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HomeMy WebLinkAboutContract 55406-PM1CSC No. 55406-PM1 TABLE OF CONTENTS Page No. INVITATIONTO BIDDERS ........................................................................................4 RECITALS............. ....................................................................................................9 ARTICLE 1— DEFINITIONS ......................................................................................... 9 ARTICLE 2 — CONSTRUCTION .................................................................................10 ARTICLE 3— CONTRACT PRICE AND PAYMENT ................................................11 ARTICLE 4 — CONTRACT DOCUMENTS ................................................................12 ARTICLE 5— SURVEYS, STAKES, AND PERMITS ................................................12 ARTICLE 6— EXAMINATION OF JOB SITE ............................................................14 ARTICLE 7— TESTING,INSPECTIONS AND CORRECTION OF WORK............14 ARTICLE8— CHANGES IN WORK ..........................................................................15 ARTICLE 9— TIME FOR COMPLETION: EXTENSIONS OF TIME ......................15 ARTICLE 10 — USE OF LAND BY OWNER ..............................................................17 ARTICLE 11 — TRAFFIC CONTROL AND CLEAN UP ...........................................17 ARTICLE 12 — SUBCONTRACTORS ........................................................................17 ARTICLE 13 — PROTECTION AND CHARACTER OF WORKMEN ......................18 ARTICLE 14 — PROTECTION OF PROJECT .............................................................19 ARTICLE 15 — INDEMNITY AGREEMENT .............................................................19 ARTICLE 16 — INSURANCE TO BE MAINTAINED BY CONTRACTOR .............20 ARTICLE17 — NO WAIVER ....................................................................................... 22 ARTICLE18 — WARRANTY ....................................................................................... 22 ARTICLE 19 — TERMINATION OF CONTRACTOR BY OWNER ......................... 22 1 TABLE OF CONTENTS, cont�nued Pa�No. ARTICLE 20 — OTHER CONTRACTORS .................................................................. 24 ARTICLE 21 —ATTORNEY'S FEES ..........................................................................24 ARTICLE22 — NOTICES ............................................................................................. 24 ARTICLE23 — ASSIGNMENTS ..................................................................................25 ARTICLE 24 — GENERAL PROVI5IONS .................................................................. 25 ARTICLE 25 —NON-DISCRIlVIINATION ..................................................................26 ARTICLE26 — TAXES ................................................................................................. 27 ARTICLE 27 — BOOKS AND RECORDS ................................................................... 27 ARTICLE 28 — BOYCOTTING ISRAEL & ANTI-TERRORISM VERIFICATION.27 ARTICLE29 — ETHICS ................................................................................................ 28 ARTICLE 30 — ENVIRONMENTAL PROTECTION ................................................. 28 SIGNATUREPAGE .................................................................................................... 29 � TABLE OF CONTENTS� Continued LIST OF EXHIBITS EXHIBIT A IMPROVEMENTS EXHIBIT B CONTRACT DOCUMENTS EXHIBIT C SPECIFICATIONS EXHIBIT D ESTIMATED QUANTITIES AND UNIT COSTS, PERFORMANCE BOND, PAYMENT BOND, MAINTENANCE BOND EXHIBIT E SPECIAL CONDITIONS EXHIBIT F INVOICING 1NSTRUCTIONS EXHIBIT G SURVEY STAKING PROVIDED BY OWNER EXHIBIT I FORM 1295 EXHIBIT J GEOTECHNICAL REPORT INVITATION TO BIDDERS FOR LIBERTY TRAILS, PHASE 3- WATER, SEWER, AND DRAINAGE IMPROVEMENTS RECEIPT OF BIDS Sealed bids addressed to the Board of Directors of the Brookfield Fresh Water Supply District No. 1(BFWSD No. 1), will be received at the office of the engineer for the District, Pape- Dawson Engineers, Inc., 6500 West Freeway, Suite 700, Fort Worth, TX, 76116 for the construction of the Liberty Trails, Phase 3- Water, Sewer, and Drainage Impt�ovements, until 2:30 PM., Local Time, October, 14, 2020 and then publicly opened and read for "Liberry Tr•ails, Phase 3- Water•, Sewer, and Drainage bnprovements, Denton County, Texas" GENERAL DESCRIPTION OF WORK The major work will consist of the following: Water Improvements: Approximately 4,803 LF of 8" PVC water line, 8" gate valves, fire hydrants, water services to 1541ots and related work; Sanitary Sewer Improvements: Approximately 3,826 LF of 8" PVC sewer line, 690 LF of 15" PVC sewer line, 4" sanitary sewer services to 1541ots, 4' manholes, trench water stops, and related work; Drainage Improvements: 21", 24", and 27" storm drain systems, curb inlets, headwalls, safety end treatments, junction boxes, stone rip-rap. The above improvements are a part of the "Plans for the Construction of Water, Sewer, Paving, Drainage, and Street Light Improvements to serve Liberty Trails, Phase 3" as prepared by Pape- Dawson Engineers. Bids received after the closing time will be returned unopened. Each Bid mustbe accompanied by a bid bond or a certified or cashier's check, acceptable to the District, in an amount not less than five percent (5%) of the total amount bid, as a guarantee that the successful bidder will enter into the Contract and execute the Bonds on the forms provided and provide the required insurance certificates within seven (7) days after the date the Contractor is notified. QUALIFICATIONS OF BIDDERS 1. Summary. All contractors are required to be prequalified by the City prior to bid opening. To be eligible to bid the contractor must submit the Prequalification Statement included herein, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit a Bidder Prequaliiication Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must �le the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequaliiication Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certiiied copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The iirm's Texas Taxpayer ldenti�cation Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DLTNS number as issued by Dun & Bradstreet. This number is used by the District for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certiiied public accounting iirm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. ('7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one-year-old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is detertnined by multiplying the positive net warking capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequaliiication purposes. (10) In the case that a bidding date falls within the time a new iinancial statement is being prepared, the previous statement shall be updated with proper veriiication. b. Biddei- Pf•equalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor, and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalifcation for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. d. If a contractor has a valid prequaliiication letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. WATER, SANITARY SEWER,STORM - NEW DEVELOPMENTBLUE STAR UTILITIES, LLC4/30/2021 DOCUMENT EXAMINATION AND PROCUREMENTS Copies of the documents may be obtained and downloaded electronically at no charge by contacting a representative of the District Engineer: Adam Reeves, P.E., areeves@pape-dawson.com. DEVELOPER/DISTRICT'S RIGHT TO ACCEPT OR REJECT BIDS Developer and BFWSD NO. 1 reserves the right to waive irregularities and to accept or reject bids. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from Developer funds and District Bonds and dedicated by the District to the work under this INVITATION TO BIDDERS. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Adam S. Reeves, P.E., Pape-Dawson Engineers, Inc. Email: ar•eeves@pape-dawson.com Phone: (81 �) 870-3668 ADVERTISEMENT DATES Flower Mound Leader — September 20, 2020, September 27, 2020 CONSTRUCTION CONTRACT THIS CONSTRUCTION CONTRACT, referred to as "Contract," dated as of the date on the Contract Signature Page by and between the "Owner" designated on the Contract Signature Page and the "Contractor" designated on the Contract Signature Page is entered into with reference to the following recitals: A. Owner holds title to the land shown in the "Contract Documents" (as that term is hereinafter defned). The land described is referred to as the "Premises". B. Owner desires to have improvements constructed on portions of the Premises. The Improvements consist of the improvements described on Exhibit A to this Contract. C. Owner desires to engage Contractor and Contractor desires to be engaged as an independent contractor to perform the Work hereinafter described. NOW, THEREFORE, in consideration of the mutual promises contained herein the parties hereto agree as follows: ARTICLE 1 — DEFINITIONS 1.1 Whenever used in this Contract the following terms shall have the meaning hereinafter set forth: l.l.l "Improvements" shall mean the improvements to be constructed by Contractor pursuant to this Contract as described in Exhibit A. 1.1.2 "Work" shall mean the labor, material, and service required by the Contractor to construct the Improvements. 1.1.3 "Contract Documents" shall mean and include the following documents to the extent that the documents have been prepared: (i) This Construction Contract; (ii) The approved project drawings, specifications, general conditions and special conditions specifically referenced in this Construction Contract. (The special conditions, if any, are attached hereto as Exhibit E and incorporated herein by reference.) (iii) All addenda and modifications incorporated into or otherwise expressly made a part of any of the documents enumerated above before execution of this Contract; and 9 (iv) Any modification change order or written order for a change made or issued pursuant to the terms and conditions of this Contract. An enumeration of the Contract Documents appears in Exhibit B to this Contract. The Specifications are attached hereto as Exhibit C and incorporated herein by reference. 1.1.4 "Engineer" shall mean the Design Engineer of Record and his authorized representatives. 1.1.5 "Governing Public Authority" shall mean the governmental authority such as: District, Town, City, County, State and/or Federal government having jurisdiction over the Project whether it being public or private to include any and all of the Project's parts thereof. 1.1.6 "Subcontractor" shall mean any independent contractor having a direct contract with Contractor to furnish equipment, materials, or labor, labor and materials, or labor and equipment for the Improvements. 1.1.7 "Construction Manager" shall mean the person designated by Owner, who shall be the Owner's agent for making decisions or giving approvals at the Project Site which may be necessary or prudent for the smooth flow of the Work. All notices required to be given by Contractor to Owner in this Contract shall be deemed properly delivered to Owner when delivered to Construction Manager and Contractor shall be entitled to rely on Construction Manager's instruction and approvals. Owner shall have the right to change the Construction Manager at any time. 1.1.8 "Progress Payment" shall mean any installation of the Contract price payable to Contractor in the manner specified herein. 1.1.9 "Project Site" shall mean those portions of the Premises reasonably required for Contractor's use in constructing the Improvements. ARTICLE 2 — CONSTRUCTION 2.1 Contractor shall furnish and/or perform, or, subject to Owner's right to approve any subcontractor as hereinafter set forth, cause to be furnished and/or performed, all labor, materials and equipment, of every kind and description necessary to construct the Improvements in a first-class and good workmanlike manner in strict accordance with the requirements and provisions of the Contract Documents. 2.2 Contractor shall prepare and submit, after instructions from Owner to commence, an estimated progress schedule for constructing the Improvements to be approved by the Construction Manager and Owner. l0 2.3 Contractor agrees to cooperate with the Constniction Manager, as Owner's agent. The Construction Manager is authorized to give instructions, on Owner's behalf, to facilitate the smooth flow of work. 2.4 All drawings, specifications, descriptions, plats, field notes, reports, designs, samples and other documents or materials compiled or furnished by Contractor in the course of or as a result of performing the Work shall be the property of Owner and may be used by Owner for any purpose whatsoever at Owner's sole risk and expense. ARTICLE 3— CONTRACT PRICE AND PAYMENT 3.1 Unit Price. Owner shall pay Contractor for each item of the Work a unit price, as shown in Exhibit D, attached to this Contract. These unit prices shall be considered inclusive of all work. This work consists of delivery of the Contractual Improvements complete. 3.2 Pro re�ss Payments. Contractor may submit monthly progress billings for "Progress Payments" for one hundred percent (100%) of the value of the portion of the Work performed (excluding stored materials) during each monthly period, by following the format and procedure set forth in Exhibit F, Invoicing Instructions. Progress billings shall be submitted to the Construction Manager by the 25th day of the month. Subject to the provisions of this Article, ten percent (10%) of all Progress Payments shall be retained by Owner until Contractor's scope of work has been completed and accepted by the Owner and the Governing Public Authority. Such statement shall be categorized according to the code and unit item listing set forth on Exhibit D attached to this Contract. Such statement shall show the retained percentage. Subject to the aforesaid, Progress Payments will be made within twenty (20) days following Owner's receipt of Contractor's statement. Progress Payrnents for Improvements shall not be construed as evidence of acceptance of any part of Contractor's work. Contractor agrees to furnish, if and when required by Owner, payroll af�davits, receipts, vouchers, releases or claims for labor and material by Contractor and/or by subcontractors or other persons performing work or furnishing materials to Contractor or any subcontractor, all in form of content of satisfactory to Owner. 3.3 Withholdin� of Pavment. Owner may withhold from any Progress or other payment due Contractor under the terms of this Contract such amount as in the reasonable judgment of Owner shall be necessary to protect Owner from loss because of (i) defective work not remedied, (ii) lien claims filed, or evidence presented to Owner indicating a reasonable probability that such claims will be filed, by persons or entities who supplied labor, materials, or equipment used in the construction of the Improvements, (iii) failure of Contractor properly to pay subcontractors and persons supplying labor, materials, or equipment for use in the construction of the Improvements, (iv) damage caused by Contractor or its subcontractor, (v) reasonable evidence that the work cannot be completed for the unpaid balance due of the Contract Price, (vi) failure of Contractor to substantially comply with the material tertns of this Contract. When the above causes have been removed, payment shall be made for the amount withheld because of them. � 3.4 Final PaXtnent. Final payment, constituting the entire unpaid balance of the Contract price shall be made by Owner to Contractor when (i) the Contractor's Work has been fully performed and accepted by both the Governing Public Authority, Owner, and Engineer; and (ii) Contractor has furnished to Owner a iinal affidavit, in the form attached hereto, that payrolls, bills for materials and equipment, payments due to subcontractors, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered, have been paid or otherwise satisfied. Contractor agrees to obtain lien waivers from all Subcontractors on the project. ARTICLE 4 — CONTRACT DOCUMENTS 4.1 The Contract Documents are intended to complement each other and any items required by any one such document shall be deemed to be required by all such documents. Any word used in the Contract Documents, or any of them, which has a well-known technical or trade meaning shall be deemed to have been used in such document or documents in accordance with such meaning. In the event of any conflict between different provisions of the Contract Documents, Contractor shall advise Owner of such conflict and Owner shall direct Contractor how to proceed with regard to the matter about which there is such conflict. Contractor shall maintain one complete set of the Contract Documents at the Job Site which shall be available to the Construction Manager at all times and upon which the Contractor shall record all change and field adjustments. 4.2 Contractor understands and acknowledges that the detailed information contained in the Contract Documents is shown or stated therein with as much accuracy as could be obtained at the time such documents were prepared but that the exact accuracy of such detailed information is not guaranteed and the exact locations, measurements, and levels of the various items shown on the Contract Documents will be governed by the physical requirements of the Premises and the Improvements. 4.3 Contractor shall carefully examine all drawings and specifications for the Improvements before commencing the construction hereof and promptly notify Owner in writing of any observed discrepancies in such documents before commencing construction, but Contractor shall not be responsible for verifying the accuracy or completeness of such drawings and specifications prepared by Owner's engineers, architects or others. ARTICLE 5— SURVEYS, STAKES, AND PERMITS 5.1 Unless otherwise provided in the Contract Documents, Owner, at its own cost and expense, shall furnish all land surveys of the Premises required for the performance of this Contract, including surveys showing the general location of any easements or public utility lines on the Premises. Owner shall install points, bench marks, and stakes on the ground which are described in detail in Exhibit G, "Survey Staking Provided by Owner" and incorporated herein by reference. Contractor shall give Construction Manager at least twenty-four (24) hours prior notice of any such staking required by Contractor. 12 5.2 Contractor shall be responsible for all layouts not described in Exhibit G and shall protect and preserve the established reference points and shall make no changes of relocation or said points without the prior written approval of Owner. 5.3 Contractor shall be liable for the destruction or loss of any such benchmarks, reference points, or stakes caused by the negligent or intentional act or omission of Contractor or Contractor's employees, agents or representatives. 5.4 Contractor shall secure all permits from Governing Public Authority at his expense for the proper execution of the Work. Inspection fees, if any, shall be paid by the Owner. 5.5 Contractor shall not enter property adjacent to the Premises for any purpose without obtaining written permission to do so from the owner of such adjacent property, and shall provide written notice or evidence of same to Owner. Contractor shall be responsible for the preservation of all public property, wetlands, floodplains, trees, monuments, structures, fences, and improvements, along or adjacent to any street and/or right-of-way, from damages from Contractor's Work and shall use every precaution necessary to prevent damage of all monuments and property marks until an authorized agent of Owner has witnessed or otherwise referenced their location and shall not remove them until directed. Locations or utilities shown in the Contract Documents are general locations only and Contractor shall be responsible for determining the precise location of any and all utilities on the Premises prior to commencing the Work. Contractor shall also be responsible for calling for locations and locating existing utilities not documented or shown on plans. In the event Contractor shall disturb any landscaped or hardscaped areas while performing the Work, Contractor shall return those areas to their original condition prior to the Work being fully performed. Rectification of damage or destruction to the landscaping or hardscaped areas forming part of the adjacent properties shall be at Contractor's sole cost and expense. 5.6 Contractor shall at all times so conduct the Work as to insure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the Work, and to insure the protection of persons and property. Roads or streets shall not be closed to the public except with permission of the proper authorities. Fire hydrants and water valves on or adjacent to the Work shali be kept accessible to fire- fighting equipment at all times. Temporary provisions shall be made by Contractor to insure the use of sidewalks and the proper functioning of all gutters, sewer inlets, drainage ditches and irrigation ditches, which shall not be obstructed. Contractor is to advise Owner should any roads, streets, or other existing improvements require closure. 5.7 Contractor shall provide and maintain such sanitary accommodations for the use of its employees and those of its subcontractors as may be necessary to comply with the requirements and regulations of the local and state departments of health and Owner. 13 ARTICLE 6— EXAMINATION OF JOB SITE 6.1 Contractor has by careful examination ascertained (i) the nature and location of the Improvements, (ii) the surface conformation of the ground on which the Improvements are to be constructed, (iii) the character, quality, and quantity of the materials, equipment and facilities necessary to complete the Improvements, and (iv) the general and local observable conditions pertaining to the Improvements. Contractor enters this Contract solely because of the results of such examination and not because of any representations pertaining to the Improvements or the completion thereof made to Contractor by Owner or any agent of Owner and not contained in this Contract. Owner agrees that subsurface or other presently unknown conditions may be encountered during performance of the Work which may result in extension of time for completion and increase in compensation due Contractor. Contractor agrees to notify Owner promptly in writing upon encountering any such condition. Contractor will advise Owner in writing of the extent of the time delays and provide revised schedules of anticipated completion dates. ARTICLE 7— TESTING INSPECTIONS AND CORRECTION OF WORK 7.1 Should the Owner, the Contract Documents, or any law, ordinance, or Governing Public Authority require that any portion of the Work be tested or inspected, Contractor shall give notice to Owner (or Governing Public Authority if the Governing Public Authority is the inspecting body) when such portion is ready for such testing, inspection, or approval, or, if the testing, inspection or approval is to be made or given by a person other than Owner, of the time, place, and date when such testing, inspection or approval is to be made or given. Should any portion of the Work be covered up before inspection has taken place, the Contractor, at Contractor's sole cost and expense, shall uncover such portion of the Work for inspection as required by Owner or Governing Public Authority. 7.2 Owner or Governing Public Authority may request reexamination of any portion of the Work and Contractor must uncover such Work. Should such portion of the Work be found on such reexamination not to conform to the Contract Documents, Contractor shall bear the full cost of uncovering and replacing such portion. Should such portion of the Work on such reexamination be found to conform to the Contract Documents, Owner shall pay all costs of uncovering and replacing such portion. 7.3 Contractor shall promptly correct any portion of the Work that has been damaged or not performed in accordance with this Contract. If Contractor fails to make such corrections or fails to carry out the Work in accordance with this Contract, then Owner may give Contractor written notice to do so; and if Contractor fails within a seven (7) day period after receipt of such written notice to commence and continue correction and performance with diligence and promptness, then Owner may, without prejudice to other remedies Owner may have, correct such deficiencies or perform such Work; in such case an appropriate Change Order shall be issued deducting from payments then or thereafter due to Contractor the cost of correcting such deficiencies or performing such Work. If payments then ar thereafter due to Contractor are not sufficient to cover such amounts, 14 Contractor shall pay the difference to Owner. Contractor shall be required to pay such difference immediately upon written demand by Owner. ARTICLE 8— CHANGES IN WORK 8.1 Without invalidating this Contract and without notice to any surety or sureties on any bond or bonds required by Contractor, Owner may order modifications in the Work or may order additional work not shown in the Contract Documents to be performed by Contractor and such modifications or additional work may entitle Contractor to extra compensation. Such modifications or extra work shall be authorized by a written Change Order, signed by Owner, and approved by the City of Fort Worth; such written Change Order to be executed prior to such modiiications or extra work being commenced. 8.2 If modifications in the Work or additional work not shown on the Contract Documents are authorized pursuant to Paragraph 8.1 above, such additional work or modification shall be performed by Contractor and the cost thereof added to the Contract Price and paid by Owner upon completion of such additional work or modiiication. ARTICLE 9— TIME FOR COMPLETION: EXTENSIONS OF TIME 9.1 Owner shall give Contractor written notice to proceed and Contractor shall complete the work in the number of working days specified on the Exhibit D of the Contract. Contractor shall provide Owner a schedule prior to commencing work. Contractor shall commence work on the Improvements in accordance with schedule and shall, unless delayed by one of the causes stated in Paragraph 9.4, below, and documented as mentioned in Paragraph 9.5 below, work diligently and substantially continuously until completion of the Improvements. 9.2 A working day is deiined as a calendar day not including Saturdays, Sundays, or those legal non-days as specified in the list prepared by the Owner for contract purposes, in which weather or conditions not under the control of the Contractor shall permit the performance of the principal units of work underway for a continuous period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m. A principal unit of work shall be that unit which controls the completion time of the Contract. Nothing in this definition shall be construed as prohibiting the Contractor from working on Saturdays if he so desires and permission of the Governing Public Agency has been granted. If Saturday or Sunday work is permitted, working time shall be charged on the same basis as weekdays. City of Fort Worth inspection services will require advance authorization but will not be available for testing and inspection on Sundays. Where the working time is expressed as calendar days or a specific date, the concept of working days shall no longer be relevant to the contract. 9.3 Substantial Completion date shall be deiined in this contract and/or any of its accompanying exhibits as the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. 15 9.4 Either party, Contractor or Owner, may be excused for delays in the performance of this Contract caused by any intentional acts or gross neglect of the other, by any acts of any public enemy, by any acts of any governmental agency, by war or war defense conditions, by fires, by unusual delays in transportation, by labor disputes, or by any other cause resulting in delay of the Work which is beyond such party's reasonable control. Each party shall use due diligence to avoid any such delay or default and to resume performance under this Contract as promptly as possible after any such delay. 9.5 The completion date may only be changed for a delay of one of the causes mentioned in Paragraph 9.4. Any claim for an extension in the completion date by Contractor shall be based on written notice and supporting data delivered to Owner within thirty (30) days of the occurrence of the delaying event giving rise to the claim. Owner may allow Contractor an additional period of time to ascertain and collect more accurate data; however, all claims for adjustment of the Completion Date shall be determined by Owner. 9.6 The completion date will be extended in an amount equal to time lost due to delays beyond the control of Contractor, if a claim is made therefore and approved by Owner, as provided in Paragraph 9.5, which approval will not be unreasonably withheld or delayed. 9.7 Liquidated Damages for Failure to Complete on Time: The time of completion is the essence of this Contract. For each calendar day that any work shall remain uncompleted after the time specified in the Proposal and the Contract, or the increased time granted by the Owner, or as equitably increased by additional work or materials ordered after the Contract is signed, the sum per day given in the following schedule, unless.otherwise specified in the Special Conditions, shall be deducted from the monies due the Contractor. Amount of Liquidated Damages ($) Amount of Contract ($) Less than 5,000.00 5,000.00 to 14,999.99 15,000.00 to 24,999.99 25,000.00 to 49,999.99 50,000.00 to 99,999.99 100,000.00 to 249,999.99 250,000.00 to 499,999.99 500,000.00 to 999,999.99 60.00 80.00 100.00 120.00 250.00 500.00 750.00 1,000.00 Per Day Per Day Per Day Per Day Per Day Per Day Per Day Per Day More than 1,000,000.00 1,250.00 Per Day 16 The sum of money thus deducted for such delay, failure, or non-completion is not to be considered as a penalty, but shail be deemed, taken, and treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated on the Contract for completing the Work. The said amounts are fixed and agreed upon by and between Owner and Contractor because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amount of damages which the Owner would sustain and which shall be retained from the monies due, or that may become due, the Contractor under this contract; and if said monies be insufiicient to cover the amount owing, then the Contractor or his surety shall pay any additional amounts due. ARTICLE 10 — USE OF LAND BY OWNER 10.1 During construction of Improvements, Owner shall have the right to use such portion(s) of the Premises as may from time to time be deemed safe for such use by the Construction Manager. The use by Owner of any such portion(s) of the Premises shall not (i) constitute an acceptance by Owner of any Improvements which may have been constructed on such portion of the Premises by Contractor, (ii) affect in any way the dates and times when payments become due to Contractor from Owner under this Contract, or (iii) prejudice Owner's rights under this Contract. The Improvements shall be deemed completed only when all Work under this Contract has been fully performed and a notice of completion of the Improvements has been duly accepted in writing by Owner and Governing Public Authority which acceptance will not be unreasonably withheld or delayed. ARTICLE 11 — TRAFFIC CONTROL AND CLEAN UP 11.1 Whenever the performance of the Work under this Contract creates a condition which could be hazardous to the public, Contractor shall take all necessary precautions and provide adequate means to protect those who must pass through, over, or adjacent to the Work. Contractor will notice Owner in writing of such risk. 11.2 During the performance of this Contract, Contractor shall keep all property adjacent to the Premises free of all accumulated rubbish and waste materials caused by Contractor's operations in performing this Contract. On completion of the Improvements, Contractor promptly shall remove all such rubbish and waste materials, structures and all equipment used by it in performing this Contract from the Premises and adjacent property. If the Contractor fails to maintain and clean the Premises, the Owner may use the procedure provided in Paragraph 7.3 and the cost shall be charged against the Contractor. ARTICLE 12 — SUBCONTRACTORS 12.1 Before subcontracting any portion of the Work, Contractor shall deliver to Owner a written list of the names of all persons and entities intended to be employed by 17 Contractor as Subcontractors to work on Improvements. All 5ubcontractors need to meet prequalification criteria by the City of Fort Worth as outlined. 12.2 Should Owner or Governing Public Agency have any objections to the employment of any person or entity named on the list of Subcontractors delivered to Owner pursuant to the foregoing paragraph, Owner shall serve written notice of such objection on Contractor within five (5) business days after the delivery of such list and Contractor shall substitute another person or entity acceptable to Owner in place of the person or entity to whom such objection was made. 12.3 Contractor shall not employ any person or entity as a Subcontractor on the Improvements that has been objected to by Owner. Failure of Owner to serve written notice on Contractor pursuant to Paragraph 12.2 of any objections it may have to any person or entity named on the list of Subcontractors within five (5) business days after the delivery of such list to Owner shall constitute approval by Owner of the employment of such person or entity as a Subcontractor on the Improvements. 12.4 Contractor shall be as fully responsible to Owner for the acts and omissions of its Subcontractors and of persons either directly or indirectly employed by such Subcontractors as Contractor is for the acts and omissions of persons directly employed by Contractor. 12.5 Nothing contained in this Article or in any of the Contract Documents shall create a contractual relationship of any kind between any Subcontractor and Owner. ARTICLE 13 — PROTECTION AND CHARACTER OF WORI�MEN 13.1 Contractor shall take all necessary precautions for the safety of persons employed to work on the Improvements and shall without limiting the generality of the foregoing (i) comply with all applicable provisions of any federal, state, county, or municipal safety laws, ordinances, regulations, or building codes, to prevent injury to such persons while on, about, or adjacent to the Premises, (ii) properly erect and maintain at all times such safeguards for the protection of persons employed to work on the Improvements as the conditions and progress of the Work may require and (iii) conspicuously post such signs as may be necessary to warn persons employed to work on the Improvements of all latent hazards known to and created by Contractor existing on the Premises. 13.2 Contractor shall at all times be responsible for the conduct and discipline of Contractor's employees and/or any Subcontractor or persons employed by Subcontractors. All workmen must have sufficient knowledge, skill, and experience to perform properly the work assigned to them. Any supervisor, foreman, or workmen employed by Contractor or any Subcontractor who does not perform his work in a skillful manner or appears to be incompetent or to act in a disorderly or intemperate manner shall, at the written request of Owner, be discharged immediately and shall not be employed again in any portion of the Work without the approval of Owner. 18 ARTICLE 14 — PROTECTION OF PROJECT 14.1 Contractor shall furnish and install at its own cost and expense such material and devices as are customarily furnished by similar contractors in the industry to protect the Improvements or any part thereof from damage or destruction by rain, wind, or the elements prior to full and final completion of the Improvements. Contractor shall be responsible for such protection of the Improvements until acceptance by Owner. 14.2 In the event of an emergency endangering life or property, Contractor shall perform any work and shall furnish and install any materials and equipment necessary or prudent during the emergency. In all cases Contractor shall notify Owner of the emergency as soon as practicable, but it shall not wait for instructions before proceeding to properly protect both life and property. Unless caused by Contractor, its employees, agents or Subcontractors, Contractor shall be entitled to reasonable compensation from Owner for such materials or equipment furnished during any such emergency. ARTICLE 15 — INDEMNITY AGREEMENT 15.1 Contractor shall indemnify and hold harmless Owner, City of Fort Worth, Construction Manager, and Engineer their agents, successors and assigns ("indemnitees") from and against any and all claims, and liabilities, of any nature, kind or description, including, without limitation, court costs, attorneys' fees, costs of investigation, directly or indirectly arising out of, caused by, or resulting from (in whole or in part) the performance of Contractor's work or the acts or omissions of Contractor's employees, agents, Subcontractors or representatives. THIS INDEMNITY OBLIGATION SHALL INCLUDE SUCH CLAIMS, DAMAGES OR CAUSES OF ACTION, THAT MAY BE CAUSED OR ALLEGED TO BE CAUSED IN PART BY THE NEGLIGENCE OR OTHER ACT OR OMISSION OF OWNER, CITY OF FORT WORTH, CONSTRUCTION MANAGER, ENGINEER, OR ANY OTHER INDEMNITEE. WHERE SUCH CLAIMS, DAMAGES, LOSSES AND EXPENSES ARE BROUGHT BY AN EMPLOYEE OR BORROWED SERVANT OF CONTRACTOR, AND SUCH CLAIMS ARE BARRED FROM BEING BROUGHT AGAINST CONTRACTOR UNDER APPLICABLE WORKERS COMPENSATION LAWS OR PROPORTIONAL RESPONSIBILITY LAWS OR A JURY ISSUE IS REQUESTED BUT NOT GRANTED ON THE ISSUE OF CONTRACTOR'S CONTRIBUTORY NEGLIGENCE, SUCH CLAIMS SHALL BE DEEMED TO ARISE ONLY IN PART FROM THE NEGLIGENCE OF INDEMNITEES AND SUBCONTRACTOR AGREES TO iNDEMNIFY THE CONTRACTOR, THE OWNER AND ALL INDEMNITEES FROM THE CONSEQUENCE OF THEIR OWN CONTRIBUTORY NEGLIGENCE. This indemnification shall not be subject to limitation by any policy of workers compensation or other insurance or damages payable or paid under any policy of insurance carried by Contractor. The indemnity set forth above includes any claims, liabilities, fines, and/or remedial action required, including attorney's fees, including strict liability arising out of any actual or alleged injury to persons or property or contamination of the environment, whether from pollution, or otherwise and whether or not prosecuted by a governmental entity. Such indemnity includes any representation or 19 action required in connection with any administrative proceedings arising out of actual or alleged damage to the environment, including, but not limited to, notification that any indemnitee may be a potentially responsible party for any actual or alleged damage to the environment. The obligation for indemnity shall survive termination of this Contract. THE INDEMNITY SET FORTH ABOVE SHALL INCLUDE, WITHOUT LIMITATION, ANY AND ALL PENALTIES IMPOSED ON ACCOUNT OF THE VIOLATION OF ANY LAW OR REGULATION, CAUSED OR ALLEGED TO BE CAUSED IN WHOLE OR 1N PART BY CONTRACTOR'S WORK. CONTRACTOR SHALL (I) AT ITS OWN COST AND EXPENSE AND RISK, DEFEND ALL SUITS, ACTIONS OR OTHER LEGAL PROCEEDINGS THAT MAY BE BROUGHT OR INSTITUTED BY A THIRD PERSON AGAINST OWNER, CITY OF FORT WORTH, CONSTRUCTION MANAGER, ENGINEER, THEIR AGENTS OR SERVANTS ON ANY SUCH CLAIM, DEMAND, OR CAUSE OF ACTION OR SUCH THIRD PERSON OR TO ENFORCE ANY SUCH PENALTY, (II) PAY AND SATISFY ANY JUDGMENT OR DECREE THAT MAY BE RENDERED AGAINST OWNER, CONSTRUCTION MANAGER, OR ENGINEER THEIR AGENTS OR SERVANTS IN ANY SUCH SUIT, ACTION, OR OTHER LEGAL PROCEEDINGS AND (III) REIMBURSE OWNER, CITY OF FORT WORTH, CONSTRUCTION MANAGER, OR ENGINEER THEIR AGENTS AND SERVANTS FOR ANY AND ALL REASONABLE LEGAL EXPENSES INCURRED BY ANY OF THEM IN CONNECTION THEREWITH. ARTICLE 16 — INSURANCE TO BE MAINTAINED BY CONTRACTOR 16.1 Contractor, at its own expense, shall procure and maintain in full force and effect during the performance of this Agreement and for one year thereafter, except as noted below, the following policies of insurance: 16.1.1 Statutory Workers Compensation Insurance and Employer's Liability Insurance with a minimum of $1,000,000 per occurrence. 16.1.2 Broad Form Comprehensive General Liability including Completed Operations, Products Liability Premises and Operations, Contractual Liability, Personal Injury XCU, Broad Form Property Damage, Contractors' Protective, with a combined single limit of not less than $1,000,000 for each occurrence. 16.1.3 Comprehensive Automobile Liability Insurance for all motor vehicles operated by or for Contractor, owned and non-owned, with a combined single limit of not less than $1,000,000. 16.2 During the express warranty period referred to in this Contract, Contractor agrees to maintain said Comprehensive General Liability Insurance, including Completed Operations and Products Liability coverage. m 16.3 Prior to commencement of the Work described in this Contract, Contractor agrees to deliver to Owner and to Construction Manager, without expense to Owner or Construction Manager, a Certificate (on an ACORD form confirming coverage) from Contractor's insurance companies which shall certify, when applicable, the following: 16.3.1 That each said policy is then in full force and effect and the expiration date and limits thereof. 16.3.2 That each said policy shall not be canceled or materially changed without ten (10) days prior written notice to Owner or Construction Manager. 16.3.3 That each the Owner, the Construction Manager, the City of Fort Worth, and the Engineer is named as additional insured under each policy. 16.3.4 That such insurance shall expressly provide that "It is understood and agreed that the Owner, the Construction Manager, and the Engineer may have or may procure for its own account non-contributing insurance without notice to this insurance company and without prejudice to this insurance. Any such insurance procured by the Owner shall not be called upon for contribution with the insurance afforded by this policy. This policy shall be considered primary insurance as to Owner, the Construction Manager, and the Engineer in connection with the Work of the insured arising out of or in connection with its Contract with Owner." 16.3.5 That the parties to the described policies of insurance hereby agree to irrevocably waive subrogation, claim, or recovery against the Owner, the Construction Manager, and the Engineer in connection with the work certified. 16.4 All of the insurance required to be procured and maintained by Contractor pursuant to Paragraph 16.1 shall be issued by insurance companies acceptable to Owner. When any required insurance, due to the attainment of a normal expiration date or renewal date, shall expire, the Contractor shall supply both the Owner, the Construction Manager, and the Engineer with certiiicates of insurance and amendatory riders or endorsements that clearly evidence the continuation of all coverage in the same manner, limits of protection, and scope of coverage as was provided by the previous policy. In the event any renewal or replacement policy, for whatever reason obtained or required, is written by a carrier other than that with whom the coverage was previously placed, or the subsequent policy differs in any way from the previous policy, the Contractor shall also furnish the Owner, the Construction Manager, and the Engineer with a certiiied copy of the renewal or replacement policy unless the Owner provides the Contractor with prior written consent to submit only a Certificate of Insurance for any such policy. All renewal and replacement policies shall be in foim and substance satisfactory to the Owner, the Construction Manager, and the Engineer and written by carriers acceptable to the Owner. Certi�cates of insurance required herein shall provide a statement confirming coverage of the Owner, of the Construction Manager, and of the Engineer as an 21 additional insured. Certi�cates issued "for informational purposes only" and "which confer no rights on the certificate holder", such as ACORD 24, will not be accepted. If the Contractor fails to purchase and maintain, or require to be purchased and maintained, any insurance required herein, the Owner may, but shall not be obligated to, upon five (5) days written notice to the Contractor, purchase such insurance on behalf of the Contractor and shall be entitled to be reimbursed by the Contractor upon demand. ARTICLE 17 — NO WAIVER 17.1 Neither (i) payment to Contractor by Owner of the full Contract price for any portion of the Work, nor (ii) acceptance of the Improvements by Owner or any governmental agency having appropriate jurisdiction shall relieve Contractor of liability for defective materials or workmanship used in the construction of the Improvements or failure to construct the Improvements according to the requirements of the Contract Documents or Change Orders. Acceptance by Contractor of any payment provided for in the Contract Documents shall be a representation by Contractor to Owner that the portion of the Work required by the Contract Documents to be performed befare such payment became due, has been completed by Contractor in accordance with the Contract Documents or Change Orders. ARTICLE 18 — WARRANTY 18.1 Except as provided in any special guarantees contained in the Contract Documents or any guarantees by the manufacturers of any materials used in the construction of the Improvements, Contractor shall remedy any defects due to faulty materials or workmanship and shall pay for any damage to other work resulting therefrom which shall appear within the longer of (i) one (1) year after the date of completion of the particular phase of work, or (ii) the maintenance period required by the appropriate Governing Public Authority if the Improvements are to be dedicated to public use. ARTICLE 19 — TERMINATION OF CONTRACT BY OWNER 19.1 Should Contractor commit any of the acts of default described in Paragraph 19.2 and should such act remain uncured for a period of ten (10) days after Owner gives written notice thereof to Contractor and Contractor has failed to take substantial actions during such ten (10) day period to cure such act of default, Owner may, without prejudice to any other rights or remedies given Owner by law, equity or the Contract Documents (i) terminate the services of Contractor under this Contract, (ii) take possession of the Improvements and all materials located on the Premises for which Owner has made payable to the Contractor, (iii) complete the Improvements by whatever method Owner may deem expedient. 19.2 It shall be deemed to be and constitute an act of default by Contractor if Contractor should: 22 19.2.1 File a petition in bankruptcy, or if a petition is filed against Contractor and such petition is not dismissed within 60 days of its filing. 19.2.2 Make a general assignment for the benefit of Contractor's creditors. 19.2.3 Allow a receiver of Contractor's assets to be appointed because of Contractor's insolvency. 19.2.4 Refuse or fail, except as provided in Article 9 hereof entitled "TIME FOR COMPLETION: EXTENSIONS OF TIME," to supply enough properly-skilled workmen or proper materials to complete the Improvements in the time specified in this Contract. 19.2.5 Fail to make prompt payments to Subcontractors, laborers, or materialmen for labor performed on, or materials or equipment used in, construction of the Improvements. 19.2.6 Disregard any law or ordinance relating to the Improvements or the completion thereof; or 19.2.7 Otherwise commit a substantial violation of any material provision of the Contract Documents. 19.3 If, on completion of the Improvements by Owner, the expenses incurred by Owner in completing the Improvements, including any cornpensation paid by Owner for supervisorial services in completing the Improvements, exceed the unpaid balance of the Contract Price, such excess shall promptly be paid by Contractor to Owner, and if there is any excess of the unpaid balance of the Contract price above such expenses in completing the Improvements, such excess shall promptly be paid by Owner to Contractor. 19.4 Should services of Contractor under this contract be terminated by Owner pursuant to Paragraph 19.1 before completion of the Improvements, Contractor shall promptly, within ten (10) days after service of written notice on Contractor to do so, remove all its equipment and supplies from any property owned or controlled by Owner. Should Contractor fail to so remove its equipment and supplies, Owner may remove the same and store them at the cost and expense of Contractor. 19.5 In addition to Owner's other rights and remedies under this Contract or available to Owner at law or in equity, Owner may elect to terminate this Contract for any or no reason as follows: 19.5.1 This Contract may be canceled and terminated at the option of Owner at any time during the term of the Contract upon thirty (30) days written notice to the Contractor ("Notice of Cancellation"). In the event of such cancellation, the Contractor shall present to the Construction Manager within ten (10) days after 23 Notice of Cancellation, a claim for final payment consisting of the actual amount due based upon the unit prices for Work set forth on Exhibit D completed through the thirty (30) day cancellation period. 19.5.2 Payment of such amount plus all retainage shall be made to Contractor within twenty (20) days after the claim for payment is sent to the Construction Manager and the Contractor shall have no other claim against the Owner for such amount and agrees to execute a final lien release. ARTICLE 20 — OTHER CONTRACTORS 20.1 Owner reserves the right to enter into other contracts with other contractor(s) to perform other types of work on the Premises. Contractor shall allow Owner, and any such other contractor(s), reasonable opportunity to store equipment and materials of Owner and such other contractor(s) on the Premises, and to execute and perform such contracts, and Contractor shall properly connect and coordinate the Work with that of Owner and other such contractor(s). 20.2 Where the successful performance of the Contractor's Work is dependent on the proper performance of work under another contract let by Owner in connection with the Improvements, Contractor shall observe the completed work performed under such other contract and promptly serve written notice on Owner of any observed defects therein which will interfere with the successful performance of the Contractor's Work. 20.3 Owner and other contractors shall each be responsible for any costs of repairing any damages each has caused to the Improvements. ARTICLE 21 — ATTORNEY'S FEES 21.1.1 Should any litigation be commenced between the parties hereto concerning the Improvements, any provision of the Contract Documents, or the rights and obligations of either in relation thereto, the prevailing party in such litigation proceedings shall be entitled, in addition to such other relief as may be granted, to a reasonable sum as and for its attorneys' fees in such litigation proceeding. ARTICLE 22 — NOTICES 22.1 Unless otherwise specifically provided herein, all notices, demands or other communication given hereunder shall be in writing and shall be deemed to have been duly given as of personal delivery, or if mailed, as of the second business day after mailing by United States registered or certified mail, return receipt requested, postage prepaid, addressed as follows: 24 If to Owner, to: DRH — HWY 114, LLC. 6751 North Freeway, Fort Worth, Texas 76131 Tel: 81'7-230-0800 If to Contractor, to: Blue Star Utilities 2600 Chambers St. Venus, TX 76084 Tel: 817-539-9950 or to such other address or to such other person as any party shall designate to the others for such purpose in the manner hereinabove set forth. Delivery to Construction Manager shall be deemed delivery to Owner. ARTICLE 23 — ASSIGNMENTS 23.1 This Contract is for the personal services of Contractor and Contractor shall not assign this Contract, without the prior written consent of Owner, which consent shall be in Owner's sole discretion and may be unreasonably or arbitrarily withheld. Any such assignment without Owner's prior written consent shall be null and void and deemed to be an act of default hereunder. ARTICLE 24 — GENERAL PROVISIONS 24.1 The Contract Documents contain the entire agreement between the parties relating to the transactions contemplated hereby and all prior or contemporaneous agreements, understandings, representations and statements, oral or written, are merged herein. 24.2 No modification, waiver, amendment, discharge or change of this Contract shall be valid unless the same is in writing and signed by the party against which the enforcement of such modification, waiver, amendment, discharge or change is or may be sought. 24.3 Time is of the essence of each obligation of each party hereto. 24.4 The use herein of (i) the neutral gender includes the masculine and the feminine and (ii) the singular number indicates the plural, whenever the context so requires. 24.5 Captions in this Contract are inserted for convenience of reference only and do not define, describe or limit the scope or the intent of this Contract or any of the terms hereof. 24.6 All exhibits referred to herein and attached hereto are a part hereof. 24.7 All terms of this Contract shall be binding upon and inure to the benefit of and be enforceable by the parties hereto and their respective legal representatives, successors and � assigns; nothing in the foregoing provision shall be constnied to alter the Article entitled "Assignments." 24.8 This Contract shall be construed and enforced in accordance with the laws of the State of Texas. 24.9 This Contract may be executed in any number of counterparts, each of which shall be deemed to be an original, but all of which together shall constitute one and the same instrument. ARTICLE 25 — NON-DISCRIMINATION 25.1 Contractor hereby certifies that the Work performed, produced, and/or furnished under this Contract has been or will be performed, produced, andlor furnished in full and complete compliance with all applicable federal and state laws and regulations and amendments thereto, insofar as they relate to non-discrimination in employment including, among others, the Fair Labor Standards Act (29 U.S.C. Section 201 et seq.); the Equal Pay Act (29 U.S.C. Section 206, et seq.); Executive Order No. 11246 (Equal Employment Opportunity) effective October 24, 1965, and all regulations of the Secretary of Labor promulgated thereunder; Section 503 of the Rehabilitation Act of 1973 (29 U.S.C. Section 793) and 41 C.F.R. section 60-741.4 and Executive Order 117589; the Vietnam Era Veterans Readjustment Assistance Act of 1984 (38 U.S.C. Section 2021, et seq.) and 41 C.F.R. Section 60-250.4 and Executive Order 11701; Executive Order 11625 regarding utilization of minority business enterprises; Section 7 of the Defense Acquisition Regulation and Parts 1-7 of the Federal Procurement Regulations; Section 7-104.36(b) of the Armed Services Procurement Regulations (ASPR) setting forth the minority business enterprises subcontractor program clause; Section 7-104.14(a) of the ASPR regarding utilization of small business concerns; Section 1.805 of the ASPR regarding labor surplus area concerns; Section 7.104.14(b) and 7-104.20(b) of the ASPR regarding small business and labor surplus subcontractors; Executive Order 12138 regarding utilization of female-owned business enterprises. Contractor certifies that it does not and will not maintain any facilities it provides for its employees in the segregated manner, or permit the employees to perform their services at any location under its control where segregated facilities are maintained. Contractor agrees to execute, upon Owner's request, Owner's standard form of Certificate of Compliance with the United States Government's laws and regulations governing equal employment opportunity, the employment of the handicapped, and the employment of veterans of the Vietnam era, which Certi�cate of Compliance, as it may be reasonably revised, upon execution by Contractor shall become a part hereof without further reference thereto. Contractor further agrees that, upon Owner's request, Contractor will obtain identical certificates from proposed Subcontractors prior to the award of subcontracts if such subcontracts are not exempt from the provisions of the aforesaid laws and regulations and that Contractor will retain certifications in its files. Contractor recognizes its responsibilities under the Immigration and Naturalization Act as recently amended and agrees to comply in all respects with the requirements of the Act as amended in so far as Contractor's employees are concerned. 26 ARTICLE 26 — TAXES 26.1 Contractor shall pay all federal, state, and local taxes including, but not limited to, sales, privilege, use, contracting, and excise taxes owing by Contractor in connection with payments made to Contractor for Contractor's performance under this Contract. 26.2 If Owner subsequently pays any sales, privilege, use, contracting, or excise taxes as an Owner-Builder or Prime Contractor because of the sale or off-site improvements performed or because the property benefitted by such off-site improvements, Contractor will request refunds from the taxing authority of any taxes which it paid and for which Contractor would not have been liable if Owner had been Owner-Builder or Prime Contractor. Contractor shall also, provided Owner paid such tax amounts previously to Contractor, at Owner's election, pay such refunds to Owner, credit refunds to Owner's account or execute a waiver of the right to a refund. ARTICLE 27 — BOOKS AND RECORDS 27.1 Contractor agrees to make, keep and maintain, in accordance with generally accepted accounting principles and practices consistently applied from year to year, complete books, records, invoices and records of payments relating to the Work while it is being performed. 27.2 For the purposes of audit Owner shall have the right to examine either directly or through its authorized representatives or agents, after at least three (3) days prior notice, during business hours and for a reasonable length of time, the books, records, and accounts of Contractor insofar as they are pertinent to this Contract. Owner's right to inspection shall not apply to the Contractor's trade secrets or other proprietary information designated and/or asserted as such. ARTICLE 28 —BOYCOTTING ISRAEL AND ANTI-TERRORISM VERIFICATION 28.1 HOUSE BILL 89 VERIFICATION. By signing and entering into this Agreement, Contractor veriiies, pursuant to the Government Code Section 2270.001, it does not boycott Israel and will not boycott Israel during the term of this Agreement. 28.2 ANTI-TERRORISM VERIFICATION. Contractor hereby represents and warrants that at the time of this Agreement neither Contractor, nor any wholly-owned subsidiary, majority-owned subsidiary, parent company or affiliate of Contractor: (i) engages in business with Iran, Sudan, or any foreign terrorist organization as described in Chapters 806 or 807 of the Texas Government Code, or Subchapter F of Chapter 2252 of the Texas Government Code; or (ii) is a company listed by the Texas Comptroller under Sections 806.051, 807.051, or 2252.13 of the Texas Government Code. The term "foreign terrorist organization" has the meaning assigned to such term in Section 2252.151 of the Texas Government Code. 27 ARTICLE 29 —ETHICS 29.1 Form 1295 Filing: By signing and entering into this Agreement, Contractor agrees to comply with House Bill 1295 which added section 2252.908 of the Government Code. The law states that a governmental entity or state agency may not enter into certain contracts with a business entity unless the business entity submits a disclosure of interested parties to the governmental entity or state agency at the time the business entity submits the si ed contract to the governmental entity or state agency. Form 1295 Must be iiled online at www.ethics.state.tx.us/File. Exhibit I ARTICLE 30 — ENVIRONMENTAL PROTECTION 30.1 Environmental Compliance: Contractor shall comply with applicable laws, regulations, orders and guidance administered by the U.S. Environmental Protection Agency, the Texas Commission on Environmental Quality (TCEQ) and any local agency(s) with jurisdiction. The matters covered by this paragraph include, without limitation, discharges of waste to air, water, or land, solid waste disposal and management of "hazardous substances". 30.2 Compliance with TPDES: All work shall be performed in accordance with the terms and conditions of the general Texas Pollutant Discharge Elimination System (TPDES) pertnit and the Storm Water Pollution Prevention Plan specific to this project. The Owner will be considered the Operator for the project. By signature of this Contract, the Contractor certifies: The Contractor shall be required to maintain all erosion control devices during the Work. The Contractor shall also immediately repair any erosion control devices damaged in the course of the Work. The Contractor shall adhere to all EPA, TCEQ, and MS4 regulations and requirements pertaining to his activities during the term of this contract. 30.3 Jurisdictional Waters of the U.S.: Contractor shall respect all designated "Waters of the U.S." or "Wetlands" at or near the project during his course of construction. No vehicles, machinery, materials storage, fill, or excavation shall occur in these areas unless specified on the plans. If Contractor is unsure of "Jurisdictional Area", he shall notify the Owner's representative for clarification. 28 The Parties hereto have caused this Contract to be executed as of the date set forth below. OWNER: Date: _ �Z��i�Z�1�� By: � 1 Name: :��''�`/ �� � f ('v - Title: 17�j s '�G�/`� !/ � � � � � Witness or Attest: CONTRACTOR: Q1v�� �1CA2- Ul{il��t-S,1.1+� Date: �� ��q (�p T By: Name: �,c.�(�s �uC,nc�{�� Title: Witnes; 29 EXHIBIT A IMPROVEMENTS Water, Sewer, and D�aina�e Improvements for Liberty Trails - Phase 3, as shown on the City of Fort Worth approved plans prepared by Pape-Dawson En�ineers, Inc., dated November 2020 and all issued revisions thereafter. EXHIBIT B CONTRACT DOCUMENTS The Contract Documents consist of the following: This contract and all exhibits. 2. Plans for the Construction of Water, Sewer, Pt�vin�, Draina�e, & Street Li�ht I�aprovements to Serve Libertv Trails, Phase 3, prepared by Pape Dawson En�ineers, Inc., dated November 2020 and all issued revisions thereafter. 3. City of Fort Worth and/or North Central Texas Council of Governments (NCTCOG) Specifications and Standard Details, which are published by the City of Fort Worth and NCTCOG. EXHIBIT C SPECIFICATIONS 1. All utility improvements shall be performed in accordance with the City of Fort Worth and Owner's geotechnical engineer's recommendations, construction plans, and technical specifications. 2. All work shall be performed in accordance with City of Fort Worth Standard Construction Details and Specifications or to North Central Texas Council of Governments (NCTCOG) Specifications and Standard Details as dictated by the City of Fort Worth. Questions regarding City standards and specifications or North Central Texas Council of Governments Specifications and Standard Details should be referred to the City of Fort Worth, or the Engineer of Record. 3. If a specification or construction detail is not provided for any portion of the Contractor's Work, the Contractor shall notify the Construction Manager/Owner's representative/Engineer of Record immediately before commencing said Work. EXHIBIT D ESTIMATED QUANTITIES AND UNIT COSTS PERFORMANCE BOND, PAYMENT BOND MAINTENANCE BOND CONTRACTOR INSURANCE Watcr and Sewcr DM - 6ID PROPOSAL Pege 1 of3 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID B�d UNIT I: WATER IMPROVEMENTS I: SANITARY SEWER IMPROVEMENTS Bidder's Application Total Water and Sanitary Sewer Improvements Bid CITY OF FORT WORTH Liber[y Trails, PAase 3 STANDARD CONSTRUCTION SPECIFICATION DOCUAIEMS • DEVELOPER AWARDED PROJECTS Ciry Project No. W2896 Form Version �Ih1YY 2019 Libeny Tmils PhSse 3 Utilitiea Proposal.xis Dainaga DAP - 6ID PROPOSAL Page 2 of 3 UNIT PRICE BID UNIT III: DRAINAGE Developer Awarded Projects - PROPOSAL FORM Bidder's Application eia Total Drainage Improvements CITY OF PORT WORTH Liberty Trails, Phasc 3 STANDARD WNSTRUCTION SPECiF(CATION DOCUAtENTS - DEVELOPER ANAR�F.D PROIECTS City Pmject No. 102896 Fonn Version May 22, 2019 Liberty hails Phase 3 Ulilitie>_Pmposal.xis S�mmary DAP-DIDPROPOSAL Pogc 3 of 3 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Description Specification Section No. Unit of B�d Unit Price Bid Value Item No. Measure Quantity n�a UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Blue Star Utilities 2600 Chambers St. Venus, TX 76084 $409,557.70 Total Construction Bid BY: TITLE: DATE: � I,' Ia I��� Contractor agrees ta complete WORK for FINAL ACCEPTANCE within 50 working days after the date when the CONTRACT commences to run as provided In the General Conditions. END OF SECTION J CITY OF �ORT \40RTH Liberty Tr�ils, Phasc 3 STANDARD CONSTRUCTION SPECIFICATION DOCUhfENTS - DEVELOPER ANARDED PROIECTS City Projttt No. 102896 Fortn Vcrsion Muy 22, 2019 Libeny Trails Ph�ue 3 Ulilities_Pwposul.xls EXECUTED IN DUPLICATE PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Bond No. 800077815 That we, Blue Star Utilities , known as "Principal" herein and Atlantic Specialty Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and iirmly bound unto the DRH — HWY 114, LLC, authorized to do business in Texas ("District") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million Nine Thousand Nine Hundred Forty Seven and 20/100 Dollars ($_1,009,947.20 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Owner, the District and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, District and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 2020-0105; and WHEREAS, the Principal has entered into a certain written contract with the District awarded the 6`'' day of November , 2020 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as the Libertv Trails - Phase 3 Water Sewer and Drainage Improvements. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the District and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Sm�ety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 24th day of November 20 20 . PRINCIPAL: Blue Star Utilities, LLC � � N Witness as to Surety Claudia Nunez, Witness Address: 2600 Chambers St. Venus. TX 76084 BY: ignatur Steve Hugdahl, Owner Name and Titfe SLJRETY: Atlantic Specialty Insurance Com�an��_ BY: ` �~ i ;G'� �, �Jr- -- Signature Sean McCauley, Jr., Attorney-In-Fa�ct Name and Title Address: 5757 Alpha Rd., Ste. 235 Dallas, TX 75240 Telephone Number: 214-989-7047 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. ATTEST: `��'f�', ' ipal) Se tary EXECUTED IN DUPLICATE ' : /u : • � THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Bond No. 800077815 That we, Blue Star Utilities , known as "Principal" herein and Atlantic Specialty Insurance Company , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the DRH — HWY 114, LLC, authorized to do business in Texas "(District"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million Nine Thousand Nine Hundred Forty Seven and 20/100 Dollars ($J1,009,947.20 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Owner, the District and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, District and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA Number 2020-0105; and WHEREAS, Principal has entered into a certain written Contract with District, awarded the 6r'' day of November , 2020 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as the Liberiy Trails - Phase 3 Water, Sewer, and Draina�e Improvements. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 24th day of November 20 20 . PRINCIPAL: Blue Star Utilities, LLC ATTEST: BY: � igna re Steve Hug 1, Owner Name and Title Address: 2600 Chambers St. Venus, TX 76084 SURETY: Atlantic Specialty Insurance Company_ ATTEST: � L (Surety) �ee��e�a�� Cla ia Nunez, Witness Witn as to Benjamin . arley, Witness Address: 5757 Alpha Rd.,Ste. 235 Dallas, TX 75240 Telephone Number: 214-989-7047 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. BY: �'� � S ignature ^ Sean McCauley, Jr., Attorney-In-Faci Name and Title END OF SECTION � /� � �i../.� �.!' � . ,�.� . EXECUTED IN DUPLICATE THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND § § § KNOW ALL BY THESE PRESENTS: Bond No. 800077815 That we Blue Star Utilities , known as "Principal" herein and Atlantic Specialty Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto DRH — HWY 114, LLC, authorized to do business in Texas ("District") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of One Million Nine Thousand Nine Hundred Fortv Seven and 20/100 Dollars ($J1,009,947.20 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Owner, the District and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, District and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 2020-01O5;and WHEREAS, the Principal has entered into a certain written contract with the District awarded the 6`h day of November , 2020 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as the Libertv Trails - Phase 3 Water Sewer and Drainage Improvements; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the District and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by District or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the District or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 24th day of November 20 20 . ATTEST: � (Surety) Seeretmy- ia Nunez, Witness � W� to Sur Ben�amin K. Farley, Witness PRINCIPAL: Blue Star Utilities, LLC BY: ,� Signature Steve Hugdahl, Owner Name and Title Address: 2600 Chambers St. Venus, TX 76084 SURETY: Atlantic Specialty Insurance Co :i��ny BY: �"` �J/:' Signature Sean McCaulev, Jr., Attorney-In-Fact Name and Title Address: 5757 Alpha Rd.,Ste. 235 Dallas. TX 75240 Telephone Number: 214-989-7047 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. ATTEST: ' cipal retary intact INSURANCE Power of A�t�rn�y KNOW ALL MEN BY THESE PRESENTS, that ATLANTIC SPECIALTY INSURANCE COMPANY, a New York corporation with its principal office in Plymouth, Minnesota, does hereby constitute and appoint: Edward N. Hackett, Sean McCauley Jr., Claudia Nunez, each individually if there be more than one named, its Irue and lawful Attorney-in-Fact, to make, execute, seal and deliver, for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, and all other cvritings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of: unlimited and Ihe execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seaL This Power of Atrorney is made and executed by authority of the following resolutions adopted by the Board of D'uectors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September, 2012: Resolved: That the President, any Senior Vice President or Vice-President (each an "Authorized Officer") may execute for and in behalf of the Company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and affix the seal of the Company therero; and that the Authorized Officer may appoint and authorize an Attorney-in-Fact ro execute on behalf of the Company any and all such instruments and to affix the Company seal thereto; and that the Authorized Officer may at any ume remove any such Attorney-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof. This power of attomey is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Direcrors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of Sep[ember, 2012: Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may he affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking, recognizance or other written obligation in the nature thereof, and any such signamre and seal where so used, being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF, ATLANTIC SPECIALT'Y INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this twenty-seventh day of April, 2020. STATE OF MINNESOTA HENNEPIN COUNTY : a��GOPPURq F99n"- y�,� ; � SEAL m : I���'i�� `� 1986 0; BY �r2� �!`�y v����a,:� Paul J. Brehm, Senior Vice President ,,,,�,�� ��, . On this hventy-seventh day of April, 2020, before me personally came Paul J. Brehm, Senior Vice President of ATLANTIC SPECIALT'Y INSURANCE COMPANY, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly swom, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direcuon of the Company. ;�'- ,,, � ���-�'�`�'`° ALISON DWAN NASH�TROUT �z��NOTARYPUBUC•MINNESOTA �: My Commissfon Exp(res ^�f,�g� � January 31, 2026 l5�'YI /V���� Notary Public I, the undersigned, Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attorney is in full force and has not been revoked, and the resolutions et forth above are now in force. Signed and sealed. Dated� day of ���� �• This Power of Atrorney expires January 31, 2025 ,,oN��y IN,g���,, t' .o' G' �j 1. "' e 2 � C�NF ftq�� , �: _� SEAI. �T -. ``-'- 1H3& c�'i; =��� �+'_: ��a- ai; •�. � :v -rG � ,� � �'' 1,1+,. ��' Kara Barrow, Secretary Please direct bond verificafions to sur �intacLnsurance.com IMPORTANT NOTICE To obtain information or make a complaint: You may contact your agent. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede communicarse con su agente. You may call your Insurance Carrier's toll-free Usted puede Ilamar al numero de telefono gratis de su telephone number for information or to make compania de seguros para informacion o para someter a complaint at: una queja al: 1-800-321-2721 You may also write to your Insurance Carrier � Atlantic Specialty Insurance Company Paralegal 605 Highway 169 North, Suite 800 Plymouth, MN 55441 1-800�21-2721 Usted tambien puede escribir a su compania de seguros en: Atlantic Specialty Insurance Company Paralegal 605 Highway 169 North, Suite 800 Plymouth, MN 55441 1-781-332-7671 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints � 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104, Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection(c�tdi.texas.qov 1-781-332-7671 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104, Austin, TX 78714 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection(a�tdi.texas.qov PREMIUM OR CLAIM DISPUTES: Should DISPUTAS SOBRE PRIMAS o RECLAMOS: Si tiene you have a dispute concerning your premium una disputa concerniente a su prima o a un reclamo, debe or about a claim you should contact the agent comunicarse con el agente primero. Si no se resuelve la first. If the dispute is not resolved, you may disputa, puede entonces comunicarse con el contact the Texas Department of Insurance. departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo This notice is for information only and does opara proposito de informacion y no se convierte en parte not become a part or condition of the attached condicion del documento adjunto. document. VCM PHN TX 001 1013 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED – AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II – WHO IS AN (a)The Additional Insured – Owners, Les- INSURED:sees or Contractors – Scheduled Person or Organization endorsement CG 20 10Any person or organization that:07 04 or CG 20 10 04 13, the Additionala.You agree in a written contract or agreement to Insured – Owners, Lessees or Contrac-include as an additional insured on this Coverage tors – Completed Operations endorse-Part; and ment CG 20 37 07 04 or CG 20 37 04 13, b.Has not been added as an additional insured for or both of such endorsements with either the same project by attachment of an endorse-of those edition dates; orment under this Coverage Part which includes (b)Either or both of the following: the Addi-such person or organization in the endorsement's tional Insured – Owners, Lessees or Con-schedule;tractors – Scheduled Person Or Organi-is an insured, but:zation endorsement CG 20 10, or the Ad- ditional Insured – Owners, Lessees ora.Only with respect to liability for "bodily injury" or Contractors – Completed Operations en-"property damage" that occurs, or for "personal dorsement CG 20 37, without an editioninjury" caused by an offense that is committed, date of such endorsement specified;subsequent to the signing of that contract or agreement and while that part of the contract or the person or organization is an additional in-agreement is in effect; and sured only if the injury or damage is caused, in whole or in part, by acts or omissions ofb.Only as described in Paragraph (1),(2)or (3)be- you or your subcontractor in the performancelow, whichever applies: of "your work" to which the written contract or(1)If the written contract or agreement specifical-agreement applies; orly requires you to provide additional insured (3)If neither Paragraph (1)nor (2)above applies:coverage to that person or organization by the use of:(a)The person or organization is an addi- tional insured only if, and to the extent(a)The Additional Insured – Owners, Les- that, the injury or damage is caused bysees or Contractors – (Form B) endorse- acts or omissions of you or your subcon-ment CG 20 10 11 85; or tractor in the performance of "your work"(b)Either or both of the following: the Addi-to which the written contract or agree-tional Insured – Owners, Lessees or Con-ment applies; andtractors – Scheduled Person Or Organi- (b)Such person or organization does notzation endorsement CG 20 10 10 01, or qualify as an additional insured with re-the Additional Insured – Owners, Lessees spect to the independent acts or omis-or Contractors – Completed Operations sions of such person or organization.endorsement CG 20 37 10 01; The insurance provided to such additional insured isthe person or organization is an additional in- subject to the following provisions:sured only if the injury or damage arises out of "your work" to which the written contract or a.If the Limits of Insurance of this Coverage Partagreement applies;shown in the Declarations exceed the minimum (2)If the written contract or agreement specifical-limits required by the written contract or agree- ly requires you to provide additional insured ment, the insurance provided to the additional in- coverage to that person or organization by sured will be limited to such minimum required the use of:limits. For the purposes of determining whether CG D6 04 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 2 COMMERCIAL GENERAL LIABILITY this limitation applies, the minimum limits required result in a claim. To the extent possible, such by the written contract or agreement will be con- notice should include: sidered to include the minimum limits of any Um-(a)How, when and where the "occurrence"brella or Excess liability coverage required for the or offense took place; additional insured by that written contract or (b)The names and addresses of any injuredagreement. This provision will not increase the persons and witnesses; andlimits of insurance described in Section III – Limits (c)The nature and location of any injury orOf Insurance.damage arising out of the "occurrence" orb.The insurance provided to such additional insured offense.does not apply to: (2)If a claim is made or "suit" is brought against(1)Any "bodily injury", "property damage" or the additional insured:"personal injury" arising out of the providing, (a)Immediately record the specifics of theor failure to provide, any professional archi- claim or "suit" and the date received; andtectural, engineering or surveying services, including:(b)Notify us as soon as practicable and see to it that we receive written notice of the(a)The preparing, approving, or failing to claim or "suit" as soon as practicable.prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or-(3)Immediately send us copies of all legal pa- ders or change orders, or the preparing, pers received in connection with the claim or approving, or failing to prepare or ap- "suit", cooperate with us in the investigation prove, drawings and specifications; and or settlement of the claim or defense against the "suit", and otherwise comply with all policy(b)Supervisory, inspection, architectural or conditions.engineering activities. (4)Tender the defense and indemnity of any(2)Any "bodily injury" or "property damage" claim or "suit" to any provider of other insur-caused by "your work" and included in the ance which would cover such additional in-"products-completed operations hazard" un- sured for a loss we cover. However, this con-less the written contract or agreement specifi- cally requires you to provide such coverage dition does not affect whether the insurance for that additional insured during the policy provided to such additional insured is primary period.to other insurance available to such additional insured which covers that person or organiza-c.The additional insured must comply with the fol- tion as a named insured as described in Par-lowing duties: agraph 4., Other Insurance, of Section IV –(1)Give us written notice as soon as practicable Commercial General Liability Conditions.of an "occurrence" or an offense which may Page 2 of 2 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D6 04 02 19 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE –This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A.Who Is An Insured – Unnamed Subsidiaries C.Incidental Medical Malpractice B.Blanket Additional Insured – Governmental D.Blanket Waiver Of Subrogation Entities – Permits Or Authorizations Relating To E.Contractual Liability – RailroadsOperationsF.Damage To Premises Rented To You PROVISIONS a.An organization other than a partnership, joint venture or limited liability company; orA. WHO IS AN INSURED – UNNAMED b.A trust;SUBSIDIARIES The following is added to SECTION II – WHO IS as indicated in its name or the documents that AN INSURED:govern its structure. Any of your subsidiaries, other than a partnership,B. BLANKET ADDITIONAL INSURED –joint venture or limited liability company, that is GOVERNMENTAL ENTITIES – PERMITS ORnot shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONSDeclarations is a Named Insured if: The following is added to SECTION II – WHO ISa.You are the sole owner of, or maintain an AN INSURED:ownership interest of more than 50% in, such Any governmental entity that has issued a permitsubsidiary on the first day of the policy period; or authorization with respect to operationsand performed by you or on your behalf and that youb.Such subsidiary is not an insured under are required by any ordinance, law, building codesimilar other insurance.or written contract or agreement to include as an No such subsidiary is an insured for "bodily injury"additional insured on this Coverage Part is an or "property damage" that occurred, or "personal insured, but only with respect to liability for "bodily injury", "property damage" or "personal andand advertising injury" caused by an offense advertising injury" arising out of such operations.committed: The insurance provided to such governmentala.Before you maintained an ownership interest entity does not apply to:of more than 50% in such subsidiary; or a.Any "bodily injury", "property damage" orb.After the date, if any, during the policy period "personal and advertising injury" arising out ofthat you no longer maintain an ownership operations performed for the governmentalinterest of more than 50% in such subsidiary.entity; orFor purposes of Paragraph 1.of Section II – Who b.Any "bodily injury" or "property damage"Is An Insured, each such subsidiary will be included in the "products-completeddeemed to be designated in the Declarations as:operations hazard". CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE pharmaceuticals committed by, or with the knowledge or consent of, the insured.1.The following replaces Paragraph b.of the definition of "occurrence" in the 5.The following is added to the DEFINITIONS DEFINITIONS Section:Section: b.An act or omission committed in providing "Incidental medical services" means:or failing to provide "incidental medical a.Medical, surgical, dental, laboratory, x-rayservices", first aid or "Good Samaritan or nursing service or treatment, advice orservices" to a person, unless you are in instruction, or the related furnishing ofthe business or occupation of providing food or beverages; orprofessional health care services. b.The furnishing or dispensing of drugs or2.The following replaces the last paragraph of medical, dental, or surgical supplies orParagraph2.a.(1)of SECTION II – WHO IS appliances.AN INSURED: 6.The following is added to Paragraph 4.b.,Unless you are in the business or occupation Excess Insurance, of SECTION IV –of providing professional health care services, Paragraphs (1)(a),(b),(c)and (d)above do COMMERCIAL GENERAL LIABILITY not apply to "bodily injury" arising out of CONDITIONS: providing or failing to provide:This insurance is excess over any valid and (a)"Incidental medical services" by any of collectible other insurance, whether primary, your "employees" who is a nurse, nurse excess, contingent or on any other basis, that assistant, emergency medical technician is available to any of your "employees" for or paramedic; or "bodily injury" that arises out of providing or failing to provide "incidental medical services"(b)First aid or "Good Samaritan services" by to any person to the extent not subject toany of your "employees" or "volunteer workers", other than an employed or Paragraph 2.a.(1)of Section II – Who Is An volunteer doctor. Any such "employees"Insured. or "volunteer workers" providing or failing D. BLANKET WAIVER OF SUBROGATIONto provide first aid or "Good Samaritan The following is added to Paragraph 8.,Transferservices" during their work hours for you Of Rights Of Recovery Against Others To Us,will be deemed to be acting within the of SECTION IV – COMMERCIAL GENERALscope of their employment by you or performing duties related to the conduct LIABILITY CONDITIONS: of your business.If the insured has agreed in a contract or 3.The following replaces the last sentence of agreement to waive that insured's right of Paragraph 5.of SECTION III – LIMITS OF recovery against any person or organization, we INSURANCE:waive our right of recovery against such person or organization, but only for payments we makeFor the purposes of determining the because of:applicable Each Occurrence Limit, all related acts or omissions committed in providing or a."Bodily injury" or "property damage" thatfailing to provide "incidental medical occurs; orservices", first aid or "Good Samaritan b."Personal and advertising injury" caused byservices" to any one person will be deemed to an offense that is committed;be one "occurrence". 4.The following exclusion is added to subsequent to the execution of the contract or Paragraph 2.,Exclusions, of SECTION I –agreement. COVERAGES – COVERAGE A – BODILY E. CONTRACTUAL LIABILITY – RAILROADSINJURY AND PROPERTY DAMAGE LIABILITY:1.The following replaces Paragraph c.of the definition of "insured contract" in theSale Of Pharmaceuticals DEFINITIONS Section:"Bodily injury" or "property damage" arising out of the violation of a penal statute or c.Any easement or license agreement; ordinance relating to the sale of Page 2 of 3 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.a COMMERCIAL GENERAL LIABILITY 2.Paragraph f.(1)of the definition of "insured a.Any premises while rented to you or contract" in the DEFINITIONS Section is temporarily occupied by you with permission deleted.of the owner; or F. DAMAGE TO PREMISES RENTED TO YOU b.The contents of any premises while such premises is rented to you, if you rent suchThe following replaces the definition of "premises premises for a period of seven or fewerdamage" in the DEFINITIONS Section:consecutive days."Premises damage" means "property damage" to: CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 3 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSI4N END4RSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. H1RED AUTO — LIMITED WORLDWIDE CQV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED �IMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIQENT t7R �OSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS ; : : • _ � 7�1:T►�i1�Tt�►51�71�F'317:1��7 The following is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The follawing is added to Paragraph c. in A.1., Who Is An Insured, of SECTION il — COVERED AUTOS LIABILITY CCiVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which this insurance applies and only to the e�ent that person or organization qualifies as an "insured" under the Who is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUT(7 1. The foilowing is added to Paragraph A.1., Who Is An Insured, of SEGTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.S., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the foilowing are deemed to be cov- ered "autos" you own: (1} Any covered "auto" you lease, hire, rent or borrow; and {2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your GA T3 53 02 15 �O 2015 The Travelers Indemnity Company. All rights reserved. Page 1 Of 4 Includes copyrighted material of Insurance 5ervices Office, Inc. with its permission. CCaMMERCiAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The foilowing is added to Paragraph A.1., Wha is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION 11 — COVERED AUTOS LIABI�- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7., Policy Period, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDI- TIONS: (5} Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Cov- ered Autos Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. {a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" wiii make any settiement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "su it". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because af "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with aur consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. {v} We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the applicable limit of insurance in payments for damages, settlements or defense expenses. {b) This insurance is excess over any valid and collectible other insurance available to the "insured" whether primary, excess, contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. Page 2 of 4 02015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERGIAL AUTO You agree to maintain ail required or {2) In or on your covered "auto". compuisory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with No deductibles apply to this Personai Property compulsory insurance requirements wiil not invalidate the caverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (dj It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The foilowing is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductibie for a covered "auto" wiii appiy to glass damage if the glass is repaired rather than repiaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LINIIT The following replaces the last sentence of Para- graph A.4.b., Loss Of Use Expenses, of SEC- TION III — PHYSICA� DAMAGE COVERAGE: However, the most we wiii pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionaily inflated. We will pay up to a maximum of $1,O�Q for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTIC)N N— BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- piies oniy when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accidenY' or "loss". M. �LANKET WAIVER OF SUBROGATION The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, of SECTI�N IV — BUSINESS AUTO CONDI- TIO(VS: The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- tent required of you by a written contract We will pay up to $440 for "loss" to wearing ap- signed and executed prior to any "accident" parel and other personal property which is: or "loss", provided that the "accident" or "loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 O 2015 The Travelers Indemnity Company. All rights reserved. Pag2 3 Of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shail no1 contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph 6.2., Con- lect additional premium or exercise our right of ceaiment, Misrepresentation, Or Fraud, of canceilation or non-renewal. SECTION IV — BUSINESS AUTO CONDITIONS: Page 4 of 4 O 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Inciudes copyrighted materiai of Insurance Services Office, Inc. with its permission. � TRAVELERSJ ONE TOWER SQUARE HARTFORD CT 06183 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 03 04 ( B) -001 POLICY NUMBER: UB-4Nl93486 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. 1.D Specific Waiver Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2.Operations: ALL TEXAS OPERATIONS 3.Premium: The premium charge for this endorsement shall be 2 • o o percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described .. 4.Advance Premium: $ SEE SCHEDULE This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy No. UB4N193486 Endorsement No. Premium Countersigned by ________________ _ Endorsement Effective Insured Insurance Company ST ASSIGN: Page 1 of 1 © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED – AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II – WHO IS AN (a)The Additional Insured – Owners, Les- INSURED:sees or Contractors – Scheduled Person or Organization endorsement CG 20 10Any person or organization that:07 04 or CG 20 10 04 13, the Additionala.You agree in a written contract or agreement to Insured – Owners, Lessees or Contrac-include as an additional insured on this Coverage tors – Completed Operations endorse-Part; and ment CG 20 37 07 04 or CG 20 37 04 13, b.Has not been added as an additional insured for or both of such endorsements with either the same project by attachment of an endorse-of those edition dates; orment under this Coverage Part which includes (b)Either or both of the following: the Addi-such person or organization in the endorsement's tional Insured – Owners, Lessees or Con-schedule;tractors – Scheduled Person Or Organi-is an insured, but:zation endorsement CG 20 10, or the Ad- ditional Insured – Owners, Lessees ora.Only with respect to liability for "bodily injury" or Contractors – Completed Operations en-"property damage" that occurs, or for "personal dorsement CG 20 37, without an editioninjury" caused by an offense that is committed, date of such endorsement specified;subsequent to the signing of that contract or agreement and while that part of the contract or the person or organization is an additional in-agreement is in effect; and sured only if the injury or damage is caused, in whole or in part, by acts or omissions ofb.Only as described in Paragraph (1),(2)or (3)be- you or your subcontractor in the performancelow, whichever applies: of "your work" to which the written contract or(1)If the written contract or agreement specifical-agreement applies; orly requires you to provide additional insured (3)If neither Paragraph (1)nor (2)above applies:coverage to that person or organization by the use of:(a)The person or organization is an addi- tional insured only if, and to the extent(a)The Additional Insured – Owners, Les- that, the injury or damage is caused bysees or Contractors – (Form B) endorse- acts or omissions of you or your subcon-ment CG 20 10 11 85; or tractor in the performance of "your work"(b)Either or both of the following: the Addi-to which the written contract or agree-tional Insured – Owners, Lessees or Con-ment applies; andtractors – Scheduled Person Or Organi- (b)Such person or organization does notzation endorsement CG 20 10 10 01, or qualify as an additional insured with re-the Additional Insured – Owners, Lessees spect to the independent acts or omis-or Contractors – Completed Operations sions of such person or organization.endorsement CG 20 37 10 01; The insurance provided to such additional insured isthe person or organization is an additional in- subject to the following provisions:sured only if the injury or damage arises out of "your work" to which the written contract or a.If the Limits of Insurance of this Coverage Partagreement applies;shown in the Declarations exceed the minimum (2)If the written contract or agreement specifical-limits required by the written contract or agree- ly requires you to provide additional insured ment, the insurance provided to the additional in- coverage to that person or organization by sured will be limited to such minimum required the use of:limits. For the purposes of determining whether CG D6 04 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 2 COMMERCIAL GENERAL LIABILITY this limitation applies, the minimum limits required result in a claim. To the extent possible, such by the written contract or agreement will be con- notice should include: sidered to include the minimum limits of any Um-(a)How, when and where the "occurrence"brella or Excess liability coverage required for the or offense took place; additional insured by that written contract or (b)The names and addresses of any injuredagreement. This provision will not increase the persons and witnesses; andlimits of insurance described in Section III – Limits (c)The nature and location of any injury orOf Insurance.damage arising out of the "occurrence" orb.The insurance provided to such additional insured offense.does not apply to: (2)If a claim is made or "suit" is brought against(1)Any "bodily injury", "property damage" or the additional insured:"personal injury" arising out of the providing, (a)Immediately record the specifics of theor failure to provide, any professional archi- claim or "suit" and the date received; andtectural, engineering or surveying services, including:(b)Notify us as soon as practicable and see to it that we receive written notice of the(a)The preparing, approving, or failing to claim or "suit" as soon as practicable.prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or-(3)Immediately send us copies of all legal pa- ders or change orders, or the preparing, pers received in connection with the claim or approving, or failing to prepare or ap- "suit", cooperate with us in the investigation prove, drawings and specifications; and or settlement of the claim or defense against the "suit", and otherwise comply with all policy(b)Supervisory, inspection, architectural or conditions.engineering activities. (4)Tender the defense and indemnity of any(2)Any "bodily injury" or "property damage" claim or "suit" to any provider of other insur-caused by "your work" and included in the ance which would cover such additional in-"products-completed operations hazard" un- sured for a loss we cover. However, this con-less the written contract or agreement specifi- cally requires you to provide such coverage dition does not affect whether the insurance for that additional insured during the policy provided to such additional insured is primary period.to other insurance available to such additional insured which covers that person or organiza-c.The additional insured must comply with the fol- tion as a named insured as described in Par-lowing duties: agraph 4., Other Insurance, of Section IV –(1)Give us written notice as soon as practicable Commercial General Liability Conditions.of an "occurrence" or an offense which may Page 2 of 2 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D6 04 02 19 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE –This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A.Who Is An Insured – Unnamed Subsidiaries C.Incidental Medical Malpractice B.Blanket Additional Insured – Governmental D.Blanket Waiver Of Subrogation Entities – Permits Or Authorizations Relating To E.Contractual Liability – RailroadsOperationsF.Damage To Premises Rented To You PROVISIONS a.An organization other than a partnership, joint venture or limited liability company; orA. WHO IS AN INSURED – UNNAMED b.A trust;SUBSIDIARIES The following is added to SECTION II – WHO IS as indicated in its name or the documents that AN INSURED:govern its structure. Any of your subsidiaries, other than a partnership,B. BLANKET ADDITIONAL INSURED –joint venture or limited liability company, that is GOVERNMENTAL ENTITIES – PERMITS ORnot shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONSDeclarations is a Named Insured if: The following is added to SECTION II – WHO ISa.You are the sole owner of, or maintain an AN INSURED:ownership interest of more than 50% in, such Any governmental entity that has issued a permitsubsidiary on the first day of the policy period; or authorization with respect to operationsand performed by you or on your behalf and that youb.Such subsidiary is not an insured under are required by any ordinance, law, building codesimilar other insurance.or written contract or agreement to include as an No such subsidiary is an insured for "bodily injury"additional insured on this Coverage Part is an or "property damage" that occurred, or "personal insured, but only with respect to liability for "bodily injury", "property damage" or "personal andand advertising injury" caused by an offense advertising injury" arising out of such operations.committed: The insurance provided to such governmentala.Before you maintained an ownership interest entity does not apply to:of more than 50% in such subsidiary; or a.Any "bodily injury", "property damage" orb.After the date, if any, during the policy period "personal and advertising injury" arising out ofthat you no longer maintain an ownership operations performed for the governmentalinterest of more than 50% in such subsidiary.entity; orFor purposes of Paragraph 1.of Section II – Who b.Any "bodily injury" or "property damage"Is An Insured, each such subsidiary will be included in the "products-completeddeemed to be designated in the Declarations as:operations hazard". CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE pharmaceuticals committed by, or with the knowledge or consent of, the insured.1.The following replaces Paragraph b.of the definition of "occurrence" in the 5.The following is added to the DEFINITIONS DEFINITIONS Section:Section: b.An act or omission committed in providing "Incidental medical services" means:or failing to provide "incidental medical a.Medical, surgical, dental, laboratory, x-rayservices", first aid or "Good Samaritan or nursing service or treatment, advice orservices" to a person, unless you are in instruction, or the related furnishing ofthe business or occupation of providing food or beverages; orprofessional health care services. b.The furnishing or dispensing of drugs or2.The following replaces the last paragraph of medical, dental, or surgical supplies orParagraph2.a.(1)of SECTION II – WHO IS appliances.AN INSURED: 6.The following is added to Paragraph 4.b.,Unless you are in the business or occupation Excess Insurance, of SECTION IV –of providing professional health care services, Paragraphs (1)(a),(b),(c)and (d)above do COMMERCIAL GENERAL LIABILITY not apply to "bodily injury" arising out of CONDITIONS: providing or failing to provide:This insurance is excess over any valid and (a)"Incidental medical services" by any of collectible other insurance, whether primary, your "employees" who is a nurse, nurse excess, contingent or on any other basis, that assistant, emergency medical technician is available to any of your "employees" for or paramedic; or "bodily injury" that arises out of providing or failing to provide "incidental medical services"(b)First aid or "Good Samaritan services" by to any person to the extent not subject toany of your "employees" or "volunteer workers", other than an employed or Paragraph 2.a.(1)of Section II – Who Is An volunteer doctor. Any such "employees"Insured. or "volunteer workers" providing or failing D. BLANKET WAIVER OF SUBROGATIONto provide first aid or "Good Samaritan The following is added to Paragraph 8.,Transferservices" during their work hours for you Of Rights Of Recovery Against Others To Us,will be deemed to be acting within the of SECTION IV – COMMERCIAL GENERALscope of their employment by you or performing duties related to the conduct LIABILITY CONDITIONS: of your business.If the insured has agreed in a contract or 3.The following replaces the last sentence of agreement to waive that insured's right of Paragraph 5.of SECTION III – LIMITS OF recovery against any person or organization, we INSURANCE:waive our right of recovery against such person or organization, but only for payments we makeFor the purposes of determining the because of:applicable Each Occurrence Limit, all related acts or omissions committed in providing or a."Bodily injury" or "property damage" thatfailing to provide "incidental medical occurs; orservices", first aid or "Good Samaritan b."Personal and advertising injury" caused byservices" to any one person will be deemed to an offense that is committed;be one "occurrence". 4.The following exclusion is added to subsequent to the execution of the contract or Paragraph 2.,Exclusions, of SECTION I –agreement. COVERAGES – COVERAGE A – BODILY E. CONTRACTUAL LIABILITY – RAILROADSINJURY AND PROPERTY DAMAGE LIABILITY:1.The following replaces Paragraph c.of the definition of "insured contract" in theSale Of Pharmaceuticals DEFINITIONS Section:"Bodily injury" or "property damage" arising out of the violation of a penal statute or c.Any easement or license agreement; ordinance relating to the sale of Page 2 of 3 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.a COMMERCIAL GENERAL LIABILITY 2.Paragraph f.(1)of the definition of "insured a.Any premises while rented to you or contract" in the DEFINITIONS Section is temporarily occupied by you with permission deleted.of the owner; or F. DAMAGE TO PREMISES RENTED TO YOU b.The contents of any premises while such premises is rented to you, if you rent suchThe following replaces the definition of "premises premises for a period of seven or fewerdamage" in the DEFINITIONS Section:consecutive days."Premises damage" means "property damage" to: CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 3 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSI4N END4RSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. H1RED AUTO — LIMITED WORLDWIDE CQV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED �IMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIQENT t7R �OSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS ; : : • _ � 7�1:T►�i1�Tt�►51�71�F'317:1��7 The following is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The follawing is added to Paragraph c. in A.1., Who Is An Insured, of SECTION il — COVERED AUTOS LIABILITY CCiVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which this insurance applies and only to the e�ent that person or organization qualifies as an "insured" under the Who is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUT(7 1. The foilowing is added to Paragraph A.1., Who Is An Insured, of SEGTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.S., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the foilowing are deemed to be cov- ered "autos" you own: (1} Any covered "auto" you lease, hire, rent or borrow; and {2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your GA T3 53 02 15 �O 2015 The Travelers Indemnity Company. All rights reserved. Page 1 Of 4 Includes copyrighted material of Insurance 5ervices Office, Inc. with its permission. CCaMMERCiAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The foilowing is added to Paragraph A.1., Wha is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION 11 — COVERED AUTOS LIABI�- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7., Policy Period, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDI- TIONS: (5} Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Cov- ered Autos Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. {a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" wiii make any settiement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "su it". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because af "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with aur consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. {v} We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the applicable limit of insurance in payments for damages, settlements or defense expenses. {b) This insurance is excess over any valid and collectible other insurance available to the "insured" whether primary, excess, contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. Page 2 of 4 02015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERGIAL AUTO You agree to maintain ail required or {2) In or on your covered "auto". compuisory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with No deductibles apply to this Personai Property compulsory insurance requirements wiil not invalidate the caverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (dj It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The foilowing is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductibie for a covered "auto" wiii appiy to glass damage if the glass is repaired rather than repiaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LINIIT The following replaces the last sentence of Para- graph A.4.b., Loss Of Use Expenses, of SEC- TION III — PHYSICA� DAMAGE COVERAGE: However, the most we wiii pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionaily inflated. We will pay up to a maximum of $1,O�Q for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTIC)N N— BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- piies oniy when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accidenY' or "loss". M. �LANKET WAIVER OF SUBROGATION The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, of SECTI�N IV — BUSINESS AUTO CONDI- TIO(VS: The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- tent required of you by a written contract We will pay up to $440 for "loss" to wearing ap- signed and executed prior to any "accident" parel and other personal property which is: or "loss", provided that the "accident" or "loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 O 2015 The Travelers Indemnity Company. All rights reserved. Pag2 3 Of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shail no1 contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph 6.2., Con- lect additional premium or exercise our right of ceaiment, Misrepresentation, Or Fraud, of canceilation or non-renewal. SECTION IV — BUSINESS AUTO CONDITIONS: Page 4 of 4 O 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Inciudes copyrighted materiai of Insurance Services Office, Inc. with its permission. � TRAVELERSJ ONE TOWER SQUARE HARTFORD CT 06183 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 03 04 ( B) -001 POLICY NUMBER: UB-4Nl93486 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. 1.D Specific Waiver Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2.Operations: ALL TEXAS OPERATIONS 3.Premium: The premium charge for this endorsement shall be 2 • o o percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described .. 4.Advance Premium: $ SEE SCHEDULE This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy No. UB4N193486 Endorsement No. Premium Countersigned by ________________ _ Endorsement Effective Insured Insurance Company ST ASSIGN: Page 1 of 1 © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. EXHIBIT E SPECIAL CONDITIONS EXCAVATION/COMPACTION SPECIFICATION: All earthwork shall be performed in accordance with the City of Fort Worth and Owner's geotechnical engineer's recommendations and specifications for this project. All excavation quantities shall be defined as in place material (bank yards not truck yards). 2. GOVERNING PUBLIC AUTHORITY SPECIFICATION: All wark dedicated to the Governing Public Authority shall be performed in accordance with their Standard Construction Details and Specifications. Questions regarding Governing Public Authority standards and specifications should be referred to the City. If a specification is not provided for any portion of the Contractor's Work, the Contractor shall notify the Engineer immediately before commencing said Work. 3. OBSTRUCTIONS: Relocation of franchise poles and underground fi•anchise utilities, and similar items will be performed by Owner, except where otherwise indicated. The Contractor shall coordinate and plan his work around such relocation or removal. 4. WATER FOR CONSTRUCTION: All water required shall be furnished by the Contractor at his expense. Water shall be clean and potable. _ . . • � . . . - - - -- - - 6. WET UTILITY EXCAVATION/TRENCH SPOILS: The Wet Utility Contractor shall haul excess utility spoils to an area onsite or an adjacent site as determined by the Construction Manager and/or Owner's Representative. All spoil material shall be defined as in place spoils (bank yards not truck yards). Spoil relocation shall be incidental to utility construction. 7. EXCAVATION/TRENCH SPOILS (OTHER THEN WET UTILITY SPOILS): Excess spoil material from all construction, including but not limited to franchise utilities and retaining walls, shall be wasted on site or on adjacent site in areas detertnined by the Construction Manager and/or Owner's Representative. Contractors will not disburse any spoils until Construction Manager andlor Owner's Representative issues written instructions as to where spoils shall be placed. Spoils shall contain no rocks larger than 4" in diameter. Contractors are responsible for their spoils. All spoil distribution will be considered incidental to construction. All spoils material shall be defined as in place spoils (bank yards not truck yards). � � � \ �� � _ ! ♦ � _ . . _ .. . � . ' . ' `. . . . ._ ' ' - � • - - � � ' ' ' " ' " ' - > ' • " ' -- . ' " � 9. DEWATERING: Dewatering, if required, is not included as a separate pay item and shall be included subsidiary to the bid items. Contractor shall make determination of extent of dewatering necessary to complete the project in accordance with the plans and specifications. 10. INLETS: The Utility Contractor shall pour storm sewer inlets in two stages. The first stage shall be poured prior to paving and shall not extend above pavement subgrade. Paving Contractor shall block out for inlets when placing concrete pavement. Utility Contractor shall pour inlet tops (second stage) and blockouts after concrete pavement has been placed. Utility Contractor shall be responsible for providing inlet protection against damage during paving operations. 11. ADNSTMENT OF UTILITIES: It shall be the responsibility of the Utility Contractor to perform any necessary final grade adjustments to all appurtenances (valve stacks, manhole rims, fire hydrants, etc.) and for pouring any blockouts required by the governing public authority. The Utility Contractor shall be responsible for providing false manhole bottoms, if required, and inlet protection during paving operations. The cost to perform this work shall be incidental to the bid items. 12. INSPECTION FEES: The Owner shall be responsible for paying all inspection fees required by the governing public authority. Contractor shall be responsible for any fees related to inspector overtime and re-inspections. 13. PERMIT FEES: Contractor shall be responsible for all permit fees, which may include, but not limited to, batch plant permits, grading permits; water meters for construction, driveway permits, wall permits, fence permits, and other similar construction permits. 14. TESTING: The Utility and Paving Contractor shall pay and be responsible for coordinating all testing required to complete his work and acceptance by the Governing Public Authority and the specifications. All independent laboratories must be approved by the Owner and the Governing Public Authority. One set of reports shall be sent to the engmeer. • _. _ �. � • �. _ . • _ •. . _ . _ • _ i • - - - - • - - • - - 16. CLEANUP: Each Contractor shall be responsible for making a iinal cleanup of his work before iinal acceptance by the Owner. This cleanup shall include removal of all objectionable rocks, debris, concrete, asphalt, or other construction materials; and in general, preparing the premises in an orderly manner and appearance. •. • �. _ � .. � _� _•. _• „ . .. . . _ • - _ • • 18. STORM WATER POLLUTION PREVENTION: The Owner shall prepare a Storm Water Pollution Prevention Plan for the project and install or have installed as per contract, erosion control devices as necessary to comply with the plan and EPA/TCEQ/MS4 guidelines. The Owner shall provide inspections as required by the plan and EPA/TCEQ/MS4. It shall be the responsibility of the Conhactor to protect all erosion control devices. Any erosion control damaged shall be immediately repaired at the Contractor's expense. Contractor shall be responsible for protection of fuel and other hazardous substances at the site. It is the Contractor's obligation to secure any and all additional required permits and adhere to all requirements as set forth by, but not limited to, the EPA, TCEQ, and MS4 agencies. The Contractor shall clean streets of all materials upon demand of SWPPP inspector or Owner's representative to maintain the project in good standing with EPA/TCEQ/MS4. 19. TREES: Contractor shall protect all trees unless authorized for removal by Owner. Owner shall back charge any tree damaged by the Contractor at a rate of $150 per caliper inch. The Contractor shall not store equipment, vehicles, or materials beneath any tree on the premises. 20. TREE DISPOSAL: Contractor is responsible for the disposal of all trees removed by their work. Tree disposal shall be included in all bid items, unless specified in the bid proposal. Trees shall be disposed of offsite, unless otherwise agreed upon in writing. 21. RECORD DRAWINGS: The Contractor shall furnish and deliver to the Engineer record drawings (i.e. "as- built" plans) showing any and all field changes. The drawings shall be provided to Engineer prior to issuance of final Contractor payment. In lieu of record drawings, if no changes have occurred, Contractor shall submit a written document on Contractor's letterhead, signed by Contractor Owner or Officer stating that the project was built according to Engineer's plans with no changes to project. 22. BONDS: Contractor is responsible to pay for, and must provide payment, performance and maintenance bonds as required by the Owner and the City of Fort Worth. EXHIBIT F 1NVOICING INSTRUCTIONS l. Invoices must include the Project Name, Invoice Date, Pay Application Number and be separated by line items shown on Exhibit D of this Contract. 2. Retainage and cumulative billing data must be included on the invoice. 3. Original notarized partial and final lien releases in a format approved by the Owner must be submitted with all invoices. 4. One (1) original invoice shall be submitted to the Construction Manager/Owner's Representative and one (1) copy to the Engineer. The Construction Manager/Owner's Representative shall forward the invoice to the Owner with a recommendation for approval. The Construction Manager/Owner's Representative will notify the Contractor of any discrepancies in billing prior to forwarding to the Owner. 5. Invoices shall be submitted by the 25th day of each month. EXHIBIT G SURVEY STAKING PROVIDED BY OWNER A one-time survey staking shall be provided by the Owner's Surveyor, which will include the following: Set initial construction control. 2. Provide storm drain staking for inlets, laterals and main line at 50' intervals. 3. Provide waterline stakes for valve locations, fire hydrants, laterals, and mainline at 50' intervals. 4. Provide sewerline stakes for laterals, manholes, and mainline at 50' intervals. All stakes will be set at an offset decided by the utility contractor. EXHIBIT H PROHIBITION ON BOYCOTTING ISRAEL PROHIBITION ON BOYCOTTING ISRAEL AND CONTRACTING WITH TERRORIST ORGANIZATIONS VERIFICATION This verification is hereby incorporated into the terms of the Contract by and between Owner for Brookf'ield Fresh Water Supply District No. 1 and Blue Star Utilities entered into this the 6�h day of November , 2020 . 1.01 Blue Star Utilities , in conjunction with the execution of the above-referenced Contract and in accordance with Chapter 2270 of the Texas Government Code, effective Sept. 1 2017, does hereby agree, confirm, and verify that it: A. Does not Boycott Israel; and B. Will not Boycott Israel during the term of the contract "Boycott Israel" has the meaning given to it in Chapter 808 of Subtitle A, Title 8 of the Texas Government Code. As of the effective date of the statute, the term means "refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action make for ordinary business purposes." 1.02 Contractor hereby certifies that it is not a entity that contracts with or provides supplies or services to a foreign terrorist organization, as deftned by Section 2252.151(2), Texas Government Code, and has not been identified as a company known to have contracts with or provide supplies or services to a foreign terrorist organization as identiited on a list prepared and maintained under Section 806.051, 807.051, or 2252,153, Texas Government Code. 1.03 Contractor hereby acknowledges and agrees that this verification is a material term of the contract and Owner is expressly relying on this verification in agreeing to enter into the contract with Contractor. 1.04 TO THE M�XIMUM EXTENT PERMITTED BY LAW, CONTRACTOR AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS OWNER FROM ALL CLAIM5, CAUSES OF ACTION, LEGAL PROCEEDINGS, DAMAGES, COSTS, FEES AND EXPENSES ARISING OUT OF OR RELATED TO AN ACTUAL OR ALLEGED MISREPRESENTATION BY CONTRACTOI State of Texas County of Before me, a notary public, on this day personally appeared c X) ,i��.��_ , known to me to be the person whose name is subscribed to the foregoing document and, being by me first duly sworn, declared that the statements therein contained in Paragraph 1.01 A and B and Paragraph 1.02 are tnie and correct. (Personalized Seal) 1-z:,�� _:�.�..�_�,___ �ZOZ-8Z-tr0 sa�i�lx3'u.iuio� �tW ,a��o��,,. S-v1��0�0�1 `+'� Cll �c ��(,�r:� sexal �o a�ea5 * �� z �i;qn� /�ae�oN >e�d��di o-�-��cnd� ��f�vl�zt�r otary Public's Signature Receipt and incorporatiou into the above-referenced contract hereby agreed to and acknowledged by: Owner Signahire EXHIBIT I FORM 1295 CERTIFICATE OF INTERESTED PARTIES FORM 1295 OFFICE USE ONI.Y Complete Nos. 1- 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. 1 Name of business entity filing form, and the city, state and country of the business •`V entity's place of business. �` ` 2 Name of governmental entity or state agency that is a party to the contract for � which the form is being filed. J► ♦ 3 Provide the identification number used by the governmental entity or state agency to t kp identify the contract, and provide a description of the services, goods, or other property to be provided u�V e contract. � 4 ature of Interest (check applicable) Name of Interested Party City, State, Country � (place of business) � Controlling Intermediary � � 5 ❑Check only if there ' I terested Party. s UNSWORN DECjL� N My name is +�`` , and my date of birth is My addre � _ ` (street) (city) (state) (zip code) (country) ► d under penalty of perjury that the foregoing is true and correct. Executed in County, State of , on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) ADD ADDITIONAL PAGES AS NECESSARY Form provided by Texas Ethics Commission www.ethics.state.Uc.us Revised 12/22/2017 EXHIBIT I GEOTECHNICAL REPORT � r�� i E N G I N F GEOTECHNICAL ENGINEERING REPORT LIBERTY TRAILS PHASE 3 DENTON COUNTY, TEXAS Prepared For: D.R. Horton — DFW West Division 6751 North Freeway Fort Worth, Texas 76131 Attn: Steve Howard August 2020 PROJECT NO. 20-24502 www.roneengineers.com ���� ENG IhIEERIPlG October 1, 2020 (Revised) Mr. Steve Howard D.R. Horton — DFW West Division 6751 North Freeway Fort Worth, Texas 76131 Re: Geotechnical Engineering Report Liberty Trail Phase 2 North of SH 114, at John Day Road Denton, Texas Rone Report No. 20-24502 Dear Mr. Howard: GCOTCCI-INICAL ENGINCERING �ARThIWORI(S CONTROL ENVIRONMGNTAL CONSULT�NG CONSTRUCTION MAT[RIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering Report for the above referenced project. The geotechnical engineering services performed for this study were carried out in general accordance with Rone Proposal No. P-29261-20, dated July 14, 2020. This report presents engineering analyses and recommendations for site grading, foundations, and pavements with respect to known project and site characteristics. Results of field exploration and laboratory testing are provided in the appendix of the report. We appreciate the opportunity to be of service to you on this project and look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the final design and construction phases. Please contact us if you have any questions or if we can be of further assistance. Respectfully submitted, y�P'.��:.�-f',y��' .. �, � ii ' r`'� � * ��ABDOL._R ;..SAVABI �..'�/9' • 113752 .'��c �' ����'. �� •��: , �'� � �'�••.,, C�Ng�.••G�� r ,11�� � ��� �C� A. Reza Savabi, P.E. �.o.os.zozo Senior Geotechnical Engineer Texas Engineering Firm License No. F-1572 � Eric M. Hollaba h, P.E. Senior Geotechnical Engineer DALLAS � FORT WORTH � AUSTIN � HOUSTON 8908 AMe,assnooR Row � DALLAS, TexAs 75247 � Te�: 214.630.9745 ,Jl ----- / Paqe 1 INTRODUCTION .....................................................................................................................1 2 PURPOSES AND SCOPE OF STUDY ....................................................................................1 3 FIELD OPERATIONS AND LABORATORY TESTING ...........................................................2 4 GENERAL SITE CONDITIONS ...............................................................................................2 4.1 Site Geology ....................................................................................................................................... 2 4.2 Subsurface Soil Conditions ................................................................................................................. 3 4.3 Groundwater ....................................................................................................................................... 3 5 ANALYSIS AND RECOMMENDATIONS ................................................................................4 5.1 Seismic Site Class .............................................................................................................................. 4 5.2 Potential Vertical Rise .........................................................................................................................4 5.3 Excavation Safety Considerations ......................................................................................................4 5.4 Foundation Recommendations ........................................................................................................... 5 5.5 Subgrade Preparation ......................................................................................................................... 6 5.6 Subgrade Fill ....................................................................................................................................... 7 5.7 Pavement Design Recommendations ................................................................................................ 7 5.7.1 General Discussion ..................................................................................................................... 7 5.7.2 Subgrade Support ....................................................................................................................... 8 5.7.3 Pavement Thickness Determination ........................................................................................... 8 5.7.4 Pavement Subgrade Preparation ................................................................................................9 6 SITE PREPARATION AND FILL PLACEMENT ....................................................................10 6.1 General .............................................................................................................................................10 6.2 Site Preparation ................................................................................................................................11 6.3 Select Fill ..........................................................................................................................................13 6.4 Moisture and Density Testing ...........................................................................................................13 6.5 Site Grading ......................................................................................................................................14 6.6 Utility Backfill .....................................................................................................................................14 6.7 Construction Observations ...............................................................................................................15 7 STUDY CLOSURE ................................................................................................................15 8 COPYRIGHT 2020 RONE ENGINEERING SERVICES, LTD . ...............................................16 APPENDIX A Plate VICINITYMAP ........................................................................................................................................................... A.1 GEOLOGYMAP ........................................................................................................................................................ A.2 BORINGLOCATION DIAGRAM ................................................................................................................................ A.3 LOGSOF BORING ............................................................................................................................................A.4-A.36 KEY TO CLASSIFICATIONS AND SYMBOLS ........................................................................................................ A.37 UNIFIEDSOIL CLASSIFICATION SYSTEM ........................................................................................................... A.38 APPENDIX B Paqe FIELDEXPLORATION .............................................................................................................................................. B.1 LABORATORYTESTING .......................................................................................................................................... B.2 APPENDIX C Paae IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ...................................... C.1 RON E j 1 1� li '�1 I 1 I 1 U li GEOTECHNICAL ENGINEERING REPORT 1 INTRODUCTION The proposed project is located approximately '/2 mile north of SH 114 and approximately 500 feet west of John Day Road in Denton County, Texas. The Liberty Trails Phase 3 will include the development of approximately 31'/2 acres of generally vacant land into approximately 155 single- family residential lots, including associated utilities and paved streets. Based on topographic information provided by the client, the site generaily slopes downward from the north to the southwest, with elevations ranging from approximately 785 feet to 758 feet. Based on proposed grading plans, we understand that up to approximately 3 feet of cut and 6 feet of fill will be required to achieve final grades within the proposed building pads. At the time of our field exploration, the site generally consisted of an open grass-covered field. Based on grading plans provided to us, several retaining walls are planned at the site, with heights of up to approximately 4 feet. Global stability analysis of these retaining walls is outside the scope of this report; however, Rone would be pleased to provide a proposal for these services upon request. A site vicinity map and geology map are attached as Plates A.1 and A.2, respectively. The general location and orientation of the site are shown on the Boring Location Diagram, Plate A.3, in Appendix A of this report. 2 PURPOSES AND SCOPE OF STUDY The principal purposes of this study are to review available information on the general subsurface conditions at the site and to develop geotechnical recommendations for the design and construction of foundations and pavements for Phase 3 of the Liberty Trail residential community. To accomplish its intended purposes, the study was conducted in the following phases; Sample borings were drilled to evaluate the subsurface conditions at the boring locations, and to obtain soil and rock samples; Laboratory tests were conducted on selected samples recovered from the borings to estimate the pertinent engineering characteristics of the foundation materials; and Engineering analyses were performed using field and laboratory data to develop foundation and pavement design recommendations. . � � UIIOca�i�y uf�t:ill-,I lar � i ,,;1 _ � �- - - - - - -- .I ��— - ___ - Rorv�,,.�,..,,�,.�,, 3 FIELD OPERATIONS AND LABORATORY TESTING Subsurface conditions for Phase 3 of the proposed development were determined with a total of 33 borings perFormed to the depths of approximately 15 feet below the existing ground surface within the proposed subdivision, The borings were located in the field by Rone personnel using an aerial photograph of the site and measuring from available site features. The latitude and longitude of the boring locations were measured using a hand-held GPS unit. Ground surface elevations at the boring locations were interpolated from topographic information provided by the client. The provided locations and elevations are accurate only to the extent implied by the technique used in their determination. The approximate boring locations are shown on Plate A.3, Boring Location Diagram. Sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented on the respective Logs of Boring in the appendix. Keys to terms and symbols used on the logs are also included in Appendix A. Laboratory soil tests were performed on selected samples recovered from the borings to confirm visual classification and determine the pertinent engineering properties of the soils encountered. Classification test results are presented on the Logs of Boring. 4 GENERAL SITE CONDITIONS 4.1 Site Geology Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas, Dallas Sheet, the site appears to be located within the undivided Fort Worth Limestone and Duck Creek Formation (mapped as Kfd). The USGS Mineral Resources On-Line Spatial Data reference contains the following description of this formation: The Fort Worth Limestone is generally light to medium gray, and weathers to a yellow brown. It often contains marine fossils and is generally overlain by medium gray to yellow-brown calcareous clay. The Duck Creek formation generally consists of highly active residual clay underlain by medium gray to yellow-gray limestone. Please note that the geologic mapping was originally performed using aerial photography. Local variations and anomalies do occur. I�Il�ri�i�`j Itli'r•ill��l`lar:rr.�'r.t — — — -- — — — I � R�NE / ,,,,:.,�,.� 4.2 Subsurface Soil Conditions The various strata encountered in the borings and their approximate depths and thickness are shown on the Logs of Boring. The stratification boundaries shown on the Logs of Boring represent the approximate locations of changes in types of soil and rock; in-situ, the transition between material types may be gradual and indistinct. A brief summary of the stratigraphy indicated by the borings is given below. Based on the soil boring and laboratory data, the soils at this site generally consist of native lean clay (CL), fat clay (CH), sandy lean clay (CL), sandy fat clay (CH), and clayey sand (SC) containing various amounts of sand, gravel, calcareous nodules, and ferrous nodules extending to depths in the borings of approximately � to 11 feet below the existing ground surface. Underlying the clays, the borings generally encountered tan weathered limestone and/or gray limestone to the boring termination depth of approximately 15 feet. The plasticity index (PI) of the cohesive samples tested varied from 7 to 43, indicating low to high soil plasticity. A high plasticity index is generally associated with an increased potential for the active clayey soils to shrink and swell with changes in moisture content. In situ moisture levels ranged from approximately 20 percent below to 5 percent above their measured plastic limits, indicating a wide range of existing subgrade moisture conditions. 4.3 Groundwater Free water was not encountered in borings during drilling or at drilling completion. The scope of work did not include long-term observations of ground water or perched water conditions. In addition, it is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur following periods of drought or rainfall. Groundwater can be encountered above any of the less permeable soil or rock at this site, creating a temporary perched water condition, particularly during wet periods of the year, Groundwater levels should be expected to fluctuate throughout the year with variations in precipitation, runoff, the water levels in nearby surface water features, and other factors not evident at the time of the field services, These observations have been made during the course of the field exploration, as indicated on the Logs of Boring, A groundwater study has not been perFormed. Long-term observations would fUllor=r�i�Y�1qr:IIl��I;G�:rr��'r-1— — — — - -----I L � RON�,,,,:�.,�,,,�,; be necessary to more accurately evaluate the groundwater levels and fluctuations. Rone would be pleased to provide groundwater level monitoring as an additional scope of services, if desired, 5 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Class The site class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The borings for this project did not extend to a depth of 100 feet; we have assumed the soil and rock conditions below the termination depth of the borings to be similar to those encountered at the termination depth of the borings. Based on Section 1613.3.2 of the 2018 International Building Code and Table 20.3-1 of ASCE 7-10, we recommend using Site Class C(Stiff SoillSoft Rock) for seismic design. 5.2 Potential Vertical Rise The estimated Potential Vertical Rise (PVR) using the TxDOT method, based on a 12-foot deep active zone and the depth to weathered limestone, is estimated to range from less than 1 inch to approximately 2 inches for subgrade soils in a dry moisture condition. Soil moisture levels do not remain constant over time. If the soils in these areas are allowed to dry appreciably, prior to andlor during construction, ground movements could exceed the estimated values when the soils are subsequently given free access to water. For this project, we recommend that foundations be designed based on a PVR of approximately 2 inches. Details regarding subgrade treatment are presented in Section 5.4 Foundation Recommendations and Section 5.5 Subgrade Preparation. 5.3 Excavation Safety Considerations Please note that in accordance with Texas State Law, the design and maintenance of excavation safety systems is the sole responsibility of the contractor. Please reference Occupational Safety and Health Administration (OSHA) Standards 29 CFR —1926 Subpart P for guidance in the design of such systems. All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. : � ,;;' ` �_�� _ :. -:�� _ �.� � . RON E / ,�,,,�,,,,,,v,. 5.4 Foundation Recommendations Based on the conditions encountered in the borings, the proposed site grading, and the anticipated loading conditions, the proposed residences may be supported on slab foundations bearing on tested and approved native soils, moisture conditioned fill, or select fill. Foundation design recommendations are provided below. The proposed residences may be supported on ground-supported foundations consisting of a conventionally reinforced beam and slab system or a post-tensioned slab foundation system, provided the estimated floor movements can be tolerated. Foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system to sustain the vertical soil movements expected at this site. A net allowable soil bearing pressure of 2,000 pounds per square foot (psf) may be used for design of all grade beams bearing in native soils or select fill. A net allowable soil bearing pressure of 1,500 pounds per square foot (psf) may be used for design of all grade beams bearing in moisture conditioned fill. Grade beams should bear at least 18 inches below final grade. Relatively shallow weathered limestone was encountered in some of the borings at this site. If weathered limestone is encountered in only a portion of the foundation excavation at the planned bearing elevation, the excavation should be extended at least 12 inches into the weathered limestone. The processed limestone should then be compacted back into the excavation up to the bearing elevation. This will help reduce the "hinge" condition associated with the transition from soil to rock. The bvttom of the beam trenches should be free of any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs should be adequately reinforced to minimize cracking as normal movements occur in the foundation soils. Moist soil conditions should be maintained beneath and at least 5 feet beyond slab foundations during their service life. The Post-Tensioning Institute (PTI) parameters are calculated based on the method described in the most recent edition of the PTI manual for designing slab-on-grade foundation systems. Recommended PTI foundation design parameters for a PVR value of 2 inches and a Thornthwaite Moisture Index (TMI) of minus five (-5) are as follows: I�I��ol'lii��/IIIIi.���s���11:f=R!' - ---_J L�— --- -- RQNE j ,�,,;�.,��.� Table 1: PTI Criteria Parameter � Condition I Design Value Edge Moisture Variation Center Lift 7•5 Distance, em (feet) Edge Lift 3.4 Differential Soil Movement, ym Center Lift 1.3 (inches) Edge Lift � •5 A moisture barrier should be used beneath slab foundations. The combination of wet conditions and growth of mold and mildew can create a persistent slip hazard. The PTI method incorporates numerous design assumptions associated with the derivation of variables needed to estimate the soil design criteria. The PTI method of predicting differential soil movement is applicable when soil moisture conditions are controlled solely by the climate on well- graded building pads (i.e. proper drainage, no percolation of water in unlined landscaped areas, no utility water leaks, or other free water sources). Soil moisture typically increases within the subgrade beneath concrete slabs, particularly when the space above the floor slab is enclosed and air-conditioned. As soil moisture increases, the soils may swell. The PTI design method is intended to provide stiffened foundation systems that can perform well under typical natural changes in soil moisture. The differential foundation movements resulting from seasonal soil moisture content changes are typically much lower than movements that can occur due to free water sources near or beneath the structure, which are not directly addressed by the PTI design method. 5.5 Subgrade Preparation When considering the various subgrade preparation options, it is important to keep in mind that the subsurface conditions which resulted in the estimated PVR values may not be uniformly present beneath each structure. Some allowance for variable support should be incorporated into the foundation designs for structures at this site. The preparation of a uniform pad beneath each structure is a crucial aspect of site development. To help provide a uniform pad, the depth of fill beneath an individual structure should be uniform within the building footprint, to the extent possible. Project No. 20-24502 ,! o, �1r8 Is!Phase 3 R('JN E j ,,.,:,,,�„� 5.6 Subgrade Fill Over-excavation is not required to perform moisture conditioning; however, all fill placed within the proposed building pads should be placed following the soil preparation and placement procedures and requirements presented in this report. The controlled fill should extend at least 5 feet outside the perimeter of the proposed structures or other perimeter features sensitive to differential movement. Any deleterious materials or rocl< fragments greater than approximately 4 inches in diameter encountered within the soils should be removed. The subgrade that will receive fill should be scarified to a depth of 6 inches and compacted to 95 to 100 percent of the material's standard Proctor dry density (ASTM D698) at the optimum moisture content up to 4 percent above optimum (Opt +4). In order to achieve a more uniform soil moisture profile, the moisture treated fill should be placed in maximum 10-inch loose lifts and compacted to a similar density and moisture content. The fill placement in the building pad and pavement subgrades should be monitored and tested on a full-time basis by Rone Engineering to confirm conditions are as anticipated and to confirm the fill is suitable and placed with the proper moisture content and degree of compaction. Density tests should be performed on each lift of reworked clay. 5.7 Pavement Design Recommendations This report includes recommendations for rigid pavements. Maintenance requirements over the life of rigid pavements are typically much lower than flexible pavements, and many consider the long-term appearance of rigid pavements an advantage. Rigid pavements tend to be more durable and require less maintenance after construction, and rehabilitationlreconstruction of the pavement section is not typically considered a part of the pavement life cycle. 5.7.1 General Discussion Based on the subsurface conditions encountered in our borings, the anticipated traffic loading conditions, and our local experience, we recommend the proposed pavement consist of jointed reinforced concrete pavement (JRCP) supported by lime-treated subgrade. Recommendations for pavements and subgrade treatment are described in the following sections. - �.��}.i� ` - --, ��,. � �,, Project No. 20-24502 �p e ` - = t �� RaN�,,,�,.,,,,.,��. 5.7.2 Subgrade Support Laboratory test results published correlations with index soil properties, and experience with similar materials were used to estimate a design California Bearing Ratio (CBR) value approximately 3, which was correlated to a resilient modulus, MR, of approximately 4,100 psi. This value correlates with, yet is slightly lower than, numerous resilient modulus values measured in TxDOT projects perFormed in similar soil types in the Dallas/Fort Worth area. 5.7.3 Pavement Thickness Determination When designing pavement sections, subgrade conditions must be considered along with expected traffic use/frequency, pavement type, and desired design life. Based on laboratory test results and local design experience, the information in the following table was used in our analysis. If actual traffic counts are available, we can recalculate the design sections based on actual traffic values. Table 2: Pavement and Design Inputs Item Roadway Designation Design life Initial serviceability, po Terminal serviceability, p� Concrete modulus of rupture, S'� Concrete modulus of elasticity, E� Reliability, R Standard deviation, So Load transfer coefficient, J Drainage coefficient, Ca Annual ESAL's Traffic growth Percent trucks Lane distribution factor Composite modulus of subgrade reaction, k Value Collector Streets I Residential Streets 20 years 4.5 2.25 2.0 530 psi 4,000,000 psi 90% I 85% 0.39 3.0 1.0 100,000 25,000 2% 0% 2% 1% 1.0 1.0 220 pci 150 pci r I �I��?RIiIq�/Illil;���'� �d:1-1-!�� �`,a �: ky �- � �.. " '�'` k r.-F i " �'; L_ :'"•k�Rr .-�'�-'�'4��.� ��v_' ,�' �� I RaN��,,,;",�,,,.,,, The pavement thickness determinations were perFormed in general accordance with the "AASHTO Guide for the Design of Pavement Structures 1993 edition" using the WinPAS 12 software from ACPA. Based on the analyses, we recommend the following pavement sections; Table 3: Recommended Pavement Sections IThickness (inches) Material Collector Streets Residential Streets Jointed Reinforced Concrete � 8 � 6 Lime-Treated Subgrade � 6 I 6 The concrete pavement should have between 4 and 6 percent entrained air. We recommend 3,600 psi compressive strength concrete be used to provide a 530-psi modulus of rupture. Hand- placed concrete should have a maximum slump of 6 inches. A sand leveling course should not be permitted beneath pavements. All steel reinforcement, dowel spacing/diameter, and pavement joints should conform to local municipal standards. 5.7.4 Pavement Subgrade Preparation All topsoil, vegetation, and any unsuitable materials should be removed. The pavement subgrade should be proofrolled with a fully loaded (40,000 Ibs.), tandem-axle dump truck or similar pneumatic-tire equipment to locate areas of unsuitable subgrade. In areas to be cut, the proofroll should be perFormed after the final grade is established. In areas to be filled, the proofroll should be perFormed prior to placement of engineered fill and after subgrade construction is complete. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. The existing soils are plastic and can undergo volume change when subjected to moisture variations. If moisture levels in the upper soils decrease, they may shrink and cracks may develop. If the moisture levels of these materials increase, they could swell and lose strength. Shrinkage, swelling, or strength loss could be detrimental to the proper function of the pavement. Lime treatment of clay subgrade is recommended for all concrete pavements to provide more uniform subgrade support and improve these soil's strength characteristics. -��"U�I�eTfty Tir,a((�7hh�e;3'= rrx `�, 1 �� � � ; _- ='� � p� � i * � • _ � N�.��a.—,l�rti �,�-� �s..c.a��l�ff�'l�{-����?-o ~a�A—��:, -_.� RQN E / ,,.,,,,,�,.� Lime treatment should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT). We recommend that the actual percentage of lime required be confirmed by collecting soil sample(s) once pavement subgrade elevation is attained. A lime series should be performed on the samples collected and the results should be used to determine the actual percentage of lime required. Lime treating the upper 6 inches of the subgrade soils will not significantly reduce the normal shrinl<ing and swelling of the subgrade that occurs with seasonal moisture variation. Some vertical movements of the pavements should be expected. Grading and compaction of pavement subgrade should follow the recommendations in Section 6 Site Preparation and Fill Placement below. The final grades should facilitate proper drainage to reduce access of surface water to the subgrade materials. Water can be introduced beneath the pavement through granular materials used for aggregate bases and utility line embedment, and can cause differential movement in the pavement. Aggregate base or a granular leveling course should not be used beneath pavements. To reduce the risk of moisture access and possible swelling, consideration could be given to substituting clay plugs for granular embedment material around all utilities at the edges of the pavement. 6 SITE PREPARATION AND FILL PLACEMENT The following recommendations for site preparation and fill placement may contain elements that do not appear to apply to the presently known conditions at the project site. These items have been included based on our experience that unforeseen obstacles can be encountered, and progress can be delayed while written guidance is prepared. While we cannot cover every possible circumstance, we have attempted to address the most frequently occurring issues in this report section. 6.1 General All grade-supported slabs should be designed to accommodate anticipated potential movements as presented in the "Potential Vertical Rise" section of this report. �I��e1-1ii�Yj Ill�l:i�l ��7ill�[� RQN�, �.,,..� � , ,..,.; Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. All grading should provide positive drainage away from the paving and should prevent water from collecting near the edge of pavements and structures. Also, ditches or swales should be provided to carry the run-off water both during and after construction. Lawn areas should be watered moderately, without allowing the clay soils to become too dry or too wet. Roof runoff should be collected by gutters and downspouts, and should discharge away from the building or into storm drains. Backfill for utility lines or along the perimeter beams should consist of site-excavated soil. If the backfill is too dense or too dry, it will swell and a mound will form along the trench line. If the backfill is too loose or too wet, it will settle and a depression will form along the trench line. Bac{cfill should be compacted as recommended in the "Site Preparation and Fill Placement" section of this report. If granular material is used for embedment in utility trenches, we recommend placing a clay plug as a replacement for the granular embedment at the location where the city line is located, at the location where the utility enters the structure, and at other connections. The intent is to prevent free moisture from passing through the granular embedment and entering the soil beneath the structure. Root systems from trees and shrubs can draw a substantial amount of water from the clay soils at this site, causing the clays to dry and shrink. This could cause settlement beneath grade- supported slabs such as floors, walks, and paving. Trees and large bushes should be located a distance equal to at least their anticipated mature height away from grade slabs. 6.2 Site Preparation Preparation of the site for any future construction should include the removal and proper disposal of any obstructions that would hinder construction. These obstructions include all abandoned structures, foundations, debris, water wells, septic tanks, and loose material. It is the intent of these recommendations to provide for the removal and disposal of all obstructions not specifically provided for elsewhere by the plans and specifications. fI�Ub�:i�I�°i iii��:ill;l;l�r:i:r:,;:} L_ - --- - RONE / ,,.,,.,,,,,,�, In general, we recommend that all active utilities that would extend beneath the buildings, and are not intended to provide service to the structure, be rerouted around the building footprint. Any abandoned lines should be removed and disposed of properly. All abandoned utilities within the buildings that are not removed represent a rislc to future building performance; if the lines are abandoned in place, they must be fully grouted and capped so that the pipes do not provide a ready conduit for water. Utility excavation and/or subgrade treatment may encounter shallow weathered limestone which can be difficult to excavate. The selected contractor should have experience in construction and excavation within this material. It should be noted that this study did not include evaluating the ease or difficulty of excavation of the subsurface materials at this site. The contractor should use his own experience in the area when forming conclusions regarding appropriate means and methods to accomplish the planned construction. All concrete, trees, stumps, brush, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and disposed of properly. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. All areas to be filled should be disced or bladed until uniform and free from large clods. Soils should be brought to the proper moisture content and compacted as indicated in the Fill Placement Criteria table below. Fill that will be 10 feet or deeper below final grades should be compacted to 97 to 100 percent of its maximum dry density at a moisture content within the range of 0 to 3 percent above optimum (ASTM D698). Table 4: Fill Placement Criteria Item Description P�asticity Compaction Density Moisture Requirement Standard Requirement Requirement 95% to 100% of Oplimum moisture to On-slte soils General grading None ASTM D698 maximum dry 4% above optimum Imported general flll Moisture conditioned on- sile soils General grading Struclural fill LL < 60 ASTM D698 None ASTM D698 95°/a to 100% of maxlmum dry density 92% to 96% of maximum dry moisture Optimum moisiure to 4% above optimum moisture At least 4% above optimum molsture _ .''� ;. -•�� _ . - R�N E / IM1li��111�141. Item Description Plasticity Compaction Requirement Standard Select fill (solls) � Structural fill � 55 PI s 15; LL 5 35 Select fill (crushed Per TxDOT Item 247, rock or concrele) Structural fill Type A or D Grade 1-2, 3or5 Selecl fill (crushed Struclural fill — iill Per TxDOT Item 247, rock or concrete) body cap (over Type A or D Grade 1-2 soil fill body) or 5 Deep ffll General grading Liquid Limit less than 10 feet or deeper 60 Lime treated I pavement support subgrade P1515 Pavement base � Pavemenl Per TxDOT Item 247, Type A, D Grade 1-2 or 5 ASTM D698 ASTM D698 ASTM D698 ASTM D698 ASTM D698 Current TxDOT TEX 113-E requfrements Density Moisture Requirement Requirement 95°/a l0 100% oF Above opt(mum maximum dry moisture 95% to 100% of I Minus 2% to Plus 2% maximum dry of optimum moisture J.��...:1.. 95% to 100% of Minus 2% to Plus 2% maximum dry of optimum moisture density 100% of maximum Minus 2% to Plus 2% dry density of optimum moisture 95% to 100% of Above optimum maximum dry moisiure 95% to 100% of I per TxDOT maximum dry TEX 113-E density 6.3 Select Fill While select fill is not required for this developrnent, we anticipate that select fill may be used for miscellaneous fill during construction. If select fill is used, it should consist of a clean, natural soil meeting the criteria recommended above. The fill should have a moisture content within the specified range, be placed in loose lifts less than 9 inches thick, and compacted as indicated. Lime-treated, on-site soils may also be used as select fill, provided the PI of the treated material meets the specifications for select fill. The quantity of lime needed to achieve the PI requirement for select fill is not known. The actual percentage of lime should be determined once soils have been stockpiled and sampled. Crushed limestone or recycled concrete can also be used as select fill. The crushed limestone or recycled concrete should meet the criteria listed in the Fill Placement Criteria table. The material should have a moisture content within the specified range, be placed in loose lifts less than 9 inches thick, and compacted as indicated in the table. 6.4 Moisture and Density Testing Field moisture and density tests should be made by the geotechnical engineer or his representative. Tests should be taken in each layer of the compacted material below the disturbed surface. If the materials fail to meet the specified moisture and/or density, the course should be reworlced as necessary to obtain the specified criteria. ase 3 RON�In1i��lil�INii Proper moisture content and compaction must be maintained until placement of the overlying lift, or construction of overlying flatwork. Failure to maintain the moisture content and compaction could result in excessive soil movement that can have a detrimental effect on structures supported on or above the fill. The contractor should provide some means to control the moisture content and compaction (such as water hoses, water trucks, etc.). Maintaining subgrade moisture and compaction is always critical, but will require extra effort during warm, windy, and/or sunny conditions. Density and moisture testing is recommended to provide some indication that adequate earthworl< is being performed; however, the quality of the fill is the sole responsibility of the contractor. Satisfactory testing is not a guarantee of the quality of the contractor's earthwork operations. 6.5 Site Grading Site grading operations should be performed in accordance with the recommendations provided in this report. Grading plans and construction operations should strive to achieve positive drainage around all sides of the proposed structures. Inadequate drainage around structures supported on-grade will likely cause excessive vertical movement to occur. 6.6 Utility Backfill If granular material is used for embedment in utility trenches, we recommend placing a clay plug, as a replacement for the granular embedment, at the location where the city line is located, at the location where the utility enters or passes beneath the pavement, and at other connections. The intent is to prevent free moisture from passing through the granular embedment and entering the soil beneath the pavement. On-site clayey soils should be used as backfill. These materials should be placed in maximum 6-inch lifts and properly compacted to between 95 and 100 percent of the maximum dry density, as determined by Standard Moisture Density Relation test (ASTM D698), and at a moisture content of at least two percent (min +2%) above the soil's optimum moisture content. In instances where utility lines are more than 10 feet deep, the backfill below 10 feet should be compacted to 100 percent of the maximum dry density, as determined by Standard Moisture Density Relation test (ASTM D698), and at a moisture content of within two percent (-2 to +2%) of the soil's optimum moisture content. �-�� r--����� i r1;� $ q��E y��' ,�ti � 6�'' �i. - f�i `�� 2$��_ i � `'c���S' :'�a... > � t� s'�.,, _ - � � �' - R�NE J ,,.,,,,,,,,�v,, Compacted clay fill will typically experience settlement on the order of 1 to 2 percent of the fill thickness. This should be considered when designing utility lines beneath pavements, flatworlc or any structure. 6.7 Construction Observations In any geotechnical study, the design recommendations are based on a limited amount of information about the subsurface conditions, In the analysis, the geotechnical engineer must assume the subsurface conditions at the site are similar to the conditions encountered in the borings; however, during construction, anomalies in the subsurface conditions are often revealed. The potential for the presence of varied geologic formations and significantly different support conditions at this site, which could result in changes in our design recommendations, increases the risk of damaging soil movements at this site. Therefore, it is recommended that Rone Engineering Services, Ltd. be retained to observe earthwork and foundation construction, and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are perFormed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non-expansive earth fill pads, and other such subsurface-related recommendations should be considered preliminary. We recommend that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in clear, direct lines of communication among the owner, the owner's design engineers, and the geotechnical engineer. 7 STUDY CLOSURE The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of the field exploration and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that . -_ ' ��'�':�$'� RQNE / ,,.,,�,,,,,��,: is, the subsurFace conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these changed conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads, or finished grades are changed, we urge that we be promptly informed and retained to review our study to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that Rone Engineering Services, Ltd. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, backfill, and/or the construction of foundations as recommended in the report, and such other field observations as might be necessary. This study has been completed for the exclusive use of the client and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No warranty, expressed or implied, is made or intended. 8 COPYRIGHT 2020 RONE ENGINEERING SERVICES, LTD. This document, including all text and graphics, are copyrighted materials that are the property of Rone Engineering Services, Ltd. except as otherwise noted. This document may not be used, in whole or in part, without the express written permission of Rone Engineering Services, Ltd. Project No. 20-24502 �3' � 1 � � � l ��. �. � ` RONE E N G I N E E R I N G PLATE A.3 BORING LOCATION DIAGRAM LIBERTY TRAILS - PHASE 3 NORTH SIDE SH 114 AND JOHN DAY ROAD DENTON COUNTY,TEXAS B315 I� DRAWN BY: REVISED BY: REVISED BY: APPROVED BY: �`' � 20-24502 2024502.DWG CM DATE: fi•27-2020 DATE: DATE: RS DATE: 8-27-2020 Log Projecl No. B-301 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E Block 1oA/ �ot 6o Denton County, Texas Latitude Water Level Observatlons (feet) Date E N G I N E E R I N G 33.04718° N While Drilling Not Observed 8-7-20 Longitude At Boring Completion Not Observed o � 97.38034° W End of Day Not Measured � � n o rn ;� .c °' n. � c a ;: Y o d"' o 'm -o 0 $ o F = >° � °' Z �E �' 3 °'� a E a�° Stratum Description � z o �_ �� Q-' ;� � �� 01 vi E � °1 u°1i F- c m u�i > y °1 = � E � N W �.o a vw m� �0 3 Z' co Approximate Surface Elevation = 778.0 feet � O v> a� a<n LL-PL-PI � cn o � c..� LEAN CLAY (CL) - brown, wilh ferrous nodules 4.00 70 38-17-21 6 4.5+ 8 775.0 WEATHERED LIMESTONE - tan 501%' 8 S 14/6" 9 1616" 5 5015" 6 i 5o�2ivz � 501Y<" 1 � 50/1" g' �5 �763.0 501%z' � Boring Terminaled at Approximately 15 Feet '� Proposed Elevation = 781.7 Feet � Approximate Grading = 3.7 Feet Fill � rn � 0 a� C .� N N � O � N � Q N D .� > N N O C 8 a 0 � a � r N rn 0 rn c Malerial hounder{es are a roximale; �n silu Iransitions ma be radunl. 0 � Driller: Plat@ A.4 � Drflling Method: Continuous Flight Augers Log ProJect No. B-302 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road ' Block 10A/ Lot 11 Denton County, Texas R O N E Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04654° N While Drilling Not Observed 8-7-20 Longilude At Boring Complelion Not Observed 97.38054° W y ' °' �- End of Da Not Measured o � � a N N t' CV � �' � � a � � c :: ,o .��- o � .a o � o �- a, � o � E V d v, O � >•— U Z w._ a E a� Stratum Description � z ~ ° O1 c= Q J ? ' � `~ a c � Ul �` > Gl v � GI 'O N� N � O ° N� W �.�'o a a�i af0i �.°�_' �� 3 Z' c o Approximate Surface Elevation = 774.0 feet � O cn a a a u� LL-PL-PI � N o � c� LEAN CLAY (CL) - brown, with ferrous nodules and 4.5+ 10 calcareous nodules 8"8'6 84 38-17-21 10 i N=14 � 7'9'� 13 �:; N=16 5 9-19'15 73 35-14-21 13 N=34 11-31-50/5" 14 766.0 WEATHERED LIMESTONE - tan i 5o�r�� 50/Y4' 1 760.0 o LIMESTONE - gray 50/'/=' m 15 �759.0 50/%;' � Boring Terminated at Approxlmately 15 Feet •e Proposed Elevation = 774.6 Feet � Approximate Grading = 0.6 Feet FIII 0 rn � 0 `m C .� E d t E � � m w m � a .� > d � p � � .o 0 c v � � y rn 0 rn c Malerial bounderies are a roximele• In sllu Iransilions ma be rndual. 0 N Drfller: PIatE A.�'J � Drilling Method: Continuous Flight Augers Loc� Projecl No. B-303 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road ' Block 10AI Lot 61 Denton County, Texas R O N E Lalitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04681° N While Drilling Not Observed 5-7-20 Longilude At Boring Completion Not Observed � � 97.38003° W End of Day Not Measured � a n o y = a � N Y N y�y C � C � a� c o, y� o ,o •- o °1 v,o � j� C � O U N..t Z � E U �j N N a E a ro Stratum Description ` Z o °,c �� Q J � � � � a T � N N'O �UI � N � O � N N W � a n~. w aftli m� �0 3 Z` c o Approximate Surface Elevation = 781.0 feet � O <n a� a v� LL-PL-PI � v> ❑ � c� CLAYEY SAND (SC) - dark brown, trace of marl 4.5+ 9 ; .1;: . 15-20-14 42 41-18-23 4 .� �`� 779.0 N=34 LEAN CLAY (CL) - light brown, with calcareous nodules and ferrous nodules 12-10-10 N=20 11 5 12-22-22 80 32-14-18 10 N=44 14-22-22 13 N=44 772.0 WEATHERED LIMESTONE - tan 50/6" 13 1 0 50/'/d' m 15 � 766.0 50/Ya" Boring Terminaled at Approximately 15 Feet � Proposed Elevation = 782.3 Feet � Approximafe Grading = 1.3 Feet Fill � rn � 0 `m C .� E d t E 0 v m � a a v .� > v d v_ ,N � a 0 c v � L N OI O m C `o Mntedal boundodes e�e a roximale• In sllu, Irensilions ma he radual. N Driller: Plat@ A.6 � Drilling Method: Conlinuous Flight Augers Log Project No. B-304 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road � Block 10A/ Lot 64 Denton County, Texas R O N E Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04716° N While Drilling Not Observed 8-6-20 Longitude At Boring Completion Not Observed o � 97.37947° W End of Day Not Measured o � s o, y � N � N C m � $ a� �o V d� ° �E V � wa � E z w._ y _ c w w E v ° Stratum Description � z o �� c� a J `„� ° � c o, � �, a � v d a� v'w > !� d � c°� E ❑ N@ � @� a~. a�ia`°i row o 3 Z` co N W Approxlmate Surface Elevation = 778.0 feet � O cn a� a in LL•PL-PI � cn o � c� LEAN CLAY (CL) - light brown, wilh ferrous nodules and calcareous nodules 4.5+ 92 36-15-21 12 24-33-26 � 2 N=59 8-24-30 96 39-17-22 20 5 '�'� N=54 771.0 50/5" 14 WEATHERED LIMESTONE - tan i so�av� � „ 50/Y=' 1 e 50/1" m � 763.0 50/%2' 15 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 781.4 Feet � Approximate Grading = 3.4 Feet Fill 0 rn � ra � d c .� E v L � O V N t0 `ro � � v .� > � a� v c cg � 0 c v � t N Of O O1 c Mulerlal 6oundaries ore a roxlmele• In sllu Iransfllons ma be reduel, N Drlller: Plat@ A.% � Drllling Method: Contlnuous Fllght Augers Log Project No. B-305 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 10A( Lot 10 Denton County, Texas Lotitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04584° N While Drilling Not observed 8-7-2U �ongitude At Boring Comp�etion Not Observed o u 97.38061° W End of Da Not Measured °' � Y oo � v r a �. N '- C m C � C n. '�'' N O .n '�uS- O N � O �..-' �� >° c� m" z wE V � ma �° o v m t- E o� � o �-� � o = � aNi a E a� Stratum Description � z o ,°� c�� ¢ � � � a Q, T Gl G1 N'O N� � Ol U E o �� °�' � a a a�i a1°i m a' 0 3 Z` c o N W Approximate Surface Elevation = 770.0 feet � O v� a� a v� LL-PL-PI � v� o � c� FAT CLAY (CH) - dark brown, with ferrous nodules and calcareous nodules 4.5+ 86 58-25-33 13 �sa.o LEAN CLAY (CL) - light brown, wilh ferrous nodules and calcareous nodules 4,5+ 10 10-11-19 g3 36-15-21 10 5 N=30 763.0 22-50/2.5" 11 WEATHERED LIMESTONE - tan i 5o�2v: � so�� YZ' 1 � 501Y<" `' 15 � 755.0 50/'/;' Boring Terminated at Approximately 15 Feet � Proposed Elevation = 772.2 Feet � Approximate Grading = 2.2 Feet Ffll 0 rn � � � c .� E � d � E � � �° a N :t a .� > � N V .N 8 � 0 � a � t � S' rn c Maloriel boundories are a roximale• In silu Uaosillons ma he raduol. N Driller: Plat@ A.8 � Drilling Melhod: Conlinuous Flight Augers �og ProJecl No. B-306 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road � Block 10A1 Lot 14 Denton County, Texas RO N E Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04610° N Whfle Drilling Not Observed 8•7-20 Longitude At Boring Compleiion Not Observed o � 97.38013° W End of Da Not Measured " °' � Y o y = a N � N � C m C C f; "� O �G1 �p O $ �; � �o � �,� Z �E � 3 v�, ,°c �" o v� F- Eo� me �� °' < = �m ��� w Stratum Description � z o � � �� Q Y� � � a a >, a '° y w w v '�n v y � o o N� � � a a a�i a�"i m� �0 3 Z` c o N W Approximate Surface Elevation = 775.0 feet � O tn a� a tn LL-PL-PI � <n G � c) CLAYEY SAND (SC) - dark brown, trace of marl 4.5+ 6 17-17-25 g ,'� �: N=42 :; 21-14-10 q6 27-14-13 6 ;. ;; N=24 5 6-48-24 13 ��;? N=72 ;� . '� ;> 13-37-30 16 767.5 N=67 WEATHERED LIMESTONE - tan � 50/3'/z' 5012'/+" 10 t 50/3" m � 5 � 760.0 50/2" � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 773.4 Feet � Approximate Grading = 1.6 Feet Cut � rn � 0 `m c .� E � � E 0 v d � n w :t v .� > m d a c � a 0 c v � L N � 0I c Maletlal 6oundaries are a roxlmete• In silu lronsitfons ma be radual. N Driller: PIatG A.9 � Drllling Method: Continuous Flight Augers Log Projecl No. B-307 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road RO N E Block 10AI Lot 55 Denton County, Texas Lalitude Water Level Observations (feet) . Date E N G I N E E R I N G 33.04640° N While Drilling Not Observed 8-7-20 Lon9itude At Boring Complelion Not Observed e � 97.37963° W End of Day Not Measured a � ,°' a 0 0� w r � ,��, N � � O �N 9 O � o F-T � �« v �'� Z �•E V � c vi a o � m F- p a� rn� �-� :! o - r,_, �? � E a � Stratum Description �� o �� N� Q N_ � � .� Q � N y W �a a a�ia1°, m� �0 3 Z` co Approximate Surface Elevation = 778.0 feet � O u� a� a cn LL-PL-PI � rn o � t� LEAN CLAY (CL) - light brown to dark brown, trace of ferrous nodules and calcareous nodules 2,00 90 37-14-23 14 4.5+ 8 5 4.5+ 96 40-16-24 21 772.0 WEATHERED LIMESToNE- tan 10-50/3.5" 20 � 50/1'/z' 50/1'/i' 1 0 50l'/z' v � 5 � 763.0 501Y," Boring Terminated at Approximately 15 Feet � Proposed Elevation = 780.7 Feet � Approximate Grading = 2.7 Feet Fill 0 rn ra 0 `m c .� E v L E 0 v � @ a � v .� > d d a c $ � 0 c v � L N Ol O m � Mnleriel 6oundorles are a roximale• In silu Iranslllons ma he radual. 0 � Dr11er: Plate A.10 � Drilling Method: Continuous Flight Augers Log Project No. B-308 20-24502 Liberty Trails Phases 2, 3 and 4 8oring Localion North Side SH 114 and John Day Road R O N E Block 16/ Lot 19 Denton County, Texas Lotitude Water Level Observations (feet) Date E N G I N E E R 1 N G 33.04671° N While DrilUng Not Observed 8-6-20 Longitude At Boring Completlon Not Observed 97.37910° W End of Day Not Measured L °' 7b 0 0� ;; .L °' � y � N � � C � L � T $' vo °' �'� ° �E V � dN 'o F. � >;,., c� E z m.— � � y a E a� Stratum Description � z o � c c� Q J �`�, � "c c a > a� = c°, E Q � E � N d N'O �N N �m W �a a o�im m°1 0 3 Z` eo ��� Approximate Surface Elevation = 777.0 feet � O u� a� a tn LL-PL-PI � tn G � c� LEAN CLAY (CL) - light brown, with ferrous nodules and calcareous nodules 4.5+ 85 28-14-14 11 4.25 12 5 4.5+ 9 18-23-40 g1 39-17-22 16 N=63 769.0 WEATHERED LIMESTONE - tan i savz� 50IY," 10 � 5011" � � 762.0 5011" m 15 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 780.6 Feet � Approximate Grading = 3.6 Feet Fill 0 rn m ra � `m c .� E v t E 0 v a� m `m d N :t 'O .� > N N � Co U � O ' C V 7 L N O1 O 01 c Material bounderies ere e roximale• In sllu Uansilfons ma 6e radual. 0 N Driller: Plat@ A.� � � Drilling Method: Continuous Flight Augers Log ProJecl No. B-309 20-24502 Liberty Trails Phases 2, 3 and 4 , Boring Localion North Side SH 114 and John Day Road R O N E Block 17/ Lot 19 Denton County, Texas �atitude Water Level Observations (feet) oate E N G I N E E R I N G 33.04704° N While Drilling Not Observed 8-6-20 Longitude At Boring Completion Not Observed o � 97.37855° W End o( Day Not Measured � °' � O m r t a a. N �' C � C O. �.' C a a�+ N � �� O N � O $ c� c >•° U E" z v.E � � w'a .a o v m I— p"� m, � � � � c w a E a'� Stratum Description L Z o � c c< Q � = c c°-' ar +� � o a � �� W R.n a a�i a1°i c�o � �0 3 Z` c o Approximate Surface Elevation = 778.0 feet � O v� a� a cn LL-PL-PI � v> o � t� FAT CLAY (CH) - light brown to dark brown, with calcareous nodules 4.5+ 95 73-30-43 22 776.0 LEAN CLAY (CL) - light brown, with ferrous nodules 13-15-13 and calcareous nodules N_28 6 6-8-10 gg 43-16-27 15 5 N=18 19-20-15 16 N=35 769.0 25-17-31 17 N=48 WEATHERED LIMESTONE - tan 1 � 5013" 0 `' 15 763.0 50/1" Boring Terminated at Approximately 15 Feet � Proposed Elevation = 778.7 Feet � Approximate Grading = 0.7 Feet Fill 0 rn � ra 0 `m c .� E � � E � m � n � :t v .� > m `m v c � N .0 O C V 7 L Np7 O T c Malerial boundaries are a roximete• in silu, Iranslllans ma be radual. 0 N Driller: Plat@ A.�2 � Drilling Method: Cantinuous Flight Augers Log Project No. B-310 20-24502 Liberty Trails Phases 2, 3 and 4 BoringLocation North Side SH 114 and John Day Road RO N E Block 10A1 Lot 7 Denton County, Texas Latitude Water Level 06servatlons (feet) Date E N G I N E E R I N G 33.04531° N While Drilling Not Observed 8-7-20 �ongitude At Boring Complelion Not Observed � �, 97.38031° W End of Day Not Measured o � a a o rn ,a.3 .c � N �' Vl C m C a� � a �'' n o .p�"' � �m. -a °— '� O F.T' C � O V E Y Z � J y y�,� C N w E� ° Stratum Description � Z � � ��� a ;_ � �� m� E > d°1 ° a'v 'in> N m � c°�E ❑ � °1 � a n~. a=i af0i c�o v �0 3 Z' e o N W Approximate Surface Eievation = 770.0 feet � O v� a a a u> LL-PL-PI � �n o � V FAT CLAY (CH) - brown to darlc brown, with calcareous nodules 4,5+ 15 4.5+ 86 61-25-36 14 765.5 4.5+ 13 5 LEAN CLAY (CL) - Iight brown, wilh ferrous nodules 24-25-30 and calcareous nodules N=55 76 27-13-14 7 764.0 WEATHERED LIMESTONE - tan 28-5016" 14 i 5o��z� so�r.� i 756.0 o LIMESTONE - gray 50/1" m � 5 � 755.0 501%:" � Boring Terminated at Approximately 15 Feet �� Proposed Elevation = 771.4 Feet � Approximate Grading = 1.4 Feet Fill 0 rn � 0 a`> c .� E w m � E 0 � m m � a v .@ > � `N � Cp U .�O O C 'O � L N m O m c Maleriai bounderles are e roximele• In sllu lransllians ma be raduel. 0 N Driller: PIatE A.� 3 � Drilling Melhod: Continuous Flight Augers Log Projecl No. B-311 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 10A/ Lot 18 Denton County, Texas Latitude Water Level �bservations (feet) Date E N G I N E E R I N G 33.04567° N While Drilling Not Observed 8-7-20 Longitude At Boring Complelion Not Observed � �, 9%•37972° W End of Day Not Measured a � °' a o rn m ,_ � uj � N � Vl C m C � d y- "' O W � O O1 � � a ,� o ,� '_ o� � >° t� E`� z v� � �a� � a� o Stratum Description � Z � � c O1� � J ` _ ' `'_ E �' a � � �` y �, a j ` d o m a'N w N — � o°. :� � N� W �� n~. w af0i m.° �0 3 Z` c o Approximate Surface Elevation = 775.0 feet � O cn a a a<n LL-PL-PI � �n o � c.� SANDY LEAN CLAY (CL) - light brown, with ferrous 4.5+ 12 nodules and calcareous nodules �4_$_8 N=16 53 34-16-18 6 12-8-8 g N=16 5 • 13-13-16 1� ` N=29 769.0 WEATHERED LIMESTONE - tan i 5o��z� 50/%;' 1 c 50/Y:' v i �so.o 5or�„ �� 5 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 772.2 Feet � Approximate Grading = 2.8 Feet Cut 0 rn t O N C .� E m L E 0 v w � a N 'O .� > N N � �N U � O C V 7 L N m O m c Melerial 6oundaries are a roximale• In sllu Iranslllons ma ba radunl. 0 N Driller: Plat@ A.� 4 F Drilling Method: Continuous Fllght Augers Log Project No. B-312 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 10A/ Lot 51 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04597° N While Drilling Not Observed 8-7-20 �ongitude At Boring Completion Not Observed o � 97.37924° W End of Day Not Measured � a � o rn ;: .c °' a � c p_ .: � p ,a �"N-' o �d v o �-' o� � >° c) E z yE � �i wv, .Q O J 16 � p Cl �� �"J � ' a C � � a T a� S t r a t u m D e s c r i p t i o n ` Z o y c �� Q y _ c Q v > �v v'v 'w> N w UE � �� W � a a a�i a1°i m.v �0 3 Z` c o Approximate Surface Elevation = 776.0 feet � O �n a� a<n LL-PL-PI � v� ❑ � c� LEAN CLAY (CL) - brown to dark brown, with calcareous nodules 3.50 16 4.5+ 95 44-16-28 17 12-15-15 � � 5 N=30 20-27-30 13 N=57 768.0 WEATHERED LIMESTONE - tan i 50�2„ 50/1'/;' 10 a 501Y;' m � 5 � 761.0 50/Yi' Boring Terminated al Approximately 15 Feet � Proposed Elevalion = 778.0 Feet � Approximate Grading = 2.0 Feet Fill 0 rn t � `m c .� E w N � E 0 w w m m a�'i � v .� > m v N U a 0 c a � t N OI O 61 � Malerial hoimdades are a roximale• in silu, Iranslllons ma be radual. 0 � Drlller: Plat@ A.� �J � Drilling Method: Continuous Flight Augers Log Projecl No. B-313 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road ' Block 161 Lot 17 Denton County, Texas RO N E lalltude Water Level Observations (feet) Date E N G I N E E R I N G 33.04629° N While Drilling Not Observed 8-6-20 Lon9itude At Boring Complelion Not Observed a a � 97.37870° W End of Day Not Measured o � „ a a m d s �. N � C ID C G. � C G. +'' N O ,p �'�— O ? �p O � o� � >° U E" z w� � ' c u�i � E�° Stratum Description � z o � c c� a-' 3 � c c Q, o�� d �a a a�iaftli mv o 3 Z' co N W Approximate Surface Elevation = 772.0 feet �'S O v� a� a rn LL-PL-PI � u� o � t� FAT CLAY (CH) - dark brown, with calcareous nodules 4.5+ 90 71-28-03 20 17-14-11 g N=25 768.0 LEAN CLAY (CL) - Iight brown, wiih ferrous nodules g_12-16 5 and calcareous nodules N-2a 97 41-16-25 15 765.0 1-5013.5" � 5 WEATHERED LIMESTONE - tan i soriz� 501Y:' 1 0 50/'/+" �' 15 � 757.0 501Y.° � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 777.8 Feet � Approximate Grading = 5.8 Feet Fill 0 rn m � 0 d C .� N L E 0 v a� � a � :c v .� > d d v_ �N U .O O C V 7 L W � m •c Maledal6oundaries are a roxfmatn• (n silu, Iransillons ma 6e radual. � Driller: PI1te A.� 6 � Drilling Method: Conlinuous Flight Augers Log Project No. B-314 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 17/ Lot 16 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04663° N While Drilling Not Observed 8-6-20 �ongitude At Boring Completion Not Observed o � 97.37812° W End of Day Not Measured o � Y � a N �- N � C � C n. � � a •'N o �� c v .�o � p � C �� U �� Z d J y � L N a�, a� Stratum Description -� Z � ° c c= a � � c°-' 0 yy ° �`o 'a°' N > °°' � N ro W �.n a a�i a1°i m.°�_' 0 3 Z' c o � Approximate Surface Elevatlon = 775.0 feet � O �n a� a v� LL-PL•PI � cn o � t� ,' SANDY LEAN CLAY (CL) - light brown, with ferrous nodules and calcareous nodules 16 60 20-13-7 10 771.0 LEAN CLAY (CL) - light brown, wlth ferrous nodules � 7 5 and calcareous nodules 12-20-26 78 40-17-23 14 N=46 14-22-38 13 767.0 N=60 WEATHERED LIMESTONE - tan 50/3" 13 1 � 50/Y," �' 15 � �60.0 50/'/a" Boring Terminated at Approximately 15 Feet � Proposed Elevation = 776.7 Feet � Approximate Grading = 1.7 Feet Fill 0 rn d � 0 `m c .� E � t E w w m m m N V .@ > N N a c � n 0 c v � L N m O OI c Malerial boundaries are a roximala• In sllu Iranslllons ma be radual. 0 N Driller: PI1t@ A.� % � Drflling Method: Conlinuous Flight Augers Log Projecl No. B-315 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road R O N E Block 17/ Lot 17 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04723° N While Drilling Not Observed 8-6-20 Longitude At Borfng Completion Not Observed � � 97.37782° W End of Day Not Measured � °.: � �.. N m .�. � Q y C , C � o T c ;o U �� Z �E U � m'v y�� °- Stratum Description � Z � � c O1� � J ` � c'� � � T a� `� ° m'v .�y a N _ � o°' o � m °1 �.n a v a1O, m v �0 3 Z` c o � W Approximate Surface Elevation = 775.0 feet � O cn a� a tn LL-PL-PI � rn o � c� LEAN CLAY (CL) - dark brown to light brown, with ferrous nodules and calcareous nodules 4 5+ 22 4,25 81 47-18-29 13 5 4.5+ 13 768.0 9-15-19 75 34-14-20 11 N=34 WEATHERED LIMESTONE - tan 9-19-29 12 N=48 1 a 55010? 1 `' 15 � �60.0 � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 778.4 Feet � Approximate Grading = 3.4 Feet Fill 0 rn w w 0 a`> c .� E m L E 0 v d m a a � a .� > � `m v c cg n 0 C 'O 7 L N OI O Q1 �c Meledal boundedes are a roximale• In sllu Iransitions ma be radual. 0 N Driller: Plate A.� $ � Drllling Method: Continuous Flight Augers Log Projecl No. B-316 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road R O N E B l o c k 1 0/ Lot 39 Denton County, Texas Lalitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04452° N While Drilling Not Observed 8-4-20 Longitude At Boring Completion Not Observed o � 97,38055° W End of Day Not Measured � _ °' a o rn ;; t y �- N � N C .m C � a � a� o o- d� ° '° E U � w' n .°o �' o v�u tV- E oi rn o �� °_' o = � a�i w E� � Stratum Description `z a �� �� a �� _ � Q a T a � �v w�o 'ai � a� c°�E o N m 01 "�� a a�iw m� 0 3 Z` co � W Approximate Surface Elevation = 761.0 feet � O v� a� a cn L�-PL-PI � rn o � t� CLAYEY SAND (SC) - dark 6rown, with calcareous nodules and limestone pieces 4.5+ 45 39-18-21 9 759.0 WEATHERED LIMESTONE - tan 9-10-17 N=27 11 50/1" 4 5 i 5orr,° a 5o�v." 1 750.0 LIMESTONE - gray r 50/%=" m � 746.0 50/y;' 11 � 15 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 763.1 Feet � Approximate Grading = 2.1 Feet Fill 0 rn t O N C .� � N L E 0 v w m m a�'i t v .� > � a� v c � .n 0 c v � L N � OI c Material boundaries are a roximate• in sllu Iransilions ma be rndual. '� Driller: Plat@ A.� 9 � Drilling Method: Continuous Flight Augers Log Project No. B-3'� 7 20-24502 Liberty Trails Phases 2, 3 and 4 BoringLocalion North Side SH 114 and John Day Road RO N E Block 15/ Lot 13 Denton County, Texas Lalitude Water Level ObseNatlons (feet) Date E N G I N E E R I N G 33.04490° N While Drilling Not Observed 8-4-20 Longitude At Boring Complelion Not Observed e � 97.37991° W End of Day Not Measured o c Y^ a w t � N � C � C W� � o� c >° V E� Z �.E V 3 c N a o �1° � �c c= QJ � ` � ca� a E a�;� Stratum Description ` z o �,� �, � �= a > d � c°i E a � m °' �.�o a w a1°i b°1 '0 3 Z' � o � W Approximate Surface Elevation = 770.0 feet � O �n a� a rn LL-PL-PI � �n o � U LEAN CLAY (CL) - dark brown to Iight brown, with 4 5+ g ferrous nodules and calcareous nodules 4.5+ 8 30-35-27 67 29-13-16 7 N=62 766.0 WEATHERED LIMESTONE - tan 5013.5" 5 5 � 50/2.5" 5 50/2" 1 759.0 LIMESTONE - gray 0 50/YZ' m 15 � 755.0 50/%;' 5 Borfng Terminated at Approximately 15 Feet � Proposed Elevation = 769.8 Feet � Approximale Grading = 0.2 Feet Cut °m o, � 0 � c .� E d m � E � d m m �i a ,� > � d v_ .N t� n 0 c v � t w � rn c Malerial houndaries are a roxtmole• In sllu Iransillons ma be rodual. 0 y o�i��er: Plate A.20 � Drilling Method: Continuous Flight Augers Log Project No. B-3'i $ 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E Block 1oA/ Lot 22 Denton County, Texas Lalilude Water Level Observations (feet) Oale E N G I N E E R I N G 33.04522° N While Drilling Not Observed 8-5-20 �ongitude At Boring Complelion Not Observed o � 97.37933° W End of Day Not Measured � a � o �, r Q w m � c�v w.� � o� c a� � o a �y o ,o•- o m � o � o T c >._ U Z aE V �S da .o ~ o J o ` E � �e a� � o � � o�i a e a�;� Stratum Description � z o �,_ � � �- a > �, � � e ��� W ro� o~. ma10i b� '0 3 Z' co Approximate Surface Elevation = 772.0 feet � O v� a� a u> LL-PL-PI � �n o � c) FAT CLAY (CH) - dark brown, with calcareous nodules 4.5+ 79 55-22-33 12 770.0 LEAN CLAY (CL) - dark brown to light brown, with 14-20-23 ferrous nodules and calcareous nodules N=43 � 5 20-34-26 �Z 2g-13-15 7 N=60 766.0 WEATHERED LIMESTONE - tan 16-25-26 16 N=51 32-34-50/6" 15 1 � 5011" d � 5 � 757.0 50/'/i' 7 � Boring Terminated at Approxlmately 15 Feet � Proposed Elevation = 771.2 Feet � Approximate Grading = 0.8 Feet Cut 0 rn � 0 m c .� E v s E 0 w m � a N :t 'O .� > N N V Co U .�O O C � 7 L N �1 O m c Malerial houndaries are a roximale In sllu, Iransilions ma be radual. 0 N Driller: Plate A.2� � Drilling Method: Continuous Flight Augers Log Projecl No. B-319 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road � O� C � Block 10A/ Lot 47 Denton County, Texas G Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04554° N While Drilling Not Observed 5-5-20 Longitude At Boring Completion Not Observed e � 97•37879° W End of Day Not Measured � °' N o y L a y N Yy� N y�v c � c $ � a � j � V d..t Z '� ,� U � w'in H •� E d _ c N a E a� Stratum Description ` z o � c c� Q J � � c � a � N� W �.Nn a a�i af0i ro v a 3 Z` e o � Approximate Surtace Elevation = 775.0 feet � O vi a� a cn LL-PL-PI � v� o � t> CLAYEY SAND (SC) - dark brown, trace of marl 4.25 48 38-19-19 14 � 773.0 LEAN CLAY (CL) - light brown, with ferrous nodules and calcareous nodules 4.50 14 4.5+ 13 5 8-12-14 87 39-15-24 15 N=26 768.0 WEATHERED LIMESTONE - tan 15-35-25 N=60 � 2 S 50/4" � 50/2" 1 0 50l1 Yi' 7 d 15 �760.0 50/1" @ Boring Terminated at Approximately 15 Feet � Proposed Elevation = 774.7 Feet � Approximate Grading = 0.3 Feet Cul 0 rn � 0 d c .� E d � E 0 v m � a � :c v .� > d � ,v_ c $ n 0 c v � .c° � rn 0 rn . c M�lerial boundaries are a roximate• In silu lransilions ma be radual. 0 N Driller: Plat@ A.22 F Drilling Method: Continuous Flight Augers Log Project No. B-320 20-24502 Liberty Trails Phases 2, 3 and 4 Borinc� Localion North Side SH 114 and John Day Road ' Block 16! �ot 2s Denton County, Texas RO N E Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04582° N While Drilling Not Observed 8-6-20 Longitude At Boring Compleiion Not Observed o � 97.37828° V11 End of Day Not Measured o � °' a o rn a, L y � N y N C � C C. �.' C a ad+ � p ,p '�"' O � 'O G '� O � C ��.r V ��' Z d J y � C N d O J N ` Ol Q� o Y+ � o N a T a ry Stratum Description `� O � C C� Q w � C C a N > a�.+ 1�11 I-' C IV INl1 � N N = U� � N m °1 �a a mm m�' 0 3 Z` co � W Approximate Surface Elevation = 770.0 feet � O cn a� a cn LL-PL-PI � v� ❑ � c� SANDY LEAN CLAY (CL) - dark brown, with calcareous nodules 4,5+ 11 4.5+ 5 766.0 LEAN CLAY (CL) - light brown, with ferrous nodules 10-13-18 5 and ca►careous nodules N=g� � � 15-12-14 g5 33-14-19 15 N=26 24-28-5012.5" 13 ;; �� 1 759.0 WEATHERED LIMESTONE - tan r 5011'/i' �' 15 � 755.0 50/1" � Boring Terminated at Approximately 15 Feet LProposed Elevation = 772.6 Feet � Approximate Grading = 2.6 Feet Fill 0 rn t 0 � c .� E m � E , � � � a N :C 'O .� > N N O Cp U � O C V 7 L NQ� O OI •c Maledal boundedes are e roximele; In s�lu Iransitions ma he radual. 0 N Driller: Plat@ A.23 � Drllling Melhod: Continuous Flight Augers Log Project No. B-321 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E � Block 17/ Lot 12 Denton County, Texas Latilude Water Level Observations (feet) oate E N G I N E E R I N G 33.04615° N While Drilling Not Observed 8-4-20 �ongitude At Boring Compleiion Not Observed e � 97.37774° W End of Day Not Measured = �' N m N � N a`�i a; Q1 a a$ �c a :'N o ,E°�- o a, .00 $ e F c y° t� E" z °' E V 3 c ui a E a� Stratum Description ` z o � C C� Q J � � c � a > d � c°� E Q � E � v v w v'a in m W �� a. o�i a16i m 01 0 3 2` c o � Approximate Surface Elevation = 771.0 feet � O �n a� a cn LL-PL-PI � v� o � C� FAT CLAY (CH) - dark brown, with calcareous nodules and ferrous nodules 4.5+ 90 66-27-39 22 ' 4.5+ 14 12-18-26 g0 64-27-37 21 5 N=44 765.0 WEATHERED LIMESTONE - tan 15-20-25 N=45 14 14-5012.5" 11 1 � 50!'/�' `' 15 � 756.0 50/Y," Boring Terminated at Approximately 15 Feet � Proposed Elevation = 772.5 Feet � Approximate Grading = 1.5 Feet Fill 0 rn � 0 `m c .� E � m � E � m m `m � � v .� > � d � c c4 a 0 c a � L N m D m c Malerial houndaries are a roximale; in sllu Iransilions ma be raduel. 0 N Driller: Plat@ A.24 � Drilling Method: Continuous Flight Augers �og Project No. B-322 20-24502 Liberty Trails Phases 2, 3 and 4 BoringLocation North Side SH 114 and John Day Road ' � Block 10/ Lot 36 Denton County, Texas RO N E Lalitude Water Level Observatfons (feet) oate E N G I N E E R I N G 33.04412° N While Drilling Not Observed 8-4-20 �ongitude At Boring Completion Not Observed e � 97.38�18° W End of Day Not Measured o � = Q y � N � C m C �. S-' N� d "� O 'fl � U '� N�V1 � o� � >° t� E"'' z �� � 3 .O O d N H � 01 p7 0 �'+ -� L C N r E � Stratum Description J� �- �. C C° Q w ° G C� a � a � — Y N � N 9 N i !� N f.1 E o�� d m.n a a�iw rov o 3 Z' co � W Approximate Surface Elevation = 760.0 feet � O cn a� a v� LL-PL-PI � rn o � t� SANDY LEAN CLAY (CL) - dark brown, with ferrous nodules and calcareous nodules 4 5+ �g 758.0 WEATHERED LIMESTONE - tan 50/1" 9 � 50/3Ya" 46 26-13-13 3 50/1 Y�' 5 i so�v;� s 50/'/,,' 1 749.0 LIMESTONE - gray � 50/1 " m � 745.0 50!%Z' 8 � 15 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 762.4 Feet � Approximate Grading = 2.4 Feet FIII 0 rn $ 0 � c .� E � L E 0 v N � O. N a .� > d `m ,v_ c 3 n 0 c v � L N � O OI c Malerial boundaries nre e roximale• In sllu Iransllions ma ba radual. � Df111ef: Plate A.25 � Drilling Melhod: Continuous Flight Augers Log Project No. B-323 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road R O N E Block 151 Lot 16 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04450° N While Drilling Not Observed 8-4-20 �ongitude At Boring Completion Not Observed o � 97.37954° W End of Day Not Measured o � a a O Ql d L � y � N y N C m C a� c a °�•'v p .n= � �v a� � o �, � >•g U °' '" z � E U 2� d a .c ~ o v m I- E oi p� o � � ;.' = � a�i a E Q•;� Stratum Description � Z o � � �� a Y� _� Q v N E � v d m a '�n > � d � c�i E � m W �a a a�iw rov �0 3 �' co � Approximate Surface Elevation = 767.0 feet � O �n a a n. tn LL•PL-PI � v� o � t� �',� SANDY LEAN CLAY (CL) - dark brown, with ferrous 4.5+ 55 25-14-11 7 766.0 nodules and calcareous nodules 21-14-28 WEATHERED LIMESTONE - tan N-42 11 14-50/3" 7 � 50/%i' 8 50/Y<" 5 � 50/1'/�' 8 50/2" 1 755.0 LIMESTONE - gray � 50/Y�' m � 752.0 50/Ya" 10 �� 5 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 769.6 Feet � Approximate Grading = 2,6 Feet Fill 0 rn � 0 `m c .� E d L E 0 v m � n N a .� > N N � Co U .O O C V � L N OI O m c Malennl houndaries nre o roximnln' in silu, Iransillons ma bo radual. 0 N Driller: Plat@ A.26 F Drilling Method: Continuous Flighi Augers Log Projecl No. B-324 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E Block 1oA1 Lot 2s Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04482° N While Drilling Not Observed 8-5-20 Longilude At Boring Completion Not Observed a � 97.37896° VII End of Day Not Measured o � °' a o rn :; .� Ul N d w- N v+N' O 'N O �' � ?� C >� V v a� Z '� ,� Ci � 61 (A 'G ~ � J N ` O O� p�\ Y+ J � o � �"' m a� a� Stratum Description � z o w c c� Q � _ _ � a uTi E w w m v'in °1 v� � o � � W ' � a a w af0i c�o � �0 3 2` c o Approximate Surface Elevation = 770.0 feet S O cn a a a �n LL-PL-PI � v� o � t� SANDY LEAN CLAY (CL) - dark brown, wilh ferrous nodules and calcareous nodules 4.5+ 60 49-21-28 12 :�� 7-8-8 g N=16 g ��%' 9-1A-33 10 N=47 ,,; ; ��� N3�68 56 41-15-26 7 762.0 WEATHERED LIMESTONE - tan 50/6" 13 1 � 50/1" � � 5 � 755.0 50/Y�' 6 � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 770.2 Feet � Approximate Grading = 0.2 Feet Fill 0 rn r 0 m � .� E � � « E � d m m m � v .m > m `w v c t4 a 0 c � � L Np� O OI c Malerial boundaries are a roximale; In sllu lransitlons ma be radual. 0 N Driller: Plat@ A.27 � Drilling Method: Cantinuous Fllght Augers Log Project No. B-325 20-24502 Liberty Trails Phases 2, 3 and 4 North Side SH 114 and John Day Road ' � Boring Localion R O N E Block 10A/ Lot 43 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04513° N While Drilling Not Observed 8-5-20 Longitude At Boring Completion Not Observed 97.37843° W End of Day Not Measured o � w' Q 0 0� �; t GI N � N y Ul C � G a� �c a °'N o a= o m .00 $ o �..�' c >° U E"' z v,E y � c uNi a E a ro Stratum Description `� o � c �'� Q� w � 'c � a °' �n E � .°�' u01i I— c m v, � �" � = c°� E � � W �.o a a, m m� 0 3 2` e o Approximate Surface Elevation = 770.0 feet � O v� a� a v> LL-PL-PI � v� o � c� ;�/ SANDY LEAN CLAY (CL) - dark brown, with ferrous �"• nodules and calcareous nodules 4.00 21 ;� ;r. ;';''. 4.5+ 70 29-14-15 10 ,� - , ' � 4.5+ 18 5 �1 764.0 10-10-26 72 33-14-19 13 WEATHERED LIMESTONE - tan N=36 24-50/4.5" 12 i so���<� � 50/%' 10 � 50/1" d � 755.0 50!%' 5 � 15 Boring Terminated at Approximately 15 Feet � Proposed Elevation = 772.7 Feet � Approximate Grading = 2.7 Feet Fill 0 rn L O N C .� � W L � O a N i0 m d N ;t � .� � N N � C 8 � 0 � a � r N m O QI oMalerial 6oundaries are a roximale• in silu Iransil(ons ma be radual. N °�"1ef: Plate A.28 � Drilling Method: Continuous Flight Augers Log ProJect No. B-326 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 161 Lot 31 Denton County, Texas �atitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04544° N While Drilling Not Observed 8-5-20 �ongitude At Boring Completion Not Observed e � 97.37790° W End of Day Not Measured � a' n o � t a o rn � y � N � N C m C a � v o a �Y o �= o �m .o 0 `� p I� C ��i, U � Z N J � y�, C UNl a E a�° Stratum Description � z o Y� �� a w� _= a � N m W @.n n~. a�i w ro.°�_' �0 3 Z' e o � Approximate Surface Elevation = 767.0 feet � o cn a� a tn LL-PL-PI � rn o � t� FAT CLAY (CH) - dark brown to light brown, with calcareous nodules and ferrous nodules 4.5+ 74 57-23-34 17 4.5+ 14 763.0 ;; SANDY LEAN CLAY (CL) - brown, with ferrous 5 �:j nodules and calcareous nodules 4.5+ 60 39-16-23 14 �` i ' �' 760.5 8-20-26 WEATHERED LIMESTONE - tan N=46 �5 � 50/2Yz' 8 50/Yz' 1 r 50/%i' 0 15 �752.0 50/Y�� 7 � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 769.3 Feet � Approximate Grading = 2.3 Feet Fill 0 rn t 0 � c .� E d m t E 0 v � � a N � .� > N N � Cp U .�O O C V 7 L N m O m c Malerial houndaries are a roximale• In silu Iransilions ma be radual. 0 N Df11ef: Plate A.29 � Driliing Method: Continuous Flight Augers Log Project No. 8-327 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E Block 17/ �ot s Denton County, Texas Laiitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04575° N While Drilling Not Observed 8-6-20 Longitude At Boring Complelion Not Observed � �, 97.37737° W End of Day Not Measured o c a a o rn d s � y � N � Y C m C a � � o p. � y o .o •— v v �o ° $ o� � >;, t� z dE � wN a E a'«°-� Stratum Description �� o ° c c� Q J � � � � a > m � c°� E �� N W �.n a ma1°i mv o 3 �` co Approximate Surface Elevation = 768.0 feet � O �n a� a�n LL-PL•PI � v� o � c> FAT CLAY (CH) - dark brown to light brown, with 4.5+ 93 70-29-41 20 calcareous nodules 766.5 LEAN CLAY (CL) - light brown, with ferrous nodules 50/6" 2 and calcareous nodules � 22-20-20 g3 27-14-13 13 � -� % N=40 5 762.0 12-50/4.5" 12 WEATHERED LIMESTONE - tan i 50���„ � sorrz � 754.0 o LIMESTONE - gray 50/%=' �' 15 � 753.0 50/'/a" � Boring Terminated at Approximately 15 Feet � Proposed Elevation = 769.2 Feet � Approximate Grading = 1.2 Feet Fill 0 rn t 0 d c .@ E � L � O 9 � m `m m � v .@ > � � v c � D O C V 7 L N m O OI C .o Material boundaries are a roximale• In silu Irensilions ma be radual. � Driller; PI1te A.3� F Driliing Method: Continuous Flight Augers Loc� Projecl No. B.32$ 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E Block 101 Lot 31 Denton County, Texas Latitude Water Level Ohservations (feet) Dale E N G I N E E R I N G 33.04367° N While Drilling Not Observed 8-3-20 Longitude At Boring Completion Not Observed o � 97.37968° W End of Da Not Measured ''' °' � Y o y � a o rn rn c" N .. N � y C °' � a °1 n o " � 'v .D o c. � ' `'C O � C �i i•+ �% E y z � J ry ,��, C N � E� ° Stratum Description � z � � � �� a y� _�� o N E�; �v � v� •�,; � v � �� ,� � �a a a�iv ro°1 0 3 Z` co � W Approximate Surface Elevation = 758.0 feet � O cn a� a v� LL-PL-PI � rn o � c..� � CLAYEY SAND (SC) - dark brown, trace of marl 4.5+ 6 �,:: � �% 50/5" 24 3 �' 756.0 WEATHERED LIMESTONE - tan i 50�,�� , 50/1" 5 751.0 LIMESTONE - gray � 50/1 Y." g 501'/." 1 e 50/'/4' g d 15 �743.0 50/%z' � Boring Terminated at Approximately 15 Feet � Proposed Elevatlon = 761.2 Feet � Approximate Grading = 3.2 Feet Fill 0 rn r 0 m c .� E � t E 0 v � � a y a .� > � d D .N J � O C V 7 L y m O m c Malerial boundaries are a roxlmale• In silu Iransilions me he radual. N o����ef: Plate A.31 � Drllling Method: Continuous Fflght Augers Log Project No. B-329 20-24502 Liberty Trails Phases 2, 3 and 4 8oring Location North Side SH 114 and John Day Road ' Block 15/ Lot 20 Denton County, Texas RO N E Latitude Water Level Observations (feet) oate E N G I N E E R I N G 33.04403° N While Drilling Not Observed 8-4-20 Longitude At Boring Completion Not Observed o � 97.37911° W End of Day Not Measured o � a a a, t N �• N y Vl C m C � C a " N O ,p = O � .� O o� � �° c) E" z d� y _ cuNi a�, n. ia Stratum Description z ~ � � �� Q �� _�� J � N� C �.� �N N N '7 p �" a N E °�' �a a md mv �0 3 Z` co � W Approximate Surface Elevation = 766.0 feet � O cn a� a tn LL•PL-PI � tn o � �t LEAN CLAY (CL) - light brown, with ferrous nadules q.5+ 12 and calcareous nodules 4.5+ 85 22-14-8 14 � �"% 764.0 WEATHERED LIMESTONE - tan, with clay seams 50/6" 7 � 501Y<" 4 50/Y4' 5 i 5o�vz � , eo�v<,� 1 754.0 LIMESTONE - gray � 50/%=' a��, � 5 � 751.0 50/%;' 12 � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 768.3 Feet � Approximate Grading = 2.3 Feet Fill 0 rn � � 0 � c .� E d r E � w � o. N � .� � N N a c cg N .O O C V 7 L N O1 O m C 0 Material boundaries aro a roxlmale• In silu lransilions ma be radual. N Driller: Plat@ A.32 � Drllling Method: Continuous Fllght Augers Log Project No. B-330 20-24502 Liberty Trails Phases 2, 3 and 4 BoringLocalion North Side SH 114 and John Day Road RO N E Block 10AI Lot 30 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04436° N While Drilling Not Observed 8-5-20 Longitude At Boring Completion Not Observed o � 97.37857° W End of Day Not Measured o � a a m t � � N � C ?� C O. $-' C G. a+ N O .0 � O N � O � o F c y o V E`. Z y_E y 'Sy c u�'i a� a� Stratum Description � z o � c c� a �5, � c c n, � � � W � a n~. a�i w ro�° 0 3 '�' c o � Approximate Surface Elevation = 770.0 feet 'S O rn a a a v� LL-PL•PI � cn o � c� FAT CLAY (CH) - dark brown to light brown, wilh calcareous nodules and ferrous nodules 4.5+ 84 52-20-32 14 768.0 LEAN CLAY (CL) - light brown, with ferrous nodules 14-12-10 and calcareous nodules N-22 5 11-13-24 76 33-13-20 6 5 N=37 i% 764.0 WEATHERED LIMESTONE - tan, with clay seams � 50/1" � 50/%Z' 1 r 50/4'/z' a ,�5 � 755.0 50/Yi' 5 � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 769.2 Feet � Approximate Grading = 0.8 Feet Cut 0 rn � 0 `m � .� E � .�c E 0 a m m m � N :t U .� > N N a c cg a 0 c a � L y OI O O1 C 'o Malerial houndarios are a roxlmale• In silu Iranslllons ma he radual. N Driller: Plat@ A.33 � Drilling Method: Conlinuous Flighl Augers Log Project No. B-331 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Location North Side SH 114 and John Day Road R O N E Block 10A/ Lot 39 Denton County, Texas Lalilude Water Level Observations (feet) Dale E N G I N E E R I N G 33.04469° N While Drilling Not Observed 8-5-20 �ongitude At Boring Completion Not Observed e u 97.378�3° W End of Day Not Measured o � °' a o rn ;; .c a� ' c p, +�N p �=' o �a� vo $ � i—T C �:: V �� Z �� y � C N a E a ro Stratum Description � z o r � �� a y� �� a � a� � �w wv '�ni N d � e°�E � N� W �.n a a�i a1°i m,�' �0 3 Z` c o Approximafe Surface Elevation = 768.0 feet � O �n a� a tn LL-PL-PI � tn � � c) '%� LEAN CLAY (CL) - brown to light brown, with ferrous 4 5+ � 9 %/� nodules and calcareous nodules 18-8-8 75 33-15-18 13 N=16 ; ;'; %. ;� ; 10-10-15 14 N=25 5 i; /%; 7N-�254 85 41-15-26 15 ;�; ,;, �� 760.0 24-34-35 �6 WEATHERED LIMESTONE - tan, with clay seams N=69 i so���° ,o 50/'/4' 1 754.0 o LIMESTONE - gray 50/'/<" g v �5 � 753.0 50/%i' � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 770.7 Feet � Approximate Grading = 2.7 Feet Fill 0 rn L O N C .� E d r E 0 v � � a N � .� > N N V C U d O C � � L N OI O 07 C •o Malerial boundaries are a roximale• In sllu, transilions ma 6e radual. N Driller: PIatG A.34 � Drilling Melhod: Contfnuous Flight Augers Log Projact No. B-332 20-24502 Liberty Trails Phases 2, 3 and 4 Boring Localion North Side SH 114 and John Day Road RO N E �' Block 161 Lot 35 Denton County, Texas Latilude Water Level ObserVations (feet) Date E N G I N E E R I N G 33.04499° N While Drilling � Not Observed 8-5-20 Longilude At Boring Completion Not Observed e � 97.37752° W End of Day Not Measured � a v o rn v t °' N �- N '" N C m C c. � vo a vN o �E o °' .o°- � o� c >�, U E" z w.- v � � vi Q� a�° Stratum Description L z o � � �� Q-' ���_ �� ... a � �� W �.n a w af0i ro.° 0 3 �' c o Approximate Surface Elevation = 767.0 feet �r O tn a� a v� LL•PL-PI � rn o � c� SANDY FAT CLAY (CH) - dark brown to light brown, with calcareous nodules and marl 4.5+ 56 58-22-36 11 765.0 ''i LEAN CLAY (CL) - light 6rown, with ferrous nodules � and calcareous nodules 16-13-16 5 N=28 %-; �, 8-10-12 g0 33-13-20 11 5 N=22 �'" 761.0 WEATHERED LIMESTONE - tan, with ferrous nodules 50/6" 6 S 50/1" g 50/'%' 1 0 50/%' g �' 15 � 752.0 50f %;' � Boring Terminated at Approximately 15 Feet •� Proposed Elevalion = 768.3 Feet � Approximate Grading = 1.3 Feet Fill 0 rn � 0 `m a .� E � L E 0 v w � n N � .@ > N N ;O Cp U .0 O C V � L N pl O �1 c Malerial houndaries are a roximate; in silu, lransil(ons ma be radual. 0 N Driller: Plat@ A.3rJ � Drilling Method: Continuous Flight Augers Log Projecl No. B-333 20-24502 Liberty Trails Phases 2, 3 and 4 BoringLocalion North Side SH 114 and John Day Road RO N E Block 171 Lot 4 Denton County, Texas Latitude Water Level Observations (feet) Date E N G I N E E R I N G 33.04530° N While Drilling Not Observed 8-6-20 Longilude At Boring Compleiion Not Observed e � 97.37697° W End of Day Not Measured � a y o rn ;; .� a N �. N �' U1 C m C c � � o p, � � o .�'o� = v � v °_ `� p � C ��; U E Z U1 J � _ N N a E a�° Stratum Description � Z a ���� a �� _� a � T � y v d v'a > �' v � c°� E � � m 01 �� a a�i a`tli �°' 0 3 2` c o N W Approximate Surface Elevation = 766.0 feet 'S O cn a� a u� LL-PL-PI � v� o � c� LEAN CLAY (CL) - brown to light brown, wilh ferrous nodules and calcareous nodules 4.5+ 4.00 84 35-15-20 15 18-12-18 13 5 N=30 760.0 WEATHERED LIMESTONE - tan, with ferrous nodules 28-50/5.75" 16 i sori=� 50/Y," 1 752.0 o LIMESTONE - gray 50lYi' ` 15 � 751.0 50/%<" � Boring Terminated at Approximately 15 Feet •� Proposed Elevation = 767.7 Feet � Approximate Grading = 1.7 Feet Fill 0 rn L O N C .� E m t E 0 v m � n N V .� > N N V Cp U d O C � � .�C N OI O m c Malerial boundaries are a roximale• In silu, lransilions ma be radual. 0 � Driller: Plat@ A.36 � Drilling Method: Continuous Flight Augers SOIL OR ROCK TYPES � / ,. � ~�� RONE �''��►�''� Undocumented Fill � Well-Graded Sand (SW) II�// n/ E tJ 6 I N E E R � N G � ►..1 � '- Lean Clay (CL) �Clayey Sand (SC) DRILLWG AND SAMPLING METHODS � Gravelly Lean Clay (CL) °�° ° Well-Graded Gravel (GW) 0 00o i Fat Clay (CH) �Marl � I' Texas Shelby Sp it �Q o Tube 'Spoon Cone Gravelly Fat Clay (CH) _____- Weathered Shale Pen Clayey Gravel (GC) �Shale Silt (ML) � Weathered Limestone � �:� Poorly-Graded Sand (SP) �Limestone cFn Hsa Rock � core TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL FIflO Gfalfl2d SOI�S (More than 50% Pass(ng No. 200 Sieve) Consistency Penetrometer Reading, (ts� Unconfined Compression, (ps� Very Soft < 0.5 < 1000 Soft 0.5 to 1.0 1000 to 2000 Firm 1.0 to 2.0 2000 to 4000 Hard 2.0 to 4.0 4000 to 8000 Very Hard > 4.0 > 8000 Coarse Grained Soils �Mo�e man 50^/o Reiained o� No, zoo sieve� Penetration Resistance Descriptive Item Relative Density (Blows / Foot) 0 to 4 Very Loose 0 to 20°/a 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100°/a Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that ate slick and glossy in appearance Laminated Composed of ihin layers of varying color or texture Fissured Containing cracks, sometimes fllled wilh fine sand or silt Interbedded Composed of alternated layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to hard in soils Sok Can be scratched wiih fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with kn(fe Very Hard Cannot be scratched wilh knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing maierials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change wilh no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change wilh consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.37 Major Divisions Grp' Typical Names Laboratory Classification .< Sym. Criteria � RONE �, �, Well graded gravels� E N G I N E E R I N G � ro `; � GW gravel-sand mixtures, o � N �N �, ` little or no fines � o� �o�o�Z 0 � � �� c Cu ---- greater than 4: C� ------ between 1 and 3 > O� C Q �N �o D x Deo � ' � .� � � Poorly graded gravels, � o ,� � c� � GP gravel-sand mixtures, � N �°�' ,a'_� J little or no fines o � Not meeting all gradation requirements � v �; � o for GW z ` �`r � N o- v� Liquid and plastic ,� � � o� �, Silty gravels, gravel - � cn cn � Liquid and Plastic limits o s ,� z � �, G M �' > �' �� �� l i m i t s p l o t t i n g i n �� � c u� � sand - silt mixtures .N °' ��� be low A line or P. I. L � �,-. — ��' cn �? � hatched zone -o u� -c � L.n � � o -o greater than 4 c� �� :.., � o '� N a v�, between 4 and 7 ��n � u�i a� 6' z ��� Liquid and Plastic limits cases eorde nin use �- °' °' Q o GC Clayey gravels, gravel E� � c? o- above A line with P.I. q g � �0 � ` ,., � - sand - clay mixtures � � � �' reater than 7 of dual symbols L� „ � m ��, :u� 9 �° � m � v�i O E t- E : (V U a� u, � Well graded sands, � N : � �o �p��Z 0 0� �� SW gravelly sands, little or �.� : � C� g- greater than 6: C� D X D�between 1 and 3 +-� N ro p ° ,�. � • no fines -a � ; �, � � v� �n c c v •_a L � C � ' ' � � �� �° Poorly graded sands, N a � c° ��, m Not meeting all gradation requirements � �� c� � SP gravelly sands, little or N o �` ; for SW �, � � `� � no fines � � �, Q � � �°� �n �, Silty sands, sand silt ���`'' �� Liquid and Plastic limits Liquid and plastic �� �°' c SM m i x t u r e s ����� fl- b e l o w " A" l i n e o r P. I. l i m i t s p lottin g +� �_ -� � o. � .0 � N �� t,co '�- a ��� .- less than 4 between 4 and 7 � °1 " � ° � m � � o ° are borderline �� � Q- � '� ��N J�� Liquid and Plastic limits cases requiring use o�, -o a o Clayey sands, sand � @ Q� SC clay mixtures � a� above "A" line with P.I. of dual symbols � @ o o� greater than 7 Inorganic silts and very fine sands, rock Flour, silty or � �� ML clayey fine sands, or clayey 60 � � °—�� silts with slight plasticily o U'� u�i Inorganic clays of low to N _c =� C� medium plasticity, gravelly o ��° Y clays, sandy clays, silty 50 Z �' a' clays, and lean clays CH c (A v ro Organic silts and organic � �` silly clays of low plasticity W 40 = a� � .o � z � E Inorganic silts, micaceous � � N �, MH or diatomaceous fine sandy � 30 '@ _ �� or silty soils, elastic silts g �' OH and MH (� '� c�'a � a N �� ��� CH Inorganic clays of high 20 � � � � plasticily, fat clays � °�� CL L �. � � �s �� OH Organic clays of inedium to 10 � high plasticity, organic silts ;,� •; CL�ML ..\��' � M and OL ca � � � 0 10 20 30 40 50 60 70 80 90 100 � � �� Peat and other highly � _�'� Pt organic soils LIQUID LIMIT p PLASTICITY CHART UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.38 RONE / ,,.,, .,�„� FIELD EXPLORATION Subsurface conditions were evaluated with 33 borings performed to depths of approximately 15 feet below existing grades at the locations shown on the Boring Location Diagram, Plate A.3. The borings were completed at locations sta{<ed in the field by Rone personnel. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring, including sample depth, description, and soil classification based on the Unified Soil Classification System (USCS), are shown on the Logs of Boring. Keys to the symbols and terms used on the Logs of Boring are presented in Appendix A. Relatively undisturbed samples of cohesive soils were obtained using a tube sampler at the depths indicated on the Logs of Boring. The tube sampler consists of a nominal 3-inch diameter steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is hydraulically pushed into the soil. The soil specimens were extruded from the tube in the field, described, tested for consistency with a hand penetrometer, and packaged to reduce moisture loss. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a'/-inch diameter piston is pushed into a relatively undisturbed sample at a constant rate to a depth of approximately '/n inch, and the piston penetration resistance is recorded in tons per square foot (tsf) at the appropriate depth on the Logs of Boring. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples of stiff and/or granular materials were obtained using split-barrel sampling procedures in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is obtained in a standard 2-inch OD split-barrel sampler driven 18 inches into the ground using a 140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the 18- inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the Logs of Boring at the depth of sampling. The samples were packaged and returned to our laboratory for further examination and testing. '-�LI RON�In���i�ll�lv�� Rock and rock-like materials encountered in the borings were evaluated with a modified version of the Texas Cone Penetration (TCP) test. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each hammer blow. This method was modified by using a 140-pound hammer falling 30 inches, resulting in 350 foot-pounds of per blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6- inch increment is recorded at the respective test depth on the log of boring. In hard materials (rock or rock-like), the penetrometer cone is driven 100 blows, and the resulting penetration distances are recorded in inches for the first and second sets of 50 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the Logs of Boring. Groundwater observations during and at completion of drilling are shown on the Logs of Boring. Upon completion of the borings, the boreholes were backfilled with auger cuttings to ground level. � RQNE / ,�,�;.,,�,.�.,,, LABORATORY TESTING Laboratory tests were performed on selected samples recovered from the borings to evaluate the engineering characteristics of the subsurface materials encountered and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were described by an engineering geologist or senior staff inember in the field and/or the laboratory and were later refined based on results of the laboratory tests. The samples were visually classified and described, in part, using the Unified Soil Classification System (USCS). Visual classification of soils was confirmed for selected samples using index property testing including natural moisture content, Atterberg limits, and gradation tests (percent passing the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with applicable American Society for Testing and Materials (ASTM) procedures as follows: Atterberg Limits I ASTM D4318 Percentage of Particles Passing the No. 200 Sieve I ASTM D1140 Moisture Content I ASTM D2216 Dry Unit Weight I ASTM D2167 � APPENDIX C The Geoprofessional Business Association (GBA) has prepared this advisory to help you — assumedly a client representative — interpret and apply this geotechnical-engineering report as effectively as possibie. In Ehat way, you can benefit from a lowered exposure to problems associated with subsurface conditions at project sites and development of them that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed herein, contact your GBA-member geotechnical engineer. Active engagement in GBA exposes geotechnical engineers to a wide array of risk-confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Understand the Geotechnical-Engineering Services Provided for this Report Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced 6orings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if npplicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology �nd �lterations of the site surface and subsurface by previous and proposed construction are also important considerat(ons. Geotechnical engineers apply tl�eir engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsucEace model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as �vell as the expected performance of foundations �nd other structures being planned and/or affected by construction activities. The culmination of these geotechnicll-engineering seivices is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requlrements of the project. These reports may be tided investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical-englneering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a dose examination, systematic inquiry, or thorough inves[igation of all site and subsurface conditlons. Geotechnical-Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and rislc mnnagement preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not Iikely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, elch geotechnical-engineering report is unique, prepared solely for the client. Lilcewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical- engineering study for a refrigerated rvarehouse �vill be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this rePort if your geotechnical engineer prepared it: • for a different client; • for a different project or purpose; • for a different site (that may or may not include all or a portion of the original site); or . before important events occurred at the site or adjacent to it; e.g„ man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundrvater fluctuations. Note, too, the reliabllity of a�eotechntcal-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools, If you are the lenst Git uncertnin about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time — if any is required at all — could prevent major problems. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering report did not read the report in its entirety. Do not rely on an executive summary. Do n�t read selective elements only. Read nnd rejer to the report in fidl. You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those d�at affect; • the site's size or shape; . the elevation> configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or , • project ownership. As a general rule, nl�vays inform your geotechnical engineer of project or site changes — even minor ones — and request an assessment of their impact. Thegeoteclu�lcal engl��eer who prePared fhis report cn�utot accept ■ ■ ■ eo ec nica - n ineerin e or � � resyonsibilify or liabilrty for pro�lems thnt nrise l�ecnuse thegeotechnicnl e�igineer wns not !� fornied nbout developments the engineer otherwise would have coi�sidered, Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface using various sampling and testing procedures. Geoteclmicnl engirieers can observe netual subsurjnce caiditions ady nt those specific locations tivhere sn�riplir�g ar�d testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurCace conditions may differ — maybe significantly — from those indicated in this report. Confront that rislc by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quicldy, whenever needed. This Report's Recommendations Are Confirmation-Dependent The recommendations included in this report — including any options or alternakives — are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geoteciuiical engineer can finalize the recommendations only nft�r observingactunl subsiirfnce coridiHo�is exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do e�cist, the recommendations can be relied upon, assuming no other changes 6ave occurred, 7hegeotechnicnl engineer who prepnred fhis report cnnnot nssume responsiGility or liability for co��nnntion-dcpendent recomntendntioris if}�oi� fnil to retain tliat engineer to perforni construclion observation. This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing meinber of the design team, to: . confer witli other design-team members; . help develop specifications; • revie�v pertinent elements of other design professionals' plans and specifications; and . be available whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotecl�nical engineer to participate in prebld and preconstruction conferences and to perform construction- phase observations. Give Constructors a Complete Report and Guidance Some owners and deslgn professionals mistakenly believe diey can shift unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, afong with any attachments or appendices, with your contract documents> but Ge certnin to note conspicuously that you've incAidecl the n�nterinl for Information purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no riglit to rely on the interpretations, opinions, conclusions, or recommendations in the report. IIe certain that constructors know they may learn aUout specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sttre to n(low enough tin�e to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured inaterials with well-de6ned engineering properties lilce steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that rislc, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled "limitations; many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize thelr o�vn responsibilities and risks. Read theseprovrsia�s closedy. Aslc questions. Your geotechnical engineer should respond fully and franldy. Geoenvironmental Concerns Are Not Covered The personnel, equipment, and techniques used to perform an environmental study — e,g„ a"phase-one' or "ph�se-hvo" environmental site assessment — difl`er significanfly from those used to perform a geotechnical-engineering study. For d�at reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regiilated contaminants. Unnnticipated subsurfnce environn�entnl proGleir�s hnve led to project failures. Ifyou have not oUtained your own envlronmental information about the project site, aslc your geotechnical consultant for a recommendation on hotv to find environmental risk-management guidance. Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer's services were not designed, conducted, or intended to prevent migration of moisture — including water vapor — from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies. Accordingly, proper itr�ple»ie�ttntiote of tLegeotecbriicnl ei�gineer's recomn�endntia�s �vill not of itself Ge si�fJicier�t to preverit moishn•e ltifiltr•atlon. Confra�t tl�e rtsk of n�oisture infiltrntto�t by including building-envelope or mold specialists on the design team. GeotecGnicnl engtneers are riot G��ilding-eirveTope or inold spectnlfsts. �GEOPROFESSIONAL � BUSINE�S - / � \ ASSOCIATION Telephone: 301 /565-2733 e-m1il: info@geoprofessional.org wwwgeoprofessional.org Copyright 2019 by Geoprofessional Uusiness Associalion (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whalsoever, is stridly prohibited, except wilh GIIA's specific written permission. Cxcerpting, quofing, or otherwise exlracling �vording from lhis documenl is permitted only with 1he express written permission of GDA, and only for purposes oCscholarly research or 600k review. Only members o(GUA may use this doc�ment or Its �vording as a complement to or as an elemenl of a report of any kind. Any other firm, (ndividual, or other enlity lhat so uses Ihis document wllhout being a GBA member could be committing negligent