size Distribution ASTM D422 / ASTM C136 / AASHTO T27 U.S. Sieve Opening in Inches U.S. Sieve Numbers Hydrometer 6 4 3 2 1.5 13/4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200 0 100 95 90 10 85 80 20 75 70 30 65 60 40 0 55 u ID 50 n 50 0 a S 45 ii Q v 40 60 v 35 30 70 25 20 80 15 10 90 5 0 1100 100 10 1 0.1 0.01 0.001 Grain Size(mm) Cobbles Gravel Sand Silt or Clay coarse fine coarse medium fine Boring ID Depth(Ft) Description LL PL PI Cc Cu • B-1 0 - 2 FAT CLAY 59 19 40 M B-1 6-8 FAT CLAY 64 19 45 • B-2 2-4 LEAN CLAY with SAND 41 21 20 * B-2 10- 11.5 FAT CLAY with SAND 93 23 70 O B-2 18.5- 20 FAT CLAY with SAND 75 21 54 Boring ID Depth (Ft) DI,o Ds, D30 DID %Cobbles %Gravel %Sand %Fines %Silt %Clay B-1 0- 2 9.5 0.0 0.2 9.9 89.9 X B-1 6- 8 9.5 0.0 0.4 5.1 94.6 A B-2 2-4 9.5 0.0 0.5 23.9 75.6 * B-2 10- 11.5 12.5 0.0 3.3 12.6 84.1 O B-2 18.5 -20 12.5 0.0 3.9 13.9 82.2 Facilities i Environmental i Geotechnical Round Rock Fire Station 11 . IVI ICd%..V1 SEC of Seton Parkway and University Boulevard i Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Grain Size Distribution ASTM D422 / ASTM C136 / AASHTO T27 U.S. Sieve Opening in Inches U.S. Sieve Numbers Hydrometer 6 4 3 2 1.5 13/4 1/23/8 3 4 6 8 10 14 16 20 30 40 50 60 100 140 200 0 100 95 90 10 85 80 20 7S 70 30 65 60 40 v m m 55 30 >.50 50 n � o m c 45 i c v 40 60 � v LD 35 30 70 25 20 80 15 10 90 5 0 100 100 10 1 0.1 0.01 0.001 Grain Size(mm) Cobbles Gravel Sand Silt or Clay coarse fine coarse medium fine Boring ID Depth(Ft) Description y LL PL PI Cc Cu • B-4 8- 10 FAT CLAY with SAND 80 22 58 * B-5 0 -2 FAT CLAY 60 20 40 • B-5 8.5- 10 FAT CLAY 82 22 60 * P-1 2.5-4 CLAYEY GRAVEL with SAND 34 18 16 O P-2 4.5- 5.4 CLAYEY GRAVEL with SAND 38 17 21 Boring ID Depth(Ft) D100 D60 Dao D10 %Cobbles "/oGravel %Sand Fines %Silt %Clay B-4 8- 10 12.5 0.0 8.0 15.7 76.3 X B-5 0- 2 9.5 0.0 0.8 9.2 90.0 A B-5 8.5- 10 12.5 0.0 1.0 6.3 92.7 * P-1 2.5-4 12.5 9.642 0.679 0.0 55.5 27.4 17.1 0 P-2 4.5- 5.4 12.5 5.365 0.172 0.0 41.7 35.0 23.4 Facilities i Environmental i Geotechnical Round Rock Fire Station 11 . IV[Id%.;V■ SEC of Seton Parkway and University Boulevard I Round Rock,TX 800 Paloma Dr Ste 160 Terracon Project No.AC255022 Round Rock,TX Grain Size Distribution ASTM D422 / ASTM C136 / AASHTO T27 U.S. Sieve Opening in Inches U.S. Sieve Numbers Hydrometer 6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 81014 16 20 30 40 50 60 100 140 200 0 100 95 9061 10 85 80 20 75 70 30 65 60 40 m m 55 v 5 50 n 0 °m v c 45 LL cr W) 40 60 LD. Q) n 35 K 30 70 25 20 80 15 10 90 5 0 100 100 10 1 0.1 0.01 0.001 Grain Size(mm) Cobbles Gravel Sand Silt or Clay coarse fine coarse medium fine Boring ID Depth Description LL PL PI Cc Cu • P-3 0-0.5 FAT CLAY with SAND 55 20 35 m P-4 2.5 -4 CLAYEY SAND with GRAVEL 39 17 22 Boring ID Depth (Ft) D,,, Ds, D30 D„ %Cobbles %Gravel %Sand %Fines %Silt %Clay P-3 0 -0.5 12.5 0.0 5.0 22.2 72.8 X P-4 2.5-4 12.5 0.294 0.0 21.7 31.5 46.8 Facilities i Environmental i Geotechnical i Materials DHL Analytical, Inc. Date: 26-Aug-25 CLIENT: Terracon Client Sample ID: P-1 0-2 Project: Round Rock Fire Station Lab ID: 2508223-01 Project No: AC255022 Collection Date: 08/18/25 07:00 AM Lab Order: 2508223 Matrix: SOIL Analyses Result MDL RL Qual Units DF Date Analyzed CHLORIDE AND SULFATE CONTENT IN SOIL TEX620J Analyst: KES Chloride <29.5 29.5 49.2 N ppm-dry 10 08/26/25 01:52 AM Sulfate <19.7 19.7 49.2 N ppm-dry 10 08/26/25 01:52 AM Qualifiers: ' Value exceeds TCLP Maximum Concentration Level C Sample Result or QC discussed in the Case Narrative DF Dilution Factor E TPH pattern not Gas or Diesel Range Pattern J Analyte detected between MDL and RL MDL Method Detection Limit ND Not Detected at the Method Detection Limit RL Reporting Limit S Spike Recovery outside control limits N Parameter not NELAP certified Pagel of 3 7 DHL Analytical, Inc. Date: 26-Aug-25 CLIENT: Terracon Client Sample ID: P-2 2-4 Project: Round Rock Fire Station Lab ID: 2508223-02 Project No: AC255022 Collection Date: 08/18/25 07:00 AM Lab Order: 2508223 Matrix: SOIL Analyses Result MDL RL Qual Units DF Date Analyzed CHLORIDE AND SULFATE CONTENT IN SOIL TEX620J Analyst: KES Chloride <29.7 29.7 49.5 N ppm-dry 10 08/26/25 02:14 AM Sulfate <19.8 19.8 49.5 N ppm-dry 10 08/26/25 02:14 AM Qualifiers: • Value exceeds TCLP Maximum Concentration Level C Sample Result or QC discussed in the Case Narrative DF Dilution Factor E TPH pattern not Gas or Diesel Range Pattern J Analyte detected between MDL and RL MDL Method Detection Limit ND Not Detected at the Method Detection Limit RL Reporting Limit S Spike Recovery outside control limits N Parameter not NELAP certified Page 2 of 3 8 DHL Analytical, Inc. Date: 26-Aug-25 CLIENT: Terracon Client Sample ID: P-4 0-2 Project: Round Rock Fire Station Lab ID: 2508223-03 Project No: AC255022 Collection Date: 08/18/25 07:00 AM Lab Order: 2508223 Matrix: SOIL Analyses Result MDL RL Qual Units DF Date Analyzed CHLORIDE AND SULFATE CONTENT IN SOIL TEX620J Analyst: KES Chloride <29.3 29.3 48.8 N ppm-dry 10 08/26/25 02:36 AM Sulfate <19.5 19.5 48.8 N ppm-dry 10 08/26/25 02:36 AM Qualifiers: * Value exceeds TCLP Maximum Concentration Level C Sample Result or QC discussed in the Case Narrative DF Dilution Factor E TPH pattern not Gas or Diesel Range Pattern J Analyte detected between MDL and RL MDL Method Detection Limit ND Not Detected at the Method Detection Limit RL Reporting Limit S Spike Recovery outside control limits N Parameter not NELAP certified Page 3 of 3 9 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES LATRI Austin,TX-USA I CA-USA I SC-USA I Gold Coast-Australia I Suzhou-China I Sao Paulo,Brazil i Johannesburg-Africa ENVIRONMENTAL Unconsolidated-Undrained (Q) Triaxial Compression Client: Terracon Consultants, Inc. TRI Log#: 25-04233.2 Project: AC255022 Round Rock Fire Station 11 Test Method: ASTM D2850 Sample: B-5 (13-15_ft) Test Parameters 30 Minor Principal Stress(psi) 11.6 []Peak Principal Stress Difference Rate of Strain (%/hr) 60 11.6 psi 25 Initial Properties Avg. Diameter(in) 2.71 Avg. Height(in) 5.43 Avg.Water Content(%) 34.2 20 Bulk Density(pcq 115.6 Dry Density(pcf) 86.1 Q Saturation (%) 94.8 N ¢' Void Ratio 0.99 e 15 ° y ° Specific Gravity(Assumed) 2.75 rn At Failure-Maximum Deviator Stress a 10 8 Axial Strain at Failure(%) 3.1 Minor Total Stress(psi) 11.6 Major Total Stress(psi) 28.0 Principal Stress Diff. (psi) 16.4 5 Total Stress Envelope Friction Angle(deg) 0 0 Undrained Shear Strength, S„(psi) 8.2 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 Su/63 0.7 Axial Strain(%) Failure Type(s) 250 Bulging-Middle 11.6 psi Shear Plane-Angled 200 '''' Total Stress Envelope Shear Plane-Vertical Matrix Failure-Crumble/disintegrate Barrel Shape- Uniform Bulge 150 End Failure Shear Stress, Fracture/Bedding-Weak Planes T (psi) 100 Multiple Shear Planes Void Failure 50 Note: The calculated value of specimen saturation was less than 95%. The Mohr _______ failure envelope was taken as a horizontal 0 50 100 150 200 250 300 350 400 450 500 straight line, but noting that the calculated Total Stress,6(psi) value of saturation indicates a partially saturated specimen. Kelby Broussard 8/21/2025 Analysis&Quality Review/Date 1 of 2 The testing herein Is based upon accepted industry practice as well as the test method listed.Test results reported herein do not apply to samples other than those tested.TRI neither accepts,eeponaibaity, for nor makes claim as to the final use and purpose of the material_TRI observes and maintains client confidentiality.TRI limits reproduction of this report.except in full.without prior approval of TTRI. TRI ENVIRONMENTAL, INC. 9063 Bee CAvEs Ro.—Au STI..TX 713733— LISA I PM: BOO.BBO.TEST OR 51 2.263.2 101 LAITRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin,TX-USA ICA-USA I SC-USA I Gold Coast-Australia I Suzhou-China I Sao Paulo,Brazil Johannesburg-Afrk, ENVIRONMENTAL Unconsolidated-Undrained (Q) Triaxial Compression Client: Terracon Consultants, Inc. TRI Log#: 25-04233.2 Project: AC255022 Round Rock Fire Station 11 Test Method: ASTM D2850 Sample: B-5(13-15_ft) Pre-Shear Specimen Post-Shear Specimen it ti 2of2 The teshng herein�s based upon ecr:epred xalushy practice as well as the test metlwd listed.Test results reported herein do not apply to samples other than those tested.TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.TRI observes and maintains client confidentiality.TRI limits reproduction of this report.except in full.without prior approval of TRI. TRI ENVIRONMENTAL, INC. 9OG3 BCE C.— Po —A—Trrv. TX 78733 — USA I PM: 800.880.TEST oR 5 1 2.263.2 1 0 1 Geotechnical Engineering Report 1VwMC(M Round Rock Fire Station 11 1 Round Rock, Texas October 2, 2025 I Terracon Project No. AC255022 Supporting Information Contents: General Notes Unified Soil Classification System Rock Classification Notes Note: All attachments are one page unless noted above. Round Rock Fire Station 11 SEC of Seton Parkway and University Boulevard Round Rock,TX lFrerracon Terracon Project No.AC255022 800 Paloma Dr Ste 160 General Notes Round Rock,TX Sampling Water Level Field Tests N Standard Penetration Test Water Initially Resistance(Blows/Ft.) Encountered �Rock Core ,Shelby (HP) Hand Penetrometer Tube Water Level After a Specified Period of Time Standard Water Level After (T) Torvane Penetration V a Specified Period of Time Test Cave In (DCP) Dynamic Cone Penetrometer _aNLEncountered Water levels indicated on the soil boring logs are the UC Unconfined Compressive Strength levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In (PID) Photo-Ionization Detector low permeability soils,accurate determination of groundwater levels is not possible with short term (OVA) Organic Vapor Analyzer water level observations. Descriptive Soil Classification Soil classification as noted on the soil boring logs is based Unified Soil Classification System. Where sufficient laboratory data exist to classify the soils consistent with ASTM D2487"Classification of Soils for Engineering Purposes"this procedure is used.ASTM D2488"Description and Identification of Soils(Visual-Manual Procedure)"is also used to classify the soils, particularly where insufficient laboratory data exist to classify the soils in accordance with ASTM D2487.In addition to USCS classification,coarse grained soils are classified on the basis of their in-place relative density,and fine-grained soils are classified on the basis of their consistency. See"Strength Terms"table below for details.The ASTM standards noted above are for reference to methodology in general. In some cases,variations to methods are applied as a result of local practice or professional judgment. Location And Elevation Notes Exploration point locations as shown on the Exploration Plan and as noted on the soil boring logs in the form of Latitude and Longitude are approximate. See Exploration and Testing Procedures in the report for the methods used to locate the exploration points for this project.Surface elevation data annotated with+/-indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead,the surface elevation was approximately determined from topographic maps of the area. Strength Terms Relative Density of Coarse-Grained Soils Consistency of Fine-Grained Soils (More than 50% retained on No. 200 sieve.) (50%or more passing the No. 200 sieve.) Density determined by Standard Penetration Resistance Consistency determined by laboratory shear strength testing, field visual-manual procedures or standard penetration resistance Standard Penetration or Unconfined Compressive Standard Penetration or Relative Density N-Value Consistency Strength N-Value (Blows/Ft.) Qu (tsf) (Blows/Ft.) Very Loose 0- 3 Very Soft less than 0.25 0 - I Loose 4-9 Soft 0.25 to 0.50 2 1 Medium Dense 10-29 Medium Stiff 0.50 to 1.00 5 - 8 Dense 30-50 Stiff 1.00 to 2.00 9- 15 Very Dense > 50 Very Stiff 2.00 to 4.00 16 - 30 Hard >4.00 > 30 Relevance of Exploration and Laboratory Test Results Exploration/field results and/or laboratory test data contained within this document are intended for application to the project as described in this document. Use of such exploration/field results and/or laboratory test data should not be used independently of this document. Facilities I Environmental I Geotechnical I Materials Geotechnical Engineering Report Round Rock Fire Station 11 1 Round Rock, Texas ierracon October 2, 2025 1 Terracon Project No. AC255022 Unified Soil Classification System Criteria for Assigning Group Symbols and Group Names Using Soil Classification Laboratory Tests A Group Symbol Group Name 8 Gravels: Clean Gravels: Cu>_4 and 1_Cc<_3 E GW Well-graded gravel F More than 50% of Less than 5% fines c Cu<4 and/or[Cc<1 or Cc>3.01 E GP Poorly graded gravel F coarse fraction Fines classify as ML or MH GM Silty gravel F•G•H retained on No. 4 Gravels with Fines: Coarse-Grained Soils: sieve More than 12%fines c Fines classify as CL or CH GC Clayey gravel F,°•H More than 50% retained on No. 200 sieve Cu>_6 and 1<_Cc<_3 E SW Well-graded sand I Sands: Clean Sands: 50%or more of Less than 5% fines° Cu<6 and/or[Cc<1 or Cc>3.0] E SP Poorly graded sand I coarse fraction Fines classify as ML or MH SM Silty sand passes No. 4 sieve Sands with Fines: c,N,r More than 12%fines ° Fines classify as CL or CH SC Clayey sand °•H•I Silts and Clays: Inorganic: PI > 7 and plots above"A"lineCL Lean clay K,`•M Liquid limit less than PI < 4 or plots below"A"line 3 ML Silt K,4 M 50 LL oven dried Organic clay K,L,M,N Fine-Grained Soils: Organic: <0.75 OL LL not dried Organic silt K,`,M,o 50% or more passes the No. 200 sieve PI plots on or above"A"line CH Fat clay K `•M Silts and Clays: Inorganic: PI plots below"A"line MH Elastic silt K,�,M Liquid limit 50 or more Organic: <0.75 OH LL oven dried Organic clay K,`,M,v LL not dried Organic silt K,L,M,Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat " Based on the material passing the 3-inch (75-mm) sieve. H If fines are organic, add "with organic fines"to group name. e If field sample contained cobbles or boulders, or both, add"with I If soil contains >_ 15% gravel, add"with gravel"to group name. cobbles or boulders, or both"to group name. ' If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. c Gravels with 5 to 12%fines require dual symbols: GW-GM well- K If soil contains 15 to 29% plus No. 200, add"with sand"or graded gravel with silt, GW-GC well-graded gravel with clay, GP-GM "with gravel,"whichever is predominant. poorly graded gravel with silt, GP-GC poorly graded gravel with clay. ` If soil contains >_ 30% plus No. 200 predominantly sand, add ° Sands with 5 to 12% fines require dual symbols: SW-SM well- "sandy"to group name. graded sand with silt, SW-SC well-graded sand with clay, SP-SM M If soil contains >_ 30% plus No. 200, predominantly gravel, add poorly graded sand with silt, SP-SC poorly graded sand with clay. "gravelly"to group name. E Cu = 136o/Dio Cc = (D.)2 H PI >_ 4 and plots on or above"A"line. °PI < 4 or plots below"A"line. D10 x D. P PI plots on or above"A"line. F If soil contains >_ 15%sand, add"with sand"to group name. Q PI plots below"A"line. e If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. 60 1 - For classification of fine-grained soils and fine-grained fraction ' 50 of coarse-grained soils ' Equation of"A"-line n Horizontal at P1=4 to LL=25.5. W 40 — then PI=0.73(LL-20) `0+ p Equation of"U"-line �o Z Vertical at LL=16 to P1=7. G 30 then PI=0.9(LL-8) ` 20 Geo` MH or OH 10 7---- L-, ML or OL o 0 10 16 20 30 40 50 60 70 80 90 100 11 LIQUID LIMIT(L.L.) Facilities I Environmental Geotechnical I Materials Geotechnical Engineering Report Wrerracon Round Rock Fire Station 11 1 Round Rock, Texas October 2, 2025 1 Terracon Project No. AC255022 Rock Classification Notes WEATHERING Term Description Fresh Mineral crystals appear bright; show no discoloration. Features show little or no staining on surfaces. Discoloration does not extend into intact rock. Slightly Rock generally fresh except along fractures. Some fractures stained and discoloration may extend <0.5 inches into weathered rock. Moderately Significant portions of rock are dull and discolored. Rock may be significantly weaker than in fresh state near weathered fractures. Soil zones of limited extent may occur along some fractures. Highly weathered Rock dull and discolored throughout. Majority of rock mass is significantly weaker and has decomposed and/or disintegrated; isolated zones of stronger rock and/or soil may occur throughout. Completely All rock material is decomposed and/or disintegrated to soil. The rock mass or fabric is still evident and largely intact. weathered Isolated zones of stronger rock may occur locally. STRENGTH OR HARDNESS Description Field Identification Uniaxial Compressive Strength, psi (tsf) Extremely strong Can only be chipped with geological hammer. Rock rings on hammer blows. Cannot be >36,000 (>2,592) scratched with a sharp pick. Hand specimens require several hard hammer blows to break. Several blows of a geological hammer to fracture. Cannot be scratched with a 20d 15,000-36,000 (1,080- Very strong common steel nail. Can be scratched with a geologist's pick only with difficulty. 2,592) More than one blow of a geological hammer needed to fracture. Can be scratched with a 7,500-15,000 (540- Strong 20d nail or geologist's pick. Gouges or grooves to 1/4 inch deep can be excavated by a hard 1,080) blow of a geologist's pick. Hand specimens can be detached by a moderate blow. One blow of geological hammer needed to fracture. Can be distinctly scratched with 20d nail. Can be grooved or gouged 1/16 in. deep by firm pressure with a geologist's pick Medium strong 3,500-7,500 (252-540) point. Can be fractured with single firm blow of geological hammer. Can be excavated in small chips (about 1-in. maximum size) by hard blows of the point of a geologist's pick; Shallow indent by firm blow with geological hammer point. Can be gouged or grooved Weak readily with geologist's pick point. Can be excavated in pieces several inches in size by 700-3,500 (50.4-252) moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Crumbles under firm blow with geological hammer point. Can be excavated readily with Very weak the point of a geologist's pick. Pieces 1-in. or more in thickness can be broken with finger 150-700 (10.8-50.4) pressure. Can be scratched readily by fingernail. DISCONTINUITY DESCRIPTION rs Fracture Spacing Bedding Spacing (Joints, Faults, Other Fractures) (May Include Foliation or Banding) 49" Description Spacing �pescription Spacing Intensely fractured < 2.5 inches Laminated < Yz-inch Highly fractured 2.5 - 8 inches Very thin 1/2 - 2 inches Moderately fractured 8 inches to 2 feet Thin 2 inches - 1 foot Slightly fractured 2 to 6.5 feet Medium 1 - 3 feet Very slightly fractured > 6.5 feet Thick 3 - 10 feet Massive > 10 feet ROCK QUALITY DESIGNATION (RQD) 1 Description RQD Value (%) Very Poor 0 - 25 Poor 25 - 50 Fair 50 - 75 Good 75 - 90 Excellent 90 - 100 1. The combined length of all sound and intact core segments equal to or greater than 4 inches in length, expressed as a percentage of the total core run length. Facilities I Environmental I Geotechnical I Materials 800 Paloma Drive, Suite 160 ierracon Round Rock, 78665 P (512) 628 8600 Terracon.com November 14, 2025 City of Round Rock 212 Commerce Boulevard Round Rock, Texas 78664 Attn: Hayden Schiller P: 737-329-6596 E: pschiller@roundrocktexas.gov RE: Geotechnical Engineering Report - Supplemental Letter 1 Round Rock Fire Station 11 SEC of Seton Parkway and University Boulevard Round Rock, Texas Terracon Project No. AC255022 - Rev.2 Dear Mr. Schiller: As requested by Mr. Hayden Schiller, this letter provides supplemental geotechnical recommendations for pavement thickness at the above referenced project. Geotechnical recommendations for the project were provided in Terracon Report No. AC255022 - Rev.2, dated October 2, 2025 (referred to as "Report" herein). From Mr. Schiller, we understand that the pavement analyses should comply with the City of Round Rock Transportation Criteria Manual (TCM) requirements. Since pavement guidelines for parking lots and driveways are not included in the TCM, Terracon selected parameters based on anticipated traffic conditions and local practice. Pavements The traffic loading parameters in our pavement analyses were selected in accordance with local practice and are outlined below. If any of the parameters are known to be incorrect, let us know so we can revise as needed. Traffic Loading Estimates Parameter Value Number of Lanes in Each Direction 1 500 (Traffic Class I) Initial Average Daily Traffic, ADT; 1,000 (Traffic Class II) Truck Percentage, TP (%) 2 Facilities I Environmental j Geotechnical I Materials Supplemental Letter 1 Round Rock Fire Station 11 i Round Rock, Texas ierracon November 14, 2025 i Terracon Project No. AC255022 - Rev.2 Traffic Loading Estimates Parameter Value Truck Equivalency Factor, TF 0.5 Directional Distribution Factor, DDF (%) 100 Lane Distribution Factor, LDF (%) 100 Annual Growth Rate, GR (%) 0 Design Period, DL 20 The design parameters in our pavement analyses are selected in accordance with local practice and are outlined below. If any of the parameters are known to be incorrect, let us know so we can revise as needed. Design Parameters for Pavement Analyses Parameter Value Pavement Analysis Period 20 36,500 (Traffic Class I) ESALs at 20 Years (1 Direction) 73,000 (Traffic Class II) Design Confidence Level B, 90% Initial Serviceability 4.2 Terminal Serviceability 2.5 HMAC: 500 ksi Crushed Limestone Base: 40 ksi Elastic Modulus Select Paving Fill: 8 ksi Moisture Conditioned Subgrade: 4 ksi HMAC: 0.35 Crushed Limestone Base: 0.35 Poisson's Ratio Select Paving Fill: 0.4 Moisture Conditioned Subgrade: 0.4 Presented below are our recommended minimum pavement thicknesses for asphaltic concrete pavement for Round Rock Fire Station 11 based on pavement analyses using TxDOT's FPS21 software. Facilities I Environmental i Geotechnical I Materials Supplemental Letter 1 �„- Round Rock Fire Station 11 1 Round Rock, Texas r ierracon November 14, 2025 1 Terracon Project No. AC255022 - Rev.2 Asphaltic Concrete Pavement Thickness (inches) Layer Traffic Class I ' Traffic Class II ' HMAC 2 3.0 4.0 Crushed Limestone Base z 7.0 7.0 Select Paving Fill 2 12.0 or greater 3 12.0 or greater 3 1. See Project Description for more specifics regarding traffic assumptions. 2. All materials should meet the Specifications as outlined in Pavement Materials below. 3. A minimum of 12 inches of select paving fill should be provided below the bottom of the crushed limestone base in all pavement areas. In pavement areas requiring grade raises, only select paving fill can be used to bring the existing grades up to the bottom of the crushed limestone base layer. Portland Cement Reinforced Concrete Pavement Section Thicknesses Based on information provided to us, we understand a 76,000 pound fire engine is the design vehicle for the concrete pavements. Based on information provided to us, the fire engine is anticipated to make 20 trips per day over a 30-year design life. In areas where fire engines are not anticipated, we have assumed ACI 330 Traffic Spectrum B with 10 trucks per day. Presented below are our recommended minimum pavement thicknesses for Portland cement reinforced concrete pavement for Round Rock Fire Station 11 based on the Street Pave 12 software by the American Concrete Pavement Association. If any of the parameters are known to be incorrect, let us know so we can revise as needed. Minimum Portland Cement Reinforced Concrete Pavement Thickness (inches) Layer Traffic Category B ' Traffic Category E ' Reinforced PCC 2 7.5 7.5 Select Paving Fill z 12.0 or greater 3 12.0 or greater 3 1. See Project Description for more specifics regarding traffic classifications. 2. All materials should meet the Specifications as outlined in Pavement Materials in our original Geotechnical Engineering Report. Fa ili'Sr:; I Fnvirnimental i Geotechnical I Materials Supplemental Letter 1 Round Rock Fire Station 11 i Round Rock, Texas dd Terracon November 14, 2025 1 Terracon Project No. AC255022 - Rev,2 Minimum Portland Cement Reinforced Concrete Pavement Thickness (inches) Layer Traffic Category B ' Traffic Category E ' 3. A minimum of 12 inches of select paving fill should be provided below the reinforced PCC layer in all pavement areas. In pavement areas requiring grade raises, only select paving fill can be used to bring the existing grades up to the bottom of the reinforced PCC layer. Closure We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this letter, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. TBPE Firm Registration No. F-3272 ��G�VS��•fiLLNI/ '��o.��� ..�P��......... OF TF�>>1 Tabassum Mostafa Field Engineer �•* ..� � ?. *al t EDWARD . ESCOBAR JAfMES O� �t 9 ....................... 23388........... Mww( 7aiwes °�� �%NSE ••��,e ,1`��NAUw NG�� Edward E. Jaimes, P.E. Manager Regional Services Facilities =nvironmontal Geotechnical I hlatoOals Supplemental Letter 1 Round Rock Fire Station 11 1 Round Rock, Texas r� ierracon November 14, 2025 1 Terracon Project No. AC255022 - Rev.2 Supporting Information Contents: FPS21 Analysis Output - Round Rock Fire Station 11 (10 Pages) StreetPave12 Analysis Output - Round Rock Fire Station 11 (12 Pages) Note: All attachments are one page unless noted above. Facilities I Environmental I Geotechnical I Materials Texas-- Department of Transportation --------------------------------------------------------------------------- TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.5 FLEXIBLE PAVEMENT SYSTEM Releese:12-12.2018 -------------------------------------------------------------------------------- PAVEMENT DESIGN TYPE#5--ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAGE 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 1 -------------------------------------------------------------------------------- COMMENT_S ABOUT THIS PROBLEM -------------------------------------------------------------------------------- BASIC DESIGN CRITERIA LENGTH OF THE ANALYSIS PERIOD (YEARS) 20.0 MINIMUM TIME TO FIRST OVERLAY (YEARS) 20.0 MINIMUM TIME BETWEEN OVERLAYS (YEARS) 10.0 DESIGN CONFIDENCE LEVEL ( 90.0%) B SERVICEABILITY INDEX OF THE INITIAL STRUCTURE 4.2 FINAL SERVICEABILITY INDEX P2 2.5 SERVICEABILITY INDEX P1 AFTER AN OVERLAY 4.2 DISTRICT TEMPERATURE CONSTANT 31.0 SUBGRADE ELASTIC MODULUS by COUNTY (ksi) 4.00 INTEREST RATE OR TIME VALUE OF MONEY (PERCENT) 7.0 PROGRAM CONTROLS AND CONSTRAINTS NUMBER OF SUMMARY OUTPUT PAGES DESIRED ( 8 DESIGNS/PAGE) 3 MAX FUNDS AVAILABLE PER SQ.YD. FOR INITIAL DESIGN (DOLLARS) 99.00 MAXIMUM ALLOWED THICKNESS OF INITIAL CONSTRUCTION (INCHES) 99.0 ACCUMULATED VAX DEPTH OF ALL OVERLAYS (INCHES) (EXCLUDING LEVEL-UP) 6.0 TRAFFIC DATA ADT AT BEGINNING OF ANALYSIS PERIOD (VEHICLES/DAY) 500. ADT AT END OF TWENTY YEARS (VEHICLES/DAY) 1200. ONE-DIRECTION 20YEAR 18 kip ESAL (millions) 0.036 AVERAGE APPROACH SPEED TO THE OVERLAY ZONE(MPH) 35.0 AVERAGE SPEED THROUGH OVERLAY ZONE (OVERLAY DIRECTION) (MPH) 35.0 AVERAGE SPEED THROUGH OVERLAY ZONE (NON-OVERLAY DIRECTION) (MPH) 35.0 PROPORTION OF ADT ARRIVING EACH HOUR OF CONSTRUCTION (PERCENT) 4.0 PERCENT TRUCKS IN ADT 2.0 -------------------------------------------------------------------------------- Taro Transpodidon InsWe Print nme:11114M25 129:28 PM Page: 1 of 3 =E* Texas Department of Transportation TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.5 FLEXIBLE PAVEMENT SYSTEM Release.12-12-2018 ------------------------------------------------------------------------------ PAVEMENT DESIGN TYPE 9 5--ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAC,E 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 2 -------------------------------------------------------------------------------- INPUT DATA CONTINUED CONSTRUCTION AND MAINTENANCE DATA MINIMUM OVERLAY THICKNESS (INCHES) 2.0 OVERLAY CONSTRUCTION TIME (HOURS/DAY) 12.0 ASPHALTIC CONCRETE COMPACTED DENSITY (TONS/C.Y.) 1.90 ASPHALTIC CONCRETE PRODUCTION RATE (TONS/HOUR) 200.0 WIDTH OF EACH LANE (FEET) 12.0 FIRST YEAR COST OF ROUTINE MAINTENANCE (DOLLARS/LANE-MILE) 0.00 ANNUAL INCREMENTAL INCREASE IN MAINTENANCE COST (DOLLARS/LANE-MILE) 0.00 DETOUR DESIGN FOR OVERLAYS TRAFFIC MODEL USED DURING OVERLAYING 3 TOTAL NUMBER OF LANES OF THE FACILITY 4 NUMBER OF OPEN LANES IN RESTRICTED ZONE (OVERLAY DIRECTION) 1 NUMBER OF OPEN LANES IN RESTRICTED TONE (NON-OVERLAY DIRECTION) 2 DISTANCE TRAFFIC IS SLOWED (OVERLAY DIRECTION) (MILES) 0.60 DISTANCE TRAFFIC IS SLOWED (NON-OVERLAY DIRECTION) (MILES) 0.60 DETOUR DISTANCE AROUND THE OVERLAY ZONE (MILES) 0.00 PAVING MATERIALS INFORMATION MATERIALS COST E POISSON MIN. MAX. SALVAGE LAYER CODE NAME PER CY MODULUS RATIO DEPTH DEPTH PCT. 1 A ASPH CONC PVMT 150.00 500000. 0.35 3.00 6.00 30.00 2 B FLEXIBLE BASE 54.00 40000. 0.35 7.00 12.00 75.00 3 C STABILIZED SUBGR 15.00 8000. 0.40 12.00 16.00 90.00 4 D SUBGRADE(200) 2.00 4000. 0.40 200.00 200.00 90.00 --------------------------------------------------------------------------------- Texas Transportation InOMe print Time:11/14=25129.20 PM Page:2 of 3 Texas Department of Transportation ----------------------------------------------------------------------------- TEXAS DEPARTMENT OF TRANSPORTATION FP S21-1.5 FLEXIBLE PAVEMENT SYSTEM Release:12-12-2018 ------------------------------------------------------------------------------ PAVEMENT DESIGN TYPE#5--ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAGE 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 3 -------------------------------------------------------------------------------- C. LEVEL B SUMMARY OF THE BEST DESIGN STRATEGIES IN ORDER OF INCREASING TOTAL COST 1 -------------------------------------------------------------------------------- MATERIAL ARRANGEMENT ABC INIT. CONST. COST 28.00 OVERLAY CONST. COST 0.00 USER COST 0.00 ROUTINE MAINT. COST 0.00 SALVAGE VALUE -4.17 ------------------------------------------------------------------------------- TOTAL COST 23.83 -------------------------------------------------------------------------------- NUMBER OF LAYERS 3 -------------------------------------------------------------------------------- LAYER DEPTH (INCHES) D(1) 3.00 D(2) 7.00 D(3) 12.00 -------------------------------------------------------------------------------- NO.OF PERF.PERIODS 1 -------------------------------------------------------------------------------- PERF. TIME (YEARS) T(1) 40. -------------------------------------------------------------------------------- OVERLAY POLICY(INCH) (INCLUDING LEVEL-UP) -------------------------------------------------------------------------------- THE TOTAL NUMBER OF FEASIBLE DESIGNS CONSIDERED WAS 385 -------------------------------------------------------------------------------- Texas TranspoMlon Institute punt Time:I IM 4,2025 1:29:28 PM Page:3/ 5 Crack Life(milikm) -- Thickness Modulus Poison's (inches) (ksi) Ra[io Material Name .45 0.47 0.45 AC 300 50000 0 Is ASPH CONC PVM7 .4 0.43 - �--.�_....---- -----1 0.41 35 .38 035 Bnrc 7.00 4000 0 35 FLEXIBLE BASE 3 0.33 0.30 I - - -- - .250.27 .2 Yuhhasc 12.00 8 00 040 STABIUZEU SL'BGR IS .1 05 'rF0(0 037 1 0- 5 5 5.5 6 6.5 7 T5 8 8.5 9 9.5 .unyrudc 200.00 4.00 040 SUBGRADE(200) Thickness of Base Layer(in) I Fatigue Crack Model: s Rutting Life(million) 35 0.37 =3.291 3 031 Rutting Model: j, _.854 25_ o.2s j�rl =f�( Ev�-fa f4 =1.3713-09 2- f, f, =4.477 15 17 0,14 TFO(Traffic to Ist Overlay) 0,04(million) l i 0.11 Crack Life: 0.38(million) F t = 310.00 ( µE ) 05 007 x.09 TFO(0 037) Rut Life. 0.17(million) F v= -710.00 ( µE ) Traffic to Ist Overlay is calculated by analysis period: 20years and I8 klps_04millions 5 55 6 v 5 x 8.5 9 9.5 Also the startADT:500.0 and ending ADT:1200.0 Thickness of Base Layer(in) Mechanistic Check Conclusion: SFP21 Mechanistic Deelgn Check Output (FPS214.5Release:1242-2018) The design is OK ! Highway _ NA - Problem _ 1 CS-J NA-NA-NA Date 11114120P5 - District�Austin County MLLIAMSON Dania 7ype.Asphatt concrete♦flexible Baso r stabilized Subgrade over SubypCe INPUT PARAMETERS: Thickness ModulusPolsson's (inches) (ksi) Ratio Material Name The Heaviest Wheel Loads Daily(ATHWLD) 12000.0(lb) 300 50000 035 ASPH CONC PVM'f Percentage of"1 andetnAxles 50.0(%) FLEMLE BASE 7.00 40.00 0.35 FLEXIBLE BASE Modified Cohesionmeter Value 100.0 Design Wheel Load 15600.0(lb) STABB 6FD subm 1200 9.00 0.40 STABILIZED SUBGR Subgrade Texas Triaxial Class Number(TTC) 4.00 User Input TTC based on historical TEX-117-E SUBORADE(200) 200.00 4.00 040 SU'BGRADE(200) RESULT: Bed Rock 400.00 0.I S Bed Rock Triaxial Thickness Required 13.6(in) 36 Depth of Pavement Structure(in) The FPS Design Thickness 22.0(in) 34 r Allowable Thickness Reduction 0.0(in) 32 Modified Triaxial Thickness 13.6(in) 30 26 26 24 TRIAXIAL CHECK CONCLUSION: 22 20 The Design OK ! is- 16- 14 B1614 13.62 12 FPS 21 Triaxial Design Check Output (FPS21-1.5Releaae:l2-12-2018) 10 Highway NA Problem 1 a C-S-J NA-NA-NA Date 11/14/2025 0 1 2 3 4 5 6 7 9 9 10 11 12 13 14 is 16 17 Allowable Reduction (in) District Austin County WILLIAMSON Thickness Reduction Chart for Stabilized Layers Ds&Vn TowAsiattaft e«n«mft•nmfbk Dan•Stab++hasubilin,s.ay.rSusr.w Texas Department of Transportation ----------------------------------------------------------------------------- TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.5 FLEXIBLE PAVEMENT SYSTEM Release:12-12-201 B -------------------------------------------------------------------------------- PAVEMENT DESIGN TYPE#5--ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAGE 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 1 -------------------------------------------------------------------------------- COMMENTS ABOUT THIS PROBLEM -------------------------------------------------------------------------------- BASIC DESIGN CRITERIA LENGTH OF THE ANALYSIS PERIOD (YEARS) 20.0 MINIMUM TIME TO FIRST OVERLAY (YEARS) 20.0 MINIMUM TIME BETWEEN OVERLAYS (YEARS) 10.0 DESIGN CONFIDENCE LEVEL ( 90.0%) B SERVICEABILITY INDEX OF THE INITIAL STRUCTURE 4.2 FINAL SERVICEABILITY INDEX P2 2.5 SERVICEABILITY INDEX P1 AFTER AN OVERLAY 4.2 DISTRICT TEMPERATURE CONSTANT 31.0 SUBGRADE ELASTIC MODULUS by COUNTY (ksi) 4.00 INTEREST RATE OR TIME VALUE OF MONEY (PERCENT) 7.0 PROGRAM CONTROLS AND CONSTRAINTS NUMBER OF SUMMARY OUTPUT PAGES DESIRED ( 8 DESIGNS/PAGE) 3 MAX FUNDS AVAILABLE PER SQ.YD. FOR INITIAL DESIGN (DOLLARS) 99.00 MAXIMUM ALLOWED THICKNESS OF INITIAL CONSTRUCTION (INCHES) 99.0 ACCUMULATED MAX DEPTH OF ALL OVERLAYS (INCHES) (EXCLUDING LEVEL-UP) 6.0 TRAFFIC DATA ADT AT BEGINNING OF ANALYSIS PERIOD (VEHICLES/DAY) 1000. ADT AT END OF TWENTY YEARS (VEHICLES/DAY) 2120. ONE-DIRECTION 20YEAR 18 kip ESAL (millions) 0.073 AVERAGE APPROACH SPEED TO THE OVERLAY ZONE(MPH) 35.0 AVERAGE SPEED THROUGH OVERLAY ZONE (OVERLAY DIRECTION) (MPH) 35.0 AVERAGE SPEED THROUGH OVERLAY ZONE (NON-OVERLAY DIRECTION) (MPH) 35.0 PROPORTION OF ADT ARRIVING EACH HOUR OF CONSTRUCTION (PERCENT) 4.0 PERCENT TRUCKS IN ADT 2.0 -------------------------------------------------------------------------------- Taxes Tnnspoda6on InOMe print Tena:11114f2M 1:34:56 PM Page: 1 of 3 ITexas Department of Transportation ---------------------------------------------------------------------------- TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.5 FLEXIBLE PAVEMENT SYSTEM Release:12-12.2018 -------------------------------------------------------------------------------- PAVEMENT DESIGN TYPE#S--ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAGE 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 2 -------------------------------------------------------------------------------- INPUT DATA CONTINUED CONSTRUCTION AND MAINTENANCE DATA MINIMUM OVERLAY THICKNESS (INCHES) 2.0 OVERLAY CONSTRUCTION TIME (HOURS/DAY) 12.0 ASPHALTIC CONCRETE COMPACTED DENSITY (TONS/C.Y.) 1.90 ASPHALTIC CONCRETE PRODUCTION RATE (TONS/HOUR) 200.0 WIDTH OF EACH LANE (FEET) 12.0 FIRST YEAR COST OF ROUTINE MAINTENANCE (DOLLARS/LANE-MILE) 0.00 ANNUAL INCREMENTAL INCREASE IN MAINTENANCE COST (DOLLARS/LANE-MILE) 0.00 DETOUR DESIGN FOR OVERLAYS TRAFFIC MODEL USED DURING OVERLAYING 3 TOTAL NUMBER OF LANES OF THE FACILITY 4 NUMBER OF OPEN LANES IN RESTRICTED ZONE (OVERLAY DIRECTION) 1 NUMBER OF OPEN LANES IN RESTRICTED ZONE (NON-OVERLAY DIRECTION) 2 DISTANCE TRAFFIC IS SLOWED (OVERLAY DIRECTION) (MILES) 0.60 DISTANCE TRAFFIC IS SLOWED (NON-OVERLAY DIRECTION) (MILES) 0.60 DETOUR DISTANCE AROUND THE OVERLAY ZONE (MILES) 0.00 PAVING MATERIALS INFORMATION MATERIALS COST E POISSON MIN. MAX. SALVAGE LAYER CODE NAME PER CY MODULUS RATIO DEPTH DEPTH PCT. 1 A ASPH CONC PVMT 150.00 500000. 0.35 4.00 6.00 30.00 2 B FLEXIBLE BASE 54.00 40000. 0.35 7.00 12.00 75.00 3 C STABILIZED SUBGR 15.00 8000. 0.40 12.00 16.00 90.00 4 D SUBGRADE(200) 2.00 4000. 0.40 200.00 200.00 90.00 -------------------------------------------------------------------------------- Texas TransWadon InslUe prim Time:111142025 1:34:56 PM Papa:2 of 3 Texas Department of Transportation ----------------------------------------------------------------------------- TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.5 FLEXIBLE PAVEMENT SYSTEM Refease:12-12-2018 -------------------------------------------------------------------------------- PAVEMENT DESIGN TYPE#5—ACP+FLEX BASE+STAB SBGR OVER SUBGRADE PROB DIST.-14 COUNTY-246 CONT. SECT. JOB HIGHWAY DATE PAGE 1 Austin WILLIAMSON NA NA NA NA 11/14/2025 3 -------------------------------------------------------------------------------- C. LEVEL B SUMMARY OF THE BEST DESIGN STRATEGIES IN ORDER OF INCREASING TOTAL COST 1 -------------------------------------------------------------------------------- MATERIAL ARRANGEMENT ABC INIT. CONST. COST 32.17 OVERLAY CONST. COST 0.00 USER COST 0.00 ROUTINE MAINT. COST 0.00 SALVAGE VALUE -4.49 -------------------------------------------------------------------------------- TOTAL COST 27.68 -------------------------------------------------------------------------------- NUMBER OF LAYERS 3 -------------------------------------------------------------------------------- LAYER DEPTH (INCHES) D(1) 4.00 D(2) 7.00 D(3) 12.00 -------------------------------------------------------------------------------- NO.OF PERF.PERIODS 1 -------------------------------------------------------------------------------- PERF. TIME (YEARS) T(1) 40. -------------------------------------------------------------------------------- OVERLAY POLICY(INCH) (INCLUDING LEVEL-UP) -------------------------------------------------------------------------------- THE TOTAL NUMBER OF FEASIBLE DESIGNS CONSIDERED WAS 275 -------------------------------------------------------------------------------- Teras Tmspaftdon IrnitMe Print Time:11114=5 1:74:56 PM Papa:31 3 9 Crack Life(million) 7hfckhers Modr/as Poisson's Mereriaf Nome (inc*0 (W) Rado 11 0.83 0.78 4.00 50000 0.35 ASPH CONC?VMI' .7 0 71 0 75 ` 1 .6 0.62 1 a - 7.00 40,00 0.35 FLEXIBLE BASE 5 0.53 0.58 0.49 i .4 S1161aa 1200 8.00 0 40 STABILIZED SUBGR 3 I1 I TF0(0.073) 1 0 --T T-- �-- 5 5.5 6 65 7 75 8 85 9 95 SabOtle 200.00 4.00 0.40 SLBGRADE(200) Thickness of Base Layer(in) I 7 Rutting Life(million) Fatigue Crack Model: - 070 Nj =f (Et)f ( E,)f f, '7.%E-02 .6 0.59 j, 3.291 s ' i Rutting Model: j, - 854 0 50 4 Nd -�� EV)-" f, =1.37E-09 0.41 j =4.477 3 .35 0.29 _ 0.24 1 TFO(Trafiic to 1s(Overlay): 0.07(million) 020 on Crack Life: 0.66(million) Er� 262.00 ( Ne ) .1 TFO(0.073) Rut Life: 0.35(million) E v= •606.00 ( µe ) - Traffic to Ist Overlay is calculated by analysis period: 20years and 18 kips:.07n inions. 5 5.5 6 6.5 7 7.5 a 6.5 9 9.5 Also the start ADT:1000.0 and ending ADT.2120.0 Thickness of Base Layer(in) Mechanistic Check Conclusion: FPS 21 Mechanistic Design Check Output (FPS21-1.5Release:12-12-2018) The design is OK ! Fll,�t,WaY NA- - - -FDt. lem ---- C-S-J i NA-NA-NA _ 11/T 14f2025 - District �6n County WILLIAMSON �r7aahn 7ypa:Asphdr coaerara.FIWeNa Baso+Sra01112ad Subyrads over Sueyrmb - INPUT PARAMETERS: Thickness Modulus Poisson's (inches) (ksi) Ratio Material Name The I leaviest Wheel Loads Daily(ATHWLD) 12000.0(lb) ASPH CONC PVMT 4.00 50000 0 11 ASPH CGNC PVMT Percentage of TandemAxles 50.0(%) FLEXIBLE BASE 7 00 4000 0.35 FLEXIBLE BASE Modified Cohesionmeter Value 100.0 Design Wheel Load 15600.0(lb) Subgrade Texas Triaxial Class Number(TTC) 4.00 STABILIZED SUBGR 12.Oo B 00 040 STABILIZED SUBGR User Input TI-C based on historical TC•X-1 17-E SUBGRADE(2001 20000 4.00 040 SIIBGRADE(200) RESULT: Bed Rock 40000 015 Bed Rock Triaxial Thickness Required 13.6(in) 36 Depth of Pavement Structure(in) The FPS Design Thickness 23.0(in) 14 Allowable Thickness Reduction OA(in) 32- Modified Triaxial Thickness 13.6(in) 30 2s 26 24 TRIAXIAL CHECK CONCLUSION: 22 20 The Design OK ! is 16 14 1362 rz —— FPS 21 Triaxial Design Check Output (FPS21-1.5Release:12-12-2018) to— Highway NA Problem 1 C-s-d NA-NA-NA Date 1 1/1 4/2025 0 1 - 3 4 5 6 7 R -3 IC I1 ._ 11 14 15 16 17 Allowable Reduction (in) District Austin County WILLIAMSON Thickness Reduction Chart for Stabilized Layers DaNyn 7ypa:AaphaN concrete+Flexible Save+Stabilized Subgrade over Subgrada 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 1 of 6 StreetPave 12 Report for Concrete Pavement Design Project Name: Round Rock Fire Station 11 Route: SEC of Seton Parkway and University Boulevard Location: Round Rock Project Description: Owner/Agency: Round Rock Design Engineer: Tabassum M. Recommended Concrete Pavement Design Min. Required Thickness = 7.13 in *Because the doweled thickness is less than 8 in. and Design Thickness - 7.50 in cracking is the predicted cause of failure, dowel bars typically would not be recommended for the design Max. Joint Spacing = 15 ft details you provided. Failure Controlled By = Cracking Rounding Considerations: Thickness Adjustment Thickness (in.) Reliability at Specified Theoretical Life at Specified Design Life Reliability Rounded-Down 7.00 99.9 17 None (As-Designed) 7.13 90 30 Rounded-Up (Recommended) 7.50 99.9 59 Inputs Design Life: 30 years Reliability Reliability: 90 % Percent of Slabs Cracked at End of Design Life: 10 % Traffic Traffic Category: ACI 330-Category B Direction Distribution: 100 Design Lane Distribution: 100 Trucks per Day (two-way, at time of construction): 10 per day Truck Traffic Growth: 0 % per year Rigid ESALs = 2,122,912 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 2 of 6 Support Conditions Subgrade CBR (California Bearing Ratio): 3 Calculated Resilient Modulus of the Subgrade: 4,118 psi Subbase Top Layer: Not Selected Modulus: 0 psi Thickness : 0 in Layer 2: Not Selected Modulus: 0 psi Thickness: 0 in Layer 3: Not Selected Modulus: 0 psi Thickness: 0 in Composite Modulus of Subgrade Reaction (k-Value): k = 220 psi/in Concrete Properties 28-Day Flexural Strength (MR): 580 psi Macrofibers in Concrete? No Residual Strength: N/A % Modulus of Elasticity (E): 3,915,000 psi Modulus of Elasticity (E) = 6750 x MR Design Features Load Transfer Devices (Dowel Bars)? Yes Diameter = Not Recommended Edge Support Provided? Yes (e.g., tied concrete shoulder, curb and gutter, or widened lane) American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 3 of 6 Fatigue & Erosion Calculations Traffic Category. ACI 330—Category 8 Cracking Analysis Faulting Analysis Axle Axles per, Expected Stress Allowable Fatigue Allowable Erosion I nad.kine 1000 Tnirkc Ranatifinnc Patin Ronrtifinnc Cnncnmr+d Pnwer R—fifinnc Cnnsumarl Single Axles 18 1000 109575 0.389 unlimited 0.01 7.593 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 1 unlimited 0 0 unlimited 0 Tandem Axles 58 1000 109575 0.511 114052 96.07 21.65 569429 19.24 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 Tridem Axles 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 Total Fatigue Used%: 96.08 Total Erosion Used%: 19.24 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 4 of 6 Report for Asphalt Pavement Design Project Name: Round Rock Fire Station 11 Route: SEC of Seton Parkway and University Boulevard Location: Round Rock Project Description: Owner/Agency: Round Rock Design Engineer: Tabassum M. Recommended Asphalt Pavement Design Min. Required Asphalt Thickness = 10.18 in American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 5 of 6 Inputs Axle Axles per I nad kine lnnn Trucks Design Life: 30 years Single Axles Traffic 18 1000 0 0 Traffic Category: ACI 330—Category B 0 0 0 0 Direction Distribution: 100 0 0 0 0 Design Lane Distribution: 100 0 0 10 per day o 0 � erage daily truck traffic, two-way, all lanes) 0 0 AD 0 0 Truck Traffic Growth: 0 % per year Tandem Axles Flexible ESALs = 1,255,906 58 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tridem Axles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:12:06PM Engineer: Tabassum M. Page 6 of 6 Support Conditions Subgrade: M RSG [user-entered] = 4,118.00 psi M RSG [design] = 2,112.58 psi M RSG [design] = M RSG [user-entered] " (1-ZR"COV) Where: ZR=standard normal variate, calculated from user-entered reliability(R) COV=coefficient of variation typical of the project type and soils for the project Coefficient of Variation = 38 % Subbase: 12 inch Granular Base Reliability Specified Reliability = 90 % American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer: Tabassum M. Page 1 of 6 StreetPave 12 Report for Concrete Pavement Design Project Name: Round Rock Fire Station 11 Route: SEC of Seton Parkway and University Boulevard Location: Round Rock Project Description: Owner/Agency: Round Rock Design Engineer: Tabassum M. Recommended Concrete Pavement Design Min. Required Thickness = 7.28 in `Because the doweled thickness is less than 8 in. and Design Thickness — 7.50 in cracking is the predicted cause of failure, dowel bars typically would not be recommended for the design Max. Joint Spacing = 15 ft details you provided. Failure Controlled By = Cracking Rounding Considerations: Thickness Adjustment Thickness (in.) Reliability at Specified Theoretical Life at Specified Design Life Reliability Rounded-Down 7.00 99.9 8 None (As-Designed) 7.28 90 30 Rounded-Up (Recommended) 7.50 99.9 59 Inputs Design Life: 30 years Reliability Reliability: 90 % Percent of Slabs Cracked at End of Design Life: 10 % Traffic Traffic Category: ACI 330- Category D Direction Distribution: 100 Design Lane Distribution: 100 Trucks per Day (two-way, at time of construction): 20 per day Truck Traffic Growth: 0 % per year Rigid ESALs = 4,245,824 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer. Tabassum M. Page 2 of 6 Support Conditions Subgrade CBR (California Bearing Ratio): 3 Calculated Resilient Modulus of the Subgrade: 4,118 psi Subbase Top Layer: Not Selected Modulus: 0 psi Thickness : 0 in Layer 2: Not Selected Modulus: 0 psi Thickness: 0 in Layer 3: Not Selected Modulus: 0 psi Thickness: 0 in Composite Modulus of Subgrade Reaction (k-Value): k = 220 psi/in Concrete Properties 28-Day Flexural Strength (MR): 580 psi Macrofibers in Concrete? No Residual Strength: N/A % Modulus of Elasticity (E): 3,915,000 psi Modulus of Elasticity(E) = 6750 x MR Design Features Load Transfer Devices (Dowel Bars)? Yes Diameter = Not Recommended Edge Support Provided? Yes (e.g., tied concrete shoulder, curb and gutter, or widened lane) American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer: Tabassum M. Page 3 of 6 Fatigue & Erosion Calculations Traffic Category7 ACI 330—Category D Cracking Anal sisFaultin Analysis Axle Axles per Expected Stress Allowable Fatigue Allowable Erosion I—H.kine 7000 Tmrks Ranafifinnc Ratin Renatitinnc C.nQ.marl Pnwer Ranatitinnc rnncumert Single Axles 18 1000 219150 0.378 unlimited 0 7.168 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 Tandem Axles 58 1000 219150 0.498 228973 95.71 20.724 666775 32.87 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 Tridem Axles 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 0 0 0 0 unlimited 0 0 unlimited 0 Total Fatigue Used%: 95.71 Total Erosion Used%: 32.87 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer: Tabassum M. Page 4 of 6 Report for Asphalt Pavement Design Project Name: Round Rock Fire Station 11 Route: SEC of Seton Parkway and University Boulevard Location: Round Rock Project Description: Owner/Agency: Round Rock Design Engineer: Tabassum M. Recommended Asphalt Pavement Design Min. Required Asphalt Thickness = 11.17 in American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer: Tabassum M. Page 5 of 6 Inputs Axle Axles per I nad.kinc I 1nOn Tmrkc Design Life: 30 years Single Axles Traffic 18 1000 0 0 Traffic Category: ACI 330—Category D 0 0 0 0 Direction Distribution: 100 0 0 0 0 Design Lane Distribution: 100 0 0 20 per day o 0 � erage daily truck traffic, two-way, all lanes) 0 0 AD 0 0 Truck Traffic Growth: 0 % per year Tandem Axles Flexible ESALs = 2,502,145 58 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tridem Axles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 American Concrete Pavement Association www.acpa.org 11 apps.acpa.org 11/14/2025 1:14:08PM Engineer: Tabassum M. Page 6 of 6 Support Conditions Subgrade: M RSG [user-entered] = 4,118.00 psi M RSG [design] = 2,112.58 psi M RSG [design] = M RSG [user-entered] " (1-ZR*COV) Where: ZR=standard normal variate,calculated from user-entered reliability(R) COV=coefficient of variation typical of the project type and soils for the project Coefficient of Variation = 38 % Subbase: 12 inch Granular Base Reliability Specified Reliability= 90 % American Concrete Pavement Association www.acpa.org 11 apps.acpa.org COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information O ARc Energy Code: 2015 IECC `g'� 1 CA Project Title: CORR FS 119l0 Location: Round Rock,Texas Z Climate Zone: 2a Project Type: New Construction >,9 0143 Vertical Glazing/Wall Area: 6% TF OF 11/14/2025 Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Dedicated Outdoor Air System, 1.0 credit Building Area Floor Area 1-Fire Station : Nonresidential 15262 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof: Metal Building, Standing Seam, Single Insulation Layer 18789 0.0 25.0 0.039 0.035 with Thermal Blocks(c), High Albedo Roof Exemption = Steep Sloped Roof, [Bldg. Use 1 - Fire Station] NORTH EW-1A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 166 22.2 7.0 0.059 0.077 Station] EW-1A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 1744 22.2 7.0 0.059 0.077 Station] W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.41, [Bldg. Use 1 - Fire Station] (b) Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.10, [Bldg. Use 1 - Fire Station] (b) Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.10, [Bldg. Use 1 - Fire Station] (b) W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.Q7,JBJdg.Use 1 -Fire Station] (b) W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.08, (Bldg. Use 1 -Fire Station] (b) ST-2: Window: Metal Frame: Fixed, Perf. Specs.: Product ID FA- 61 --- --- 0.436 0.500 KAW-59508, SHGC 0.35, PF 1.19, [Bldg. Use 1 - Fire Station] (b) W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.09, [Bldg. Use 1 -Fire Station] (b) Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.09, [Bldg. Use 1 - Fire Project Title: CORR FS 11 Report date: 11/11/25 Data filename: Page 1 of 14 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Station] (b) EW-2A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 48 22.2 7.0 0.059 0.077 Station] ST-2: Door: Glass(over 50%glazing): Metal Frame, Entrance 13 --- --- 0.695 0.830 Door, Perf. Specs.: Product ID FA-KAW-25854, SHGC 0.19, PF 1.19, [Bldg. Use 1 - Fire Station] (b) EW-2A: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 335 22.2 7.0 0.059 0.077 Station] ST-2: Window: Metal Frame: Fixed, Perf. Specs.: Product ID FA- 52 --- --- 0.436 0.500 KAW-59508, SHGC 0.35, PF 1.19, [Bldg. Use 1 - Fire Station] (b) ST-2: Door: Glass(over 50%glazing): Metal Frame, Entrance 11 --- --- 0.695 0.830 Door, Perf. Specs.: Product ID FA-KAW-25854, SHGC 0.19, PF 1.19, [Bldg. Use 1 - Fire Station] (b) EW-7: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 158 22.2 7.0 0.059 0.077 Station] W3: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 39 --- --- 0.330 0.500 00411-00002, SHGC 0.33, PF 1.08, [Bldg. Use 1 - Fire Station] (b) EAST EW-1A: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 77 22.2 7.0 0.059 0.077 Station] EW-1B: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 574 22.2 7.7 0.057 0.077 Station] Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.40, [Bldg. Use 1 -Fire Station] (b) W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.40, [Bldg. Use 1 - Fire Station] (b) W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.40, [Bldg. Use 1 - Fire Station] (b) Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.40, [Bldg. Use 1 - Fire Station] (b) Wl: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.40, [Bldg. Use 1 - Fire Station] (b) EW-2A: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 27 22.2 7.0 0.059 0.077 Station] EW-2B: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 200 22.2 7.7 0.057 0.077 Station] EW-3: Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells 602 --- 5.8 0.115 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] Door: 149B: Uninsulated Double-Layer Metal, Non-Swinging, 32 --- --- 1.450 0.179 [Bldg. Use 1 -Fire Station] Door: 170: Uninsulated Single-Layer Metal, Swinging, [Bldg. 12 --- --- 0.700 0.610 Use 1 - Fire Station] EW-8: Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells 162 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] Door: 1498: Uninsulated Double-Layer Metal, Non-Swinging, 32 --- --- 1.450 0.179 [Bldg. Use 1 - Fire Station] Door: 170: Uninsulated Single-Layer Metal, Swinging, [Bldg. 12 --- --- 0.700 0.610 Use 1 - Fire Station] EW-5: Ext.Wall: Concrete Block, 12in., Partially Grouted, Cells 463 --- 5.8 0.113 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] 143E: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 - Fire Station] 143F: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 - Fire Station] 143G: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 - Fire Station] 143H: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1- Fire Station] Project Title: CORR FS 11 Report date: 11/11/25 Data filename: Page 2 of 14 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter ST-3: Door: Glass(over 50%glazing): Metal Frame, Entrance 15 --- --- 0.436 0.830 Door, Perf. Specs.: Product ID FA-KAW-59508, SHGC 0.35, PF 0.77, [Bldg. Use 1-Fire Station] (b) ST-3: Window: Metal Frame with Thermal Break: Fixed, Perf. 20 --- --- 0.436 0.500 Specs.: Product ID FA-KAW-59508, SHGC 0.35, PF 0.77, [Bldg. Use 1 -Fire Station] (b) EW-6: Ext. Wall: Concrete Block, 12in., Partially Grouted, Cells 1142 --- 5.8 0.111 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] 143E: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 127 --- --- 0.410 0.610 Use 1 - Fire Station] 143F: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 127 --- --- 0.410 0.610 Use 1- Fire Station] 143G: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 127 --- --- 0.410 0.610 Use 1 -Fire Station] 143H: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 127 --- --- 0.410 0.610 Use 1 - Fire Station] ST-3: Door: Glass(over 50%glazing): Metal Frame, Entrance 6 --- --- 0.436 0.830 Door, Perf. Specs.: Product ID FA-KAW-59508, SHGC 0.35, PF 0.77, [Bldg. Use 1 - Fire Station] (b) ST-3: Window: Metal Frame with Thermal Break: Fixed, Perf. 30 --- --- 0.436 0.500 Specs.: Product ID FA-KAW-59508, SHGC 0.35, PF 0.77, [Bldg. Use 1 - Fire Station] (b) EW-7: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Fire 543 22.2 7.0 0.059 0.077 Station] W3: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 39 --- --- 0.330 0.500 00411-00002, SHGC 0.33, PF 1.08, [Bldg. Use 1 -Fire Station] (b) W6: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 61 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.56, [Bldg. Use 1 -Fire Station] (b) W6: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 61 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.56, [Bldg. Use 1 -Fire Station] (b) SOUTH EW-1A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 187 22.2 7.0 0.059 0.077 Station] EW-1B: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 287 22.2 7.7 0.057 0.077 Station] W1: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.290 0.500 00515-00001, SHGC 0.24, PF 0.45, [Bldg. Use 1 -Fire Station] (b) EW-2A: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 73 22.2 7.0 0.059 0.077 Station] W5: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 12 --- --- 0.290 0.500 00515-00002, SHGC 0.22, PF 0.12, [Bldg. Use 1 - Fire Station] (b) EW-2B: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 90 22.2 7.7 0.057 0.077 Station] EW-3: Ext. Wall: Concrete Block, Bin., Partially Grouted, Cells 1344 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] 143j: Door: Uninsulated Single-Layer Metal, Swinging, [Bldg. 8 --- --- 0.700 0.610 Use 1 - Fire Station] W2: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.290 0.500 00515-00002, SHGC 0.24, PF 0.06, [Bldg. Use 1 - Fire Station] (b) W2: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.290 0.500 00515-00002, SHGC 0.24, PF 0.06, [Bldg. Use 1 -Fire Station] (b) W2: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.290 0.500 00515-00002, SHGC 0.24, PF 0.06, [Bldg. Use 1 - Fire Station] (b) W2: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 4 --- --- 0.290 0.500 00515-00002, SHGC 0.24, PF 0.08, [Bldg. Use 1 -Fire Station] (b) Project Title: CORR FS 11 Report date: 11/11/25 Data filename: Page 3 of 14 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter EW-8: Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells 387 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 -Fire Station] 143j: Door: Uninsulated Single-Layer Metal, Swinging, [Bldg. 16 --- --- 0.700 0.610 Use 1 - Fire Station] EW-4: Ext.Wall: Concrete Block, 8in., Partially Grouted, Cells 75 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] EW-7: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1- Fire 158 22.2 7.0 0.059 0.077 Station] W3: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 39 --- --- 0.290 0.500 00515-00001, SHGC 0.24, PF 1.08, [Bldg. Use 1 - Fire Station] (b) WEST EW-1A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 - Fire 237 22.2 7.0 0.059 0.077 Station] W4: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 19 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.14, [Bldg. Use 1 - Fire Station] (b) EW-1B: Ext. Wall: Steel-Framed, 161n. o.c., [Bldg. Use 1 -Fire 428 22,2 7.7 0.057 0.077 Station] EW-2A: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 158 22.2 7.0 0.059 0.077 Station] W4: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 26 --- --- 0.330 0.500 00507-00002, SHGC 0.23, PF 0.14, [Bldg. Use 1 - Fire Station] (b) EW-2B: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Fire 523 22.2 7.7 0.057 0.077 Station] ST-1: Door: Glass(over 50%glazing): Metal Frame, Entrance 49 --- --- 0.695 0.830 Door, Pert. Specs.: Product ID FA-KAW-25854, SHGC 0.19, PF 1.03, [Bldg. Use 1 - Fire Station] (b) ST-1: Window: Metal Frame with Thermal Break: Fixed, Perf. 22 --- --- 0.436 0.500 Specs.: Product ID FA-KAW-59508, SHGC 0.35, PF 1.03, [Bldg. Use 1- Fire Station] (b) EW-3: Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells 576 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 -Fire Station] Door: 1518: Uninsulated Double-Layer Metal, Non-Swinging, 19 --- --- 1.450 0.179 [Bldg. Use 1 - Fire Station] EW-8: Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells 218 --- 5.8 0.117 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] Door: 1518: Uninsulated Double-Layer Metal, Non-Swinging, P9 --- --- 1.450 0.179 [Bldg. Use 1 - Fire Station] EW-5: Ext.Wall: Concrete Block, 12in., Partially Grouted, Cells 403 --- 5.8 0.113 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] 143A: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1- Fire Station] 1438: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 -Fire Station] 143C: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 -Fire Station] 143D: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 69 --- --- 0.410 0.610 Use 1 -Fire Station] EW-6: Ext. Wall: Concrete Block, 12in., Partially Grouted, Cells 1010 --- 5.8 0.111 0.151 Empty, Light Density, Furring: None, [Bldg. Use 1 - Fire Station] 143A: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 128 --- --- 0.410 0.610 Use 1 - Fire Station] 143B: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 128 --- --- 0.410 0.610 Use 1 - Fire Station] 143C: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 128 --- --- 0.410 0.610 Use 1 - Fire Station] 143D: Door: Uninsulated Double-Layer Metal, Swinging, [Bldg. 128 --- --- 0.410 0.610 Use 1 - Fire Station] EW-7: Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Fire 513 22.2 7.0 0.059 0.077 Station] W3: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 39 --- --- 0.330 0.500 00411-00002, SHGC 0.33, PF 1.08, [Bldg. Use 1 -Fire Project Title: CORR FS 11 Report date: 11/11/25 Data filename: Page 4 of 14 Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor., Perimeter Station] (b) W6: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 81 --- --- 0.330 0.500 00411-00002, SHGC 0.33, PF 0.56, [Bldg. Use 1 - Fire Station] (b) W6: Metal Frame: Fixed, Perf. Specs.: Product ID WEA-N-328- 61 --- --- 0.330 0.500 00411-00002, SHGC 0.33, PF 0.56, [Bldg. Use 1 -Fire Station] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. Envelope PASSES: Design 15% better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Brian Carlson, Architect _ . - 11/14/2025 Name-Title Signature Date Project Title: CORR FS 11 Report date: 11/11/25 Data filename: Page 5 of 14 Mechanical Compliance Certificate Project Information P• ' �1� Energy Code: 2015 IECC / Project Title: CORR FS 11 / JOSHUA MCCAL IP / Location: Round Rock,Texas o 121545 Climate Zone: 2a / Project Type: New Construction /I1O�F���EN SE�•'���� S•'••...... •C'� 1�\S10NAL E� Construction Site: Owner/Agent: Designer/Contractor: 11/12/2025 Mechanical Systems List Quantity Component Description HVAC Systems 1 SS-2(Single Zone): Cooling:1 each-Split System(Cooling Mode),Capacity=20 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:None Proposed Efficiency=21.00 SEER,Required Efficiency=13.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:SS-2 I DATA-IT--Compliance(Motor nameplate HP and fan efficiency method): Passes Fans: SS-2 Supply,Constant Volume,463 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 SS-1 (Single Zone): Split System Heat Pump Heating Mode:Capacity=22 kBtu/h, Proposed Efficiency=8.20 HSPF,Required Efficiency=8.20 HSPF Cooling Mode:Capacity=28 kBtu/h, Proposed Efficiency=15.90 SEER,Required Efficiency=14.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:SS-1 I FITNESS 149--Compliance(Motor nameplate HP and fan efficiency method): Passes Fans: SS-1 Supply,Constant Volume,915 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 AHU-4(Single Zone): Split System Heat Pump Heating Mode:Capacity=120 kBtu/h, Proposed Efficiency=3.50 COP,Required Efficiency=3.30 COP Cooling Mode:Capacity=91 kBtu/h,,Air Economizer Proposed Efficiency=12.30 EER,Required Efficiency=11.00 EER Proposed Part Load Efficiency=22.60 IEER,Required Part Load Efficiency=12.00 IEER Fan System:AHU-4 I KITCHEN-BREAK--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: AHU-4 Supply,Constant Volume,1950 CFM,1.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP Quantity Component Description 1 AHU 3(Single Zone). Healing:1 each-Central Furnace,Gas,Capacity=78 kBtu/h Proposed Efficiency=80.00%EL Required Efficiency:80.00%Et or 78%AFUE Cooling:1 each-Split System,Capacity=35 kBtu/h,Air-Cooled Condenser,No Economizer, Economizer exception:None Proposed Efficiency=14.30 SEER,Required Efficiency=13.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0-00 Fan System:AHU-3 I ENTRY-OFFICER-STAFF DORM--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: ahu-3 Supply,Constant Volume,1 S20 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency.0.0 design fan efficiency,fan exception:Single fan<=5HP AHU-2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=58 kBtu/h Proposed Efficiency=80.00%EL Required Efficiency:80.00%Et or 78%AFUE Cooling:1 each-Single Package DX Unit.Capacity=26 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:None Proposed Efficiency=15.20 SEER,Required Efficiency=14.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:AHU-2 1 EMS-STAFF DORM--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: ahu-2 Supply,Constant Volume,900 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 AHU-1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=58 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency:80.00%Et or 78%AFUE Cooling:1 each-Split System,Capacity=28 kBtu/h,Air-Cooled Condenser,No Economizer, Economizer exception:None Proposed Efficiency=15.20 SEER,Required Efficiency=13.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:AHU-1 I WATCHTOWER-LOBBY--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: ahu-1 Supply,Constant Volume,750 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 SS-3(Single Zone): Split System Heat Pump Heating Mode:Capacity=22 kBtu/h, Proposed Efficiency=8.20 HSPF,Required Efficiency=8.20 HSPF Cooling Mode:Capacity=20 kBtu/h, Proposed Efficiency=21.00 SEER,Required Efficiency=14 00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:SS-3 I ATTIC 203--Compliance(Motor nameplate HP and fan efficiency method) Passes Fans: SS-3 Supply,Constant Volume,463 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 AHU-5(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=58 kBtu/h Proposed Efficiency=80.00%EL Required Efficiency:80.00%Et or 78%AFUE Cooling:1 each-Split System,Capacity=22 kBtu/h,Air-Cooled Condenser,No Economizer, Economizer exception:None Proposed Efficiency=14.50 SEER,Required Efficiency=13.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Fan System:AHU-5 I PD OFFICE-CONF 170--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: AHU-5 Supply,Constant Volume,700 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:Single fan<=5HP 1 EUH-1 (Single Zone w/ Heating:1 each-Unit Heater(EUH-1),Electric,Capacity=11 kBtu/h PerimeterSystem): No minimum efficiency requirement applies Fan System:EUH-1 I WORK ROOM 151 --Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: EUH-1 Supply,Constant Volume,400 CFM,0.2 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency.0.0 design fan efficiency,fan exception:Single fan<=5HP Water Heaters WH-1: Gas Storage Water Heater,Capacity:100 gallons,Input Rating:199 kBtu/h w/Circulation Pump Proposed Efficiency:97.00%Et,Required Efficiency:80.00%Et Mechanical Compliance Statement Compliance Statement.The proposed mechanical design represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. �! II Joshua McCall , PE 11/12/2025 Name-Title Signature Date eN(l COMcheck* Web TM Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: CORR FS 11 Location: Round Rock,Texas Climate Zone: 2a Project Type: New Construction Project No: 60265 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor. 2'!� OF \ • ERI••ZISSMAN.•• •X / ........ ................j Notes: /•'a: Q/ / 9• 111810 :�,� I'#'1�SS/CENS�"\ Energy Credits 11/12/2025 Description Credit Dedicated Outdoor Air System 1.0 r Required 1.0 Proposed Building Area Description Floor Area 1-Fire Station(Fire Station):Nonresidential 15262 n�( Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: CORR FS 11 Location: Round Rock,Texas Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor. Allowed Interior Lighting Power A B C D Area Category Floor Area(ft2) Allowed Watts/ft2 Allowed Watts 1-Dorm Rooms(Fire Stations:Sleeping Quarters) 1170 0.22 2-Police Office,Staff Offices,EMS&Workroom(Common Space 1052 1.11 Types:Office-Enclosed) 3-Restrooms(Common Space Types:Restrooms) 560 0.98 4-Laundry(Common Space Types:Laundry/Washing Area) 160 0.6 5-Day Room&Lobby(Common Space Types:Lounge/Breakroom) 800 0.73 6-Kitchen&Dining(Common Space Types:Dining Area-General) 270 0.65 7-Corridor&Staff Entry(Common Space Types:Corridor/Transition<8 ft 1350 0.66 wide) 8-Lockers(Common Space Types:Locker Room) 560 0.75 9-Bunker Gear Storage&Pantry(Common Space Types:Storage 1070 0.63 >=1000 sq.ft.) 10-Electrical Room&Equipment Platform(Common Space 1230 0.95 Types:Electrical/Mechanical) 11-Stairs(Common Space Types:Stairwell) 150 0.69 12-Appartus Bay(Manufacturing:High Bay(25-50 ft.Floor to Ceiling 6460 1.23 Height)) 13-Fitness(Gymnasium/Fitness Center:Exercise Area) 430 0.72 Total Allowed Watts: 14342 Proposed Interior Lighting Power A B C D Fixture ID:Description/Lamp/Wattage Per Lamp/ #of Fixture Fixture Watt. (B X C) Ballast 1-Dorm Rooms(Fire Stations:SleepingQuarters). M1:Mt:LED: 11 35 385 B1:B1:LED: 11 30 330 Lt:L1:LED: 9 39 351 2-Police Office,Staff Offices.EMS&Workroom(Common Space Types:Office-Enclosed) A B C D Fixture ID:Description/Lamp/Wattage Per Lamp/ #of Fixture Fixture Watt. (B X Q Ballast M2:M2:LED: 10 45 450 M1:M1:LED: 2 35 70 G2:G2:LED: 8 26 208 3-Restrooms(CommonSp&gq Tvpes:Restrooms). G3:G3:LED: 5 42 210 M1F:M1F:LED: 2 35 70 K1:K1:LED: 5 23 115 Cl:Cl:LED: 2 41 82 M2:M2:LED: 1 45 45 4-Laundry(Common Space Types:Laundrv/Washing Area G2:G2:LED: 3 26 78 5-Day,Room&Lob (Common Space Tvpes:Lounge/Breakroom). BAF:BAF:LED: 1 65 65 L4:L4:LED: 6 35 210 H4:H4:LED: 6 17 102 M1F:MIF:LED: 2 35 70 6-Kitchen&Dining_(Common Space TypQ%Dining Area-General), L1:L1:LED: 3 39 117 F5:F5:LED: 2 43 86 N:N:LED: 2 9 18 F2F:F2F:LED: 6 161 966 7-Corridor&Staff Enpy(Common SD3ce Ty,yN%Corridor/Transition<8 ft wide L1:LI:LED: 4 39 156 M1F:M 1 F:LED: 10 35 350 N:N:LED: 1 9 9 M1:M1:LED: 17 35 595 N1:N1:LED: 3 3 9 8-Lockers(Common Space Tvpes:Locker Rooml, M1F:MIF:LED: 2 35 70 M2:M2:LED: 4 45 180 L1:L1:LED: 1 39 39 G3:G3:LED: 2 42 84 9-Bunker Gear Sto ge&Pant (Common Space Ty,pes: toragg >=1000S A). A2:A2:LED: 3 40 120 G2:G2:LED: 12 26 312 M1:M1:LED: 4 35 140 10-Electrical Room&Equipment Platform(Common Space Types:ElectricaUMechanical), H2:H2:LED: 1 35 35 A2:A2:LED: 2 40 80 G2:G2:LED: 15 26 390 11-Stairs(Common Space Types:Stairwell), G2:G2:LED: 6 26 156 P:P:LED: 2 14 28 W2:W2:LED: 2 14 28 12-ApRartus Bav_(Manufacturing:High Bay,_(25-50 ft.Fioor to Ceiling Height)), A B C D Fixture ID: Description/Lamp/Wattage Per Lamp/ #of Fixture Fixture Watt. (B X C) Ballast U4:U4:LED: 20 117 2340 G2:G2:LED: 9 26 234 W2:W2:LED: 2 14 28 13-Fitness(Gymnasium/Fitness CentecExercise Area) W1:W1:LED: 5 45 225 BAF:BAF:LED: 1 65 65 Total Proposed Watts: 9701 Proposed Interior Lighting Controls Fixture Lighting Control 1-Dorm Rooms(Fire Stations:Sleeping Quarters) M1:M1:LED: Manual Control B1:131:LED: Manual Control 1-1:L1:LED: Manual Control 2-Police Office,Staff Offices,EMS&Workroom(Common Space Types:Office-Enclosed) M2:M2:LED: Occupancy Sensor M1:M1:LED: Occupancy Sensor G2:G2:LED: Occupancy Sensor 3-Restrooms(Common Space Types:Restrooms) G3:G3:LED: Occupancy Sensor M1 F:M1 F:LED: Occupancy Sensor K1:K1:LED: Occupancy Sensor Cl:Cl:LED: Occupancy Sensor M2:M2:LED: Occupancy Sensor 4-Laundry_(Common Space Types:Laundry/Washing Area) G2:G2:LED: Occupancy Sensor 5 Day Room&Lobby(Common Space Types:Lounge/Breakroom) BAF:BAF:LED: Occupancy Sensor 1-4:1-4:LED: Occupancy Sensor H4:H4:LED: Occupancy Sensor M 1 F:M 1 F:LED: Occupancy Sensor 6-Kitchen&Dining_(Common Space Types:Dining Area-General) L1:Lt:LED: Occupancy Sensor F5:F5:LED: Occupancy Sensor N:N:LED: Occupancy Sensor F2F:F2F:LED: Occupancy Sensor 7-Corridor&Staff Entry_(Common Space Types:Corridor/Transition<8 ft wide) 1-1:L1:LED: Occupancy Sensor M1 F:M1 F:LED: Occupancy Sensor N:N:LED: Occupancy Sensor M1:M1:LED: Occupancy Sensor N1_N1:LED: Occupancy Sensor 8-Lockers(Common Space Types:Locker Room) M1 F:M1 F:LED: Occupancy Sensor M2:M2:LED: Occupancy Sensor L1:1-1:LED: Occupancy Sensor Fixture Lighting Control G3:G3:LED: Occupancy Sensor 9-Bunker Gear Storage-&Pantrv_(Common Space Tvpes:Storage>=1000 sq.ft.) A2:A2:LED: Occupancy Sensor G2:G2:LED: Occupancy Sensor M1:M1:LED: Occupancy Sensor 10-Electrical Room&Equipment Platform(Common Space Types:Electrical/Mechanical) H2:H2:LED: Manual Control A2:A2:LED: Manual Control G2:G2:LED: Manual Control 11-Stairs(CommonSpace Types:Stairwell) G2:32:LED: Interior Timeswitch P:P:LED: W2:W2:LED: Interior Timeswitch 12-Appartus Ba v_(Manufacturing:High Bav_(25 50 ft.Floor to Ceiling Height)) U4:U4:LED: Occupancy Sensor G2:G2:LED: Occupancy Sensor W2:W2:LED: Occupancy Sensor 13-Fitness(Gymnasium/Fitness CentecExercise Area) W1:W1:LED: Occupancy Sensor BAF:BAF:LED: Occupancy Sensor Interior Lighting PASSES:Design 32%better than code Interior Lighting Compliance Statement Compliance Statement:The proposed interior lighting design represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Eric Zissman, PE 7' 17 11/12/2025 Name-Title Signature Date n�( Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: CORR FS 11 Location: Round Rock,Texas Climate Zone: 2a Project Type: New Construction Exterior Lighting Zone: Neighborhood business district(LZ2) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Watts/ Tradable Allowed Watts(B X ft2 Wattage C) Parking(Parking area) 8500 ft2 0.06 No 510.0 Driveway(Driveway) 22900 ft2 0.06 No 1374.0 Sidewalk&Building Perimeter(Walkway< 630 ft of walkway 0.70 No 441.0 10 feet wide) length Entry(Entry canopy) 510 ft2 025 No 127.5 Entry Doors(Other door(not main entry)) 18 ft of door width 20.00 No 360.0 Total Tradable Watts(a): 2812.5 Base Site Allowance(b): 600 Total Allowed Watts: 3412.5 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A base site allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamps/Fixture #of Fixture Fixture Watt. (C X D) Lamp/Ballast Parking_(Parking area,8500 ft2):Tradeable Wattage S1.2:S1.2:LED: 0 2 186 372 S1H:SIH:LED: 0 1 93 93 Z:Z:LED: 0 2 15 30 Driveway_Drivewa 22900 :Tradeable Wattage S6:S6:LED: 0 2 13 26 S1H:SIH:LED: 0 3 93 279 S4:S4:LED: 0 1 93 93 Z:Z:LED: 0 2 15 30 Sidewalk&Building Perimeter(Walkway<10 feet wide,630 h of walkway length):Tradeable Wattage A B C D E Fixture ID: Description/Lamp/Wattage Per Lamps/Fixture #of Fixture Fixture Watt. (C X D) Lamp/Ballast B:B:LED: 0 4 14 56 N2:N2:LED: 0 17 22 374 N4:N4:LED: 0 2 15 30 N3:N3:LED: 0 4 29 116 Entry(Entry canopy,510 112):Tradeable Wattage N4:N4:LED: 0 2 15 30 N3:N3:LED: 0 1 29 29 Y3:Y3:LED: 0 1 5 5 Entry Doors(Other door(not main entry),18 ft of door width): Tradeable Wattage Y3:Y3:LED: 0 4 5 20 Total Tradable Proposed Watts: 1583 Proposed Exterior Lighting Controls Fixture Lighting Control Parking_(Parking area.8500 ft2) S1.2:S1.2:LED: Daylight Shutoff S1 H:S1 H:LED: Daylight Shutoff Z:Z:LED: Daylight Shutoff Driveway_(Driveway.22900 ft2) S6:S6:LED: Daylight Shutoff S1 H:S1 H:LED: Daylight Shutoff S4:S4:LED: Daylight Shutoff Z:Z:LED: Daylight Shutoff Sidewalk&Building Perimeter(Walkway<10 feet wide.630 ft of walkway length) B:B:LED: Daylight Shutoff N2:N2:LED: Daylight Shutoff N4:N4:LED: Daylight Shutoff N3:N3:LED: Daylight Shutoff Entry_(Entry iganopy.510 ft2) N4:N4:LED: Daylight Shutoff N3:N3:LED: Daylight Shutoff Y3:Y3:LED: Daylight Shutoff Entry Doors(Other door(not main entry),18 It of door width) Y3:Y3:LED: Daylight Shutoff Exterior Lighting PASSES:Design 54%better than code Lighting Compliance Statement Compliance Statement:The proposed exterior lighting design represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Eric Zissman, PE IV 7 11/12/2025 Name-Title Signature Date 6% Inspection Checklist Energy Code:2015 IECC Requirements:0%were addressed directly in the COMCheCk software Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Plan Review Section - &Req.ID Plan Review Complies? Comments/Assumptions C406 Plans,specifications,and/or calculations E)Complies [PR9]1 provide all information with which compliance Does Not can be determined for the additional energy efficiency package options. Comply E)Not Observable Ej Not Applicable C103.2 Plans,specifications,and/or calculations Complies [PR4]1 provide all information with which compliance can be determined for the interior lighting and ❑Does Not electrical systems and equipment and Comply document where exceptions to the standard are 0 Not Observable claimed.Information provided should include interior lighting power calculations,wattage of ❑Not Applicable bulbs and ballasts,transformers and control devices. C103.2 Plans,specifications,and/or calculations E]Complies [PR8]1 provide all information with which compliance can be determined for the exterior lighting and ❑Does Not electrical systems and equipment and Comply document where exceptions to the standard are Not Observable claimed.Information provided should include exterior lighting power calculations,wattage of Not Applicable bulbs and ballasts,transformers and control devices. Additional Comments/Assumptions: High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Rough-In Electrical Inspection Section# &Req.ID Rough-In Electrical Inspection Complies? Comments/Assumptions C405.2.1 Lighting controls installed to uniformly []Complies [EL15]1 reduce the lighting load by at least 50%. n Does Not Comply Q Not Observable ❑Not Applicable C405.2.5[EL25]s Automatic lighting controls for exterior '❑Complies lighting installed.Controls will be daylight Does Not controlled,set based on business operation time-of-day,or reduce Comply connected lighting>30%. ❑Not Observable ❑Not Applicable C405.3[EL6]1 Exit signs do not exceed 5 watts per face. ❑Complies C)Does Not comply ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in required ❑Complies [EL18]1 spaces. ❑Does Not Comply ❑Not Observable 0 Not Applicable C405.2.1, Independent lighting controls installed per C)Complies C405.2.2.3 approved lighting plans and all manual ❑Dces Not [EL23]2 controls readily accessible and visible to occupants. Comply ❑Not Observable ❑Not Applicable C405.2.2.1 Automatic controls to shut off all building ❑Complies [EL22]2 lighting installed in all buildings. ❑Does Not Comply ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with individual ❑Complies [EL16]2 controls that control the lights Does Not independent of general area lighting. Comply ❑Not Observable ❑Not Applicable C405.2.3, Primary sidelighted areas are equipped ❑Complies C405.2.3.1, with required lighting controls. C405.2.3.2 ❑Does Not [EL20]1 amply ❑Not Observable ❑Not Applicable C405.2.3, Enclosed spaces with daylight area under ❑Complies C405.2.3.1, skylights and rooftop monitors are Does Not C405.2.3.3 equipped with required lighting controls. [EL21 Comply ] ❑Not Observable ❑Not Applicable C405.2.4[EL4]1 Separate lighting control devices for 0 Complies specific uses installed per approved O Does Not lighting plans. Comply ❑Not Observable ❑Not Applicable C405.2.4[EL8]' Additional interior lighting power allowed ❑Complies for special functions per the approved lighting plans and is automatically ❑Does Not controlled and separated from general Comply lighting. ❑Not Observable 0 Not Applicable Additional Comments/Assumptions: Lt High Impact(Tier 1) 2 Medium Impact Tier 2) 3 Low Impact(Tier 3) Final Inspection Section &Req.ID Final Inspection Complies? Comments/Assumptions C303.3, Furnished O&M instructions for systems and ❑Complies C408.2.5.2 equipment to the building owner or designated [FI17]3 representative. 0 Does Not Comply ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture lighting ❑Complies See the Interior Lighting fixture schedule for values [FI18]1 power is consistent with what is shown on the approved lighting plans,demonstrating ❑Does Not proposed watts are less than or equal to Comply allowed watts. ❑Not Observable ❑Not Applicable C405.5.1 Exterior lighting power is consistent with what ❑Complies See the Exterior Lighting fixture schedule for values [FI19]' is shown on the approved lighting plans, E]Does Not demonstrating proposed watts are less than or equal to allowed watts. Comply ❑Not Observable ❑Not Applicable C406.6 Dedicate outdoor air system efficiency ❑Complies [FI52]1 package:Buildings with hydronic and/or multiple-zone HVAC systems are equipped ❑Does Not with an independent ventilation system Comply designed to provide>=100-percent outdoor ❑Not Observable air to each individual occupied space,as specified by the IMC.The ventilation system is ❑Not Applicable capable of total energy recovery and includes HVAC system controls that manage temperature resets>=25 percent of delta design supply-air/room-air temp. C408.2.5.1 Furnished as-built drawings for electric power ❑Complies [FI16]3 systems within 90 days of system acceptance. ❑Does Not Comply ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ensure ❑Complies [F133]1 proper cafibration,adjustment,programming, and operation. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)