Loading...
HomeMy WebLinkAbout063992-PM1 - Construction-Related - Contract - HPIMF Bonds Lands MF1 DFW005, LP and Blackland Partners, LLCCSC No. 63992-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER IMPROVEMENTS TO SERVE BONDS RANCH MULTIFAMILY IPRC Record No. IPRC25-0020 City Project No. 106126 FID No. 30114-0200431-106126-EO7685 File No. N/A X File No. 28504 Mattie Parker Jesus "JAY" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth APRIL 2026 Westwood 500 West 7th Street, Suite 1300 Fort Worth, Texas 76102 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 0 F10, *. .* .......................... MATTHEW G. ZAMARIPA -� 141705 •`�; 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 5 Last Revised 00 42 43 1 Proposal Form Unit Price Combined (Pages 7) N/A 00 00 00 Agreement — Developer (HPIMF Bonds Lands MF1 DFW005, LP) and GC Blackland Partners, LLC (Pages 8-136 N/A 00 00 00 Escrow Agreement (Pages 137-145 N/A 0062 13 Performance Bond (Pages 146-148) 01/31/2012 00 62 14 Payment Bond (Pages 149-153 01/31/2012 nn 11 13 Invitation to Bidde s 0340/2020 00 41 00 Bid-F-ofm 0 in�4-4 00 42 43 Proposal Form Unit Price — Venus (Page 228 05/22/2019 004313 Bid44eftd 04i04 0045 11 Bidders Pfequa4ifieafion's nnimi�nin 0045 12 Prequalification Statement — Venus (Page 240 09/01/2015 0045 1 03/09LVN 00 45 26 Contractor Compliance with Workers' Compensation Law — Venus (Page 241 04/02/2014 0045 40 04 i s 00 52 43 Agreement — Venus (Pages 154-239) N/A 00 61 25 Certificate of Insurance — Venus (Pages 242-267 07/01/2011 00 62 19 Maintenance Bond — Venus (Pages 268-272 01/31/2012 007200 General Conditions 11/1 007300 07in -1 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 012500 Substitution Procedures 08/30/2013 O1 31 19 Preconstruction Meeting 08/30/2013 n i 07/01/2044 013233 Preconstruction Video 08/30/2013 013300 DAP Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 014523 Testing and Inspection Services 03/20/2020 015000 Temporary Facilities and Controls 07/01/2011 O1 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 015713 Storm Water Pollution Prevention 07/01/2011 016000 Product Requirements 03/20/2020 016600 Product Storage and Handling Requirements 04/07/2014 017000 Mobilization and Remobilization 04/07/2014 017123 Construction Staking and Survey 04/07/2014 CITY OF FORT WORTH Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.aov/tpw/contractors/ or https:Happs.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised n 17Mz n 02 m 6 Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork Division 32 -Exterior improvements pT 1 2 Q!, Orz viz @ 1 71 Q! 32 01 29 Concrete Paving Repair 12/20/2012 --29 Lifne Treated Base Geuf ,z -s2 ni 3212 L CITY OF FORT WORTH Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 • • mmra• • • MRIMEIRRI-WRNINE • • "unw-mm. Mw 21112�- • •. • • • • • • • • ._ •_ • • • • • . • • Division 33 - Utilities IT • • • • • • • • • I:. W :.:,.ay .� •. • s • • IN • • �i „ •17• • �1� Utility Trench Excavation, Embedment, and Backfill 12/12/2016 • • • • • .. • • • • • • i • • M-01• • Fm 111-1- • • • • • • MINIM MINNINWIP \ • • i • • • Large Water Meters 12/20/2012 CITY OF FORT WORTH Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 +0 ' + • m. • • + • Connection to Existing Water Mains 02/06/2013 + +IF+ •_ . + + ■ . ■. . + + .- . • • + • + + • .+W WITRI FEW - MEN _ • • + • ._ + ■ • • • .•.+ ■ • • • Kunmii 1=1i +SO_ M IF• !11 . ++ • .. • • • + .. ..MIN+ ff .. + + •. • + I I +MlLARI+ I + CITY OF FORT WORTH Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix GG 4.01 Availability fr r& GG 4.06 a zar-d tis Env .,,n, ent i Condition , , Site GC 6.07 Wage Rates Permits and Utilities v-6.09 GC GC 6.24 GR-01 60 00 N..ndiseiiiination City of Fort Worth Water Department Standard Product List 00 00 00 Geotechnical Reports END OF SECTION CITY OF FORT WORTH Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 1 of 1 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 Connection to Existing 4"-12" Water Main 33 1225 1331211 EA 1 $9,021.70 $9,021.70 2 13312.0117 3312.2801 3" Water Meter and Vault EA 1 $28,967.77 $28,967.77 Bid Summary UNIT I: WATER IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Blackland Partners, LLC 6500 Meyer Way, Suite 302 McKinney, TX 75070 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bidi $37,989.47 BY: TITLE: VP DATE` 4/7/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 working days after the date when the IPRC25-xxxx_Water Bid Proposal Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA I=% AIADocument A102° - 2017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price AGREEMENT made as of the 1 lth day of September in the year 2025 (In words, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original HPIMF BONDS LAND MF1 DFW005 LP AIA standard form. An Additions and 901 S. Mopac Expressway Deletions Report that notes added Building 3, Suite 220 information as well as revisions to the Austin, TX 78746 standard form text is available from Attn: Tim Shaughnessy the author and should be reviewed. A Phone: 512-538-1034 vertical line in the left margin of this Email: Tim@hpitx.com document indicates where the author has added necessary information and the Contractor: and where the author has added to or (Name, legal status, address and other information) deleted from the original AIA text. This document has important legal Blackland Partners, LLC consequences. Consultation with an 10210 N. Central Expressway, Suite 212 attorney is encouraged with respect Dallas, Texas 75231 to its completion or modification. for the following Project: The parties should complete A102T"'-2017, Exhibit A, Insurance (Name, location and detailed description) and Bonds, contemporaneously with this Agreement. AIA Document Bonds Ranch A201 TM-2017, General Conditions of the Contract for Construction, is The Architect: adopted in this document by (Name, legal status, address and other information) reference. Do not use with other general conditions unless this Archon Corporation document is modified. 210 North Park Blvd., Suite 100 Grapevine, Texas 76051 The Owner and Contractor agree as follows. Init. AIA Document A102 —2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 RELATIONSHIP OF THE PARTIES 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 5 CONTRACT SUM 6 CHANGES IN THE WORK 7 COSTS TO BE REIMBURSED 8 COSTS NOT TO BE REIMBURSED 9 DISCOUNTS, REBATES AND REFUNDS 10 SUBCONTRACTS AND OTHER AGREEMENTS 11 ACCOUNTING RECORDS 12 PAYMENTS 13 DISPUTE RESOLUTION 14 TERMINATION OR SUSPENSION 15 MISCELLANEOUS PROVISIONS 16 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, AIA Document A201TM-2017, General Conditions of the Contract for Construction, as modified, Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. If anything in the other Contract Documents, other than a Modification, is inconsistent with this Agreement, this Agreement shall govern. An enumeration of the Contract Documents, other than a Modification, appears in Article 16. ARTICLE 2 THE WORK OF THIS CONTRACT § 2.1 The Contractor shall fully perform the Work described in the Contract Documents, and reasonably inferable as necessary to produce the results reflected in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. § 2.2 Pre -Construction Services During the entire period during which the Drawings and Specifications are being prepared by the Architect and its consultants (the "Design Period"), Contractor shall consult and advise Owner concerning construction costs, scheduling, feasibility, detailing, the availability of labor and materials, and construction planning, and shall attend regularly scheduled meetings as required by Owner. During the Design Period, Contractor shall prepare comparative Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents' are trademarks of The American Institute of Architects. 2 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents° Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA analyses of alternative construction systems as requested by Owner. Contractor shall review the Drawings and Specifications as they are prepared, using reasonable efforts to discover any errors, inconsistencies or omissions therein, shall promptly report, in writing to Owner and Architect, such errors, inconsistencies, or omissions and shall recommend proposed changes with respect thereto and alternatives based on less expensive technologies or construction techniques and procedures without, however, assuming the responsibilities of Architect. If required by Owner, Contractor shall prepare, evaluate and revise estimates of the complete construction costs of the Project at the completion of each phase of the Design Period, which phases consist of the phase in which the Architect prepares studies, drawings, and documents illustrating the scale and relationship of Project components ("Schematic Design Phase"), the phase in which the Architect prepares drawings and documents to fix and describe the size and character of the Project ("Design Development Phase"), and the phase in which the Architect prepares drawings and specifications that set forth in detail the requirements for construction of the Project ("Construction Document Phase"). Any fee associated with the above -described Pre -Construction Services are included in the Contract Sum. ARTICLE 3 RELATIONSHIP OF THE PARTIES The Contractor accepts the relationship of trust and confidence established by this Agreement and covenants with the Owner to cooperate with the Architect and exercise the Contractor's skill and judgment in furthering the interests of the Owner; to furnish efficient business administration and supervision; to furnish at all times an adequate supply of workers and materials; and to perform the Work in an expeditious and economical manner consistent with the Owner's interests. The Owner agrees to furnish and approve, in a timely manner, information required by the Contractor and to make payments to the Contractor in accordance with the requirements of the Contract Documents. ARTICLE 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 4.1 The date of commencement of the Work shall be: (Check one of the following boxes) [ ] The date of this Agreement. [ X ] A date set forth in a notice to proceed issued by the Owner. [ ] Established as follows: (Insert a date or a means to determine the date of commencement of the Work.) As a condition to issuance of a Notice to Proceed, Contractor shall have received all necessary permits to commence with the Work, evidence of Owner's financing in accordance with Texas Business and Commerce Code § 56.054, and evidence of builder's risk insurance prior to commencement of vertical Work, if not provided by Contractor. In no event shall the date of commencement be later than the date on which the Work actually commences. . § 4.2 The Contract Time shall be measured from the date of commencement of the Work. § 4.3 Substantial Completion § 4.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire Work: (Check one of the following boxes and complete the necessary information) [ X ] Not later than five hundred forty-two (542) working days from the date of commencement of the Work. [ ] By the following date: and shall achieve Final Completion of the entire Work, including all obligations in Section 9.10 of AIA Document A201 — 2017, within Thirty (30) days after Substantial Completion. § 4.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial Completion of such portions by the following dates: Init. AIA Document A102 —2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 3 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Portion of Work Based on a September 29, 2025 Notice to Proceed: Turn 1 (Leasing) Turn 2 (Bldg 2 — 39 units) Turn 3 (Bldg 3 — 42 units) Turn 4 (Bldg 4 — 39 units) Turn 5 (Bldg 14 — 30 units) Turn 6 (Bldg 5 — 30 units) Turn 7 (Bldg 6 — 24 units) Turn 8 (Bldg 7 — 36 units) Turn 9 (Bldg 8 — 24 units) Turn 10 (Bldg 9 — 24 units) Turn 11 (Bldg 10 — 24 units) Turn 12 (Bldg 11 — 24 units) Turn 13 (Bldg 12 — 30 units) Turn 14 (Bldg 13 — 30 units) Substantial Completion Date Turn 1: December 1, 2026 Turn 2: December 7, 2026 Turn 3: December 18, 2026 Turn 4: January 26, 2027 Turn 5: February 22, 2027 Turn 6: March 22, 2027 Turn 7: April 20, 2027 Turn 8: May 26, 2027 Turn 9: June 18, 2027 Turn 10: July 20, 2027 Turn 11: August 18, 2027 Turn 12: September 17, 2027 Turn 13: October 25, 2027 Turn 14: November 18, 2027 § 4.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 4.3, liquidated damages, if any, shall be assessed as set forth in Section 5.1.6. ARTICLE 5 CONTRACT SUM § 5.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum is the Cost of the Work as defined in Article 7 plus the Contractor's Fee. § 5.1.1 The Contractor's Fee: (State a lump sum, percentage of Cost of the Work, or other provision for determining the Contractor's Fee) The Contractor's Fee shall be equal to four percent (4%) of the Cost of the Work, which cost could increase or decrease due to changes in the Work, but the basis of the Contractor's Fee shall remain four percent (4%) of the Cost of the Work. § 5.1.2 The method of adjustment of the Contractor's Fee for changes in the Work: The Contractor's Fee for changes in the Work shall remain four percent (4%) of the Cost of the Work as changed. § 5.1.3 Limitations, if any, on a Subcontractor's overhead and profit for increases in the cost of its portion of the Work: For changes in the Work that will be performed by Subcontractors, overhead and profit shall not exceed fifteen percent (15%) of the Cost of the Work. § 5.1.4 Rental rates for Contractor -owned equipment shall not exceed five percent (5%) of the standard rental rate paid at the place of the Project. § 5.1.5 Unit prices, if any: (Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable) Item Units and Limitations Price Per Unit ($0.00) § 5.1.5.1 The foregoing unit prices, if any, apply only if the Contractor performs additional Work under a Change Order. The prices are complete and include all: (1) materials, equipment, labor, fees, taxes, delivery, installation, overhead and profit, and (2) other costs and expenses incidental to performance of the Work to which the prices apply. § 5.1.6 Liquidated damages, if any: (Insert terms and conditions for liquidated damages, if any) Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 4 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 5.1.6.1 The Contractor acknowledges and agrees that the Owner will suffer damages if the Contractor fails to achieve Substantial Completion of the entire Work, or designated portions thereof, within the Contract Times and that it is difficult to ascertain the extent of those damages in advance. Therefore, the Contractor shall pay the Owner as liquidated damages the following amounts for each day of delay in achieving Substantial Completion of the Work: Period of Delay Liquidated Damages Due Days 1-30 Zero Dollars $0.00 Days 31-60 Thirty Dollars $30.00per unit, per day Days 61+ Forty -Five Dollars $45.00per unit, per day Liquidated Damages related to delays in the completion of the Leasing Office shall apply at a rate of Two Thousand Five Hundred Dollars ($2,500.00) per day. In the event the Contractor fails to meet Substantial Completion dates for the entire Work, or designated portions thereof, subject to modification as provided herein, each of the applicable liquidated damages amounts shall apply separately and accrue cumulatively until Substantial Completion of the entire Work or applicable portion has been achieved. The Owner and Contractor acknowledge and agree that such liquidated damages are not a penalty, but are a reasonable estimate of the actual damages that would be incurred by the Owner as a result of such delays. The parties agree that Contractor shall not be liable to Owner for Liquidated Damages in excess of seventy-five percent (75%) of Contractor's Fee. § 5.1.6.2 If the Contractor successfully challenges the enforceability of Section 5.1.6.1, the Contractor shall pay the Owner all actual damages, including consequential damages, incurred by the Owner in connection with the Contractor's failure to achieve Substantial Completion of the entire Work or designated portions thereof within the Contract Times, including all costs incurred by the Owner in proving its actual and consequential damages, including all attorneys' and experts' fees and expenses. § 5.1.7 Other: (Insert provisions for bonus, cost savings or other incentives, if any, that might result in a change to the Contract Sum) The difference, as of the date of Final Completion, between (i) the total aggregate sum of the Cost of the Work and (ii) the Guaranteed Maximum Price upon Final Completion of the Work (such difference equals the "Savings") shall be paid as follows: fifty percent (50%) of such savings shall inure to the benefit of the Owner and fifty percent (50%) shall inure to the benefit of the Contractor; provided, however, the maximum amount of any Savings to be paid to Contractor shall not exceed $500,000. Any Buyout Savings, as described in Section 5.2.8 below, shall be transferred to Contingency, subject to the terms described below. However, for purposes of this shared Savings provision, Contractor shall not be entitled to share in any savings associated with value engineering, reductions in the scope of Work, including but not limited to savings resulting from allowances, or savings associated with design changes all of which shall accrue to the Owner 100% and the parties shall execute a deductive change order reducing the Contract Sum accordingly. For the avoidance of doubt, unspent Contingency shall be included in Savings. § 5.2 Guaranteed Maximum Price , subject to additions and deductions by Change Order as provided in the Contract Documents. This maximum sum is referred to in the Contract Documents as the Guaranteed Maximum Price. Costs which would cause the Guaranteed Maximum Price to be exceeded shall be paid by the Contractor without reimbursement by the Owner. § 5.2.2 Alternates § 5.2.2.1 Alternates, if any, included in the Guaranteed Maximum Price: Item Price None. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 5 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 5.2.2.2 Subject to the conditions noted below, if any, the following alternates may be accepted by the Owner following execution of this Agreement, and the Contractor shall provide the alternates for the prices listed. Upon acceptance, the Owner and Contractor shall execute a Modification to this Agreement. (Insert below each alternate and the conditions that must be met for the Owner to accept the alternate) Item None. Price Conditions for Acceptance § 5.2.3 Allowances, if any, included in the Guaranteed Maximum Price: (Ident fy each allowance) Item See Exhibit C. Price § 5.2.3.1 The Contractor shall not commence any portion of the Work related to an allowance item until the Cost of the Work for such item has been agreed by the Owner and Contractor in writing and the Owner has given the Contractor approval to proceed with that Work. The Contractor is responsible for timely submitting to the Owner a request for such approval, with sufficient backup to justify the final cost for such Work, in sufficient time to avoid a delay to the progress of the Work. § 5.2.4 Assumptions, if any, upon which the Guaranteed Maximum Price is based: (Identify each assumption) As listed in Exhibit C. § 5.2.5 To the extent that the Contract Documents are anticipated to require further development, the Guaranteed Maximum Price includes the costs attributable to such further development consistent with the Contract Documents and reasonably inferable therefrom. Such further development does not include changes in scope, systems, kinds and quality of materials, finishes or equipment, all of which, if required, shall be incorporated by Change Order. § 5.2.6 Intentionally omitted. § 5.2.7 CONTINGENCY The Guaranteed Maximum Price may also contain a separately identified contingency as may be set forth below (the "Contingency"). The Contingency, if any, shall not be allocated to any particular item of the Cost of the Work and is established for increases in Cost of the Work incurred by the Contractor for unforeseen causes or details not capable of reasonable anticipation at the time of the execution of this Agreement and is not intended for changes in the scope of the Work or for reimbursement of expenses and costs not otherwise recoverable as Cost of the Work under Article 7 of this Agreement. The Contractor's Contingency is to be used solely for items associated with performance of Contractor's Work, and may be used for items such as, but not limited to, estimating accuracies/inaccuracies based on quantities assumed or measured, lack of bidding competition, Subcontractor defaults, interfacing omissions between work categories, schedule performance, replacement of defective work but only to the extent that the costs of such replacement cannot be recovered from a subcontractor or insurance, expediting material deliveries or labor to install late delivered item(s), increases in the cost of labor and/or materials, governmental action or inaction or other causes beyond Contractor's control. It is understood that the amount of any such Contingency, except as otherwise provided in this Agreement, is the maximum sum available to the Contractor to cover the Cost of the Work not included in the Guaranteed Maximum Price which is incurred by the Contractor as a result of such unforeseeable causes or details and it is further understood that cost overruns in excess of the amount of the Contingency or other costs not reimbursable as Cost of the Work will be borne by the Contractor. The Contractor will not be allowed to use any part of the Contingency, except as expressly authorized herein. Any planned expenditure of Contractor's Contingency in excess of $50,000 per occurrence shall be approved by Owner in advance and in writing (email is acceptable), which approval shall not be unreasonably withheld or delayed. Except as otherwise provided herein, the Contingency shall not be used for payment of any changes requested by Owner or costs that Owner would otherwise be obligated to pay pursuant to this Agreement. Contractor shall provide to Owner a monthly written statement summarizing the Contractor's Contingency activity and any balance adjustment from the previous period. The Contingency shall be equal to one and one -quarter percent (1.25%) of the Cost of the Work. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. `The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 6 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 5.2.8 Subcontract Buy -Out. Except for such scope identified in Contractor's Assumptions and Qualifications which Contractor believes lacks sufficient completeness to buy out that portion of the Work within the time frame set forth herein or as otherwise expressly authorized in writing by Owner, Contractor shall enter into written Subcontracts (which for purposes hereof includes a subcontract agreement covering any Self -Perform Work expressly authorized by Owner and supply agreements which are also referred to herein as purchase orders) for the entire scope of the Work with fixed pricing terms and in accordance with the requirements of the Contract Documents no later than ninety (90) days after execution of the Agreement (the "Buyout"). Prior to execution of any Subcontracts and pursuant to Section 10.1 below, Contractor shall deliver to Owner the bids from Subcontractors that it intends to accept. Contractor shall provide Owner with copies of the respective executed cover pages of Subcontracts with the pricing terms or such other information reasonably requested by Owner, no later than ten (10) business days after such Subcontracts have been executed. In no event shall Contractor commence Self -Perform Work, order materials, or permit a Subcontractor to commence its portion of the Work prior to furnishing Owner with a copy of such executed Subcontract. § 5.2.8.1 Subcontract Buy -Out Log. Within thirty (30) days after the execution of the Agreement and thereafter, as Contractor enters into written Subcontracts for the Work with fixed pricing terms, Contractor shall prepare and maintain a Subcontract Buyout Log on a line item basis on a form reasonably acceptable to Owner which identifies the specific scope of Work and Subcontractor or Supplier in each line item for which the pricing has been fixed by written agreement and the amount of such pricing, the scope and estimated cost of Work in each line item that has not been fixed by written agreement, and any "savings" or amounts not reasonably anticipated by Contractor to be required for payment for Cost of the Work under the respective line item. The Subcontract Buyout Log shall be updated no less than monthly, and a copy of the Log shall be furnished with the Contractor's Application for Payment, updated through the end of the period for which payment is sought, until Subcontract Buyout has been completed. § 5.2.8.2 GMP Adjustment from Subcontract Buy -Out. The parties acknowledge that, as those Subcontracts and Supplier agreements are entered into (where pricing has been fixed) and at Owner's request, the Estimated Cost of the Work in the individual line items on which the Guaranteed Maximum Price for the respective Phase of the Work is based shall be subject to adjustment as provided herein to reflect the fixed Cost of the Work pursuant to the Subcontracts and Supplier agreements (referred to herein as "Subcontract Buy -Out"). Upon Owner's request, but no earlier than sixty (60) days after the execution of the Agreement and no more frequently than once per Application for Payment period, Contractor shall provide a proposed adjustment of the Contingency and the other impacted line items in the Schedule of Values to reflect the Cost of the Work fixed by the respective Subcontracts and Supplier agreements. § 5.2.8.2.1 To the extent the fixed Cost of the Work is less than the Estimated Cost of the Work for a respective line item, such line item shall be reduced and the "savings" for that line item increased accordingly. Such savings shall be collectively referred to as "Buyout Savings." To the extent the fixed Cost of the Work is greater than the Estimated Cost of the Work for a respective line item, such line item shall be increased by such amount, if available, from Buyout Savings. Transfers from Contingency may be made, as required to "true up" the line items, with the Owner's consent, such consent not to be unreasonably or untimely withheld as provided in Section 5.2.7 above. § 5.2.8.2.2 Transfers to Contingency from Buyout Savings shall occur at each Application for Payment period, beginning sixty (60) days after the execution of this Agreement. The Contractor's Subcontract Buyout Log (together with the Contingency Transfer Log) shall be revised to accurately reflect such adjustments and transfers. Such adjustments as provided herein shall be incorporated by Change Order. § 5.2.8.3 Notwithstanding anything to the contrary in this Agreement, to the extent the total amount of Buyout Savings plus with Contingency exceeds $1,500,000, any excess Buyout Savings shall be deducted from the Guaranteed Maximum Price in the form of a deductive Change Order. As provided in Section 5.1.7, above, any unspent Contingency (inclusive of the Buyout Savings transferred to Contingency in accordance with the terms of this Agreement) remaining at Final Completion shall be shared 50% to Owner and 50% to Contractor. As a result, Owner shall have the right to utilize Owner's portion of any Buyout Savings (that is 50% of any Buyout Savings) for any purpose. Further, Owner shall have the right to utilize Owner's portion of any Contingency (that is 50% of any Contingency) for any purpose, subject to the consent of Contractor, which consent shall not be unreasonably withheld. In the event Owner utilizes its share of Contingency prior to Final Completion, and Contractor is otherwise entitled to utilize Contingency in accordance with Section 5.2.7 above, or Contractor's share of Savings is less than $500,000 in accordance with Section 5.1.7 above, then Owner shall execute a change order restoring the funds the Contractor Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 7 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA would have otherwise been entitled to use from Contingency, or receive as Savings, up to the amount that Owner previously withdrew. ARTICLE 6 CHANGES IN THE WORK § 6.1 Adjustments to the Guaranteed Maximum Price on account of changes in the Work shall be determined by one of the methods listed in Article 7 of AIA Document A201TM-2017, General Conditions of the Contract for Construction. § 6.2 Adjustments to subcontracts awarded on the basis of a stipulated sum shall be determined in accordance with Article 7 of A201-2017, as they refer to "cost" and "fee," and not by Articles 5, 7 and 8 of this Agreement. Adjustments to subcontracts awarded with the Owner's prior written consent on the basis of cost plus a fee shall be calculated in accordance with the terms of those subcontracts. § 6.3 In calculating adjustments to the Guaranteed Maximum Price, the terms "cost" and "costs" as used in Article 7 of AIA Document A201-2017 shall mean the Cost of the Work as defined in Article 7 of this Agreement and the term "fee" shall mean the Contractor's Fee as defined in Section 5.1.1 of this Agreement. § 6.4 If no specific provision is made in Article 5 for adjustment of the Contractor's Fee in the case of changes in the Work, or if the extent of such changes is such, in the aggregate, that application of the adjustment provisions of Article 5 will cause substantial inequity to the Owner or Contractor, the Contractor's Fee shall be equitably adjusted on the same basis that was used to establish the Fee for the original Work, and the Guaranteed Maximum Price shall be adjusted accordingly. ARTICLE 7 COSTS TO BE REIMBURSED § 7.1 Cost of the Work § 7.1.1 The term Cost of the Work shall mean reasonable costs necessarily incurred by the Contractor in the proper performance of the Work. The Cost of the Work shall include only the items set forth in this Article 7. shall be payable in equal monthly installments based on the overall Project duration. The General Conditions Costs shall not be subject to audit, but Owner shall have the right to verify the categories of costs are correctly calculated. The Contractor is responsible for the amount, if any, by which the actual general conditions costs exceed the fixed, lump sum identified in this Section 7.1.1.1, and the Contractor is not entitled to reimbursement for such amounts as a Cost of the Work or from the Contractor's Contingency. No changes or adjustments can be made to the General Conditions Costs without the Owner's prior consent. § 7.1.2 Where, pursuant to the Contract Documents, any cost is subject to the Owner's prior approval or consent, the Contractor shall obtain such approval or consent in writing prior to incurring the cost. § 7.1.3 Costs shall be at rates not higher than the standard paid at the place of the Project, except with prior approval of the Owner. § 7.2 Labor Costs § 7.2.1 Wages or salaries of construction workers directly employed by the Contractor to perform the construction of the Work at the site or, with the Owner's prior approval, at off -site workshops. § 7.2.2 Wages or salaries of the Contractor's supervisory and administrative personnel when stationed at the site and performing Work, with the Owner's prior approval. § 7.2.2.1 Wages or salaries of the Contractor's supervisory and administrative personnel when performing Work and stationed at a location other than the site, but only for that portion of time required for the (Paragraphs deleted) Work. § 7.2.3 Wages or salaries of the Contractor's supervisory or administrative personnel engaged at factories, workshops or while traveling, in expediting the production or transportation of materials or equipment required for the Work, but only for that portion of their time required for the Work. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 8 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 7.2.4 Costs paid or incurred by the Contractor, as required by Law or collective bargaining agreements, for taxes, insurance, contributions, assessments, and benefits and, for personnel not covered by collective bargaining agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided such costs are based on wages and salaries included in the Cost of the Work under Sections 7.2.1 through 7.2.3. § 7.2.5 If agreed rates for labor costs, in lieu of actual costs, are provided in this Agreement, the rates shall remain unchanged throughout the duration of this Agreement, unless the parties execute a Modification. § 7.3 Subcontract Costs Payments made by the Contractor to Subcontractors in accordance with the requirements of the subcontracts and this Agreement. § 7.4 Costs of Materials and Equipment Incorporated in the Completed Construction § 7.4.1 Costs, including transportation and storage at the site, of materials and equipment incorporated, or, if delivered and suitably stored at the site, to be incorporated, in the completed construction. § 7.4.2 Costs of materials described in the preceding Section 7.4.1 in excess of those actually installed to allow for reasonable waste and spoilage. Unused excess materials, if any, shall become the Owner's property at the completion of the Work and shall be properly stored at the site (or elsewhere) in accordance with the Owner's instructions or, at the Owner's option, shall be sold by the Contractor. Any amounts realized from such sales shall be credited to the Owner as a deduction from the Cost of the Work. § 7.5 Costs of Other Materials and Equipment, Temporary Facilities and Related Items § 7.5.1 Costs of transportation, storage, installation, dismantling, maintenance, and removal of materials, supplies, temporary facilities, machinery, equipment and hand tools not customarily owned by construction workers that are provided by the Contractor at the site and fully consumed in the performance of the Work. Costs of materials, supplies, temporary facilities, machinery, equipment, and tools, that are not fully consumed, shall be based on the cost or value of the item at the time it is first used on the Project site less the value of the item when it is no longer used at the Project site. Costs for items not fully consumed by the Contractor shall mean fair market value. § 7.5.1.1 Excess materials, supplies, temporary facilities, machinery, equipment, and tools described in Section 7.5.1 above that have not been fully consumed but for which Owner has reimbursed Contractor for the full purchase price, if any, shall become the Owner's property at the completion of the Work and shall be properly stored at the site (or elsewhere) in accordance with the Owner's instructions or, at the Owner's option, may be retained by the Contractor. § 7.5.2 Rental charges for temporary facilities, machinery, equipment, and hand tools not customarily owned by construction workers that are provided by the Contractor at the site, and the costs of transportation, installation, dismantling, minor repairs, and removal of such temporary facilities, machinery, equipment, and hand tools. Rates and quantities of equipment owned by the Contractor, or a related party as defined in Section 7.8, shall be subject to Section 5.1.4 and the Owner's prior approval. The total rental cost of any such equipment shall not exceed the purchase price of any comparable item. § 7.5.3 Costs of clean-up and removal of debris from the site of the Work and its proper and legal disposal, including trucking, daily clean-up, final clean-up, charcoal filter fans, change filters and dumpster rentals. Site costs for dust control, demising walls, construction fences, material lifts and dumpster picks. § 7.5.4 Costs of the Contractor's site office and site management of the Project, including general office equipment and supplies, all clerical salaries and wages (including all items defined in Section 7.2.4), and reasonable petty cash expenses of the site office. § 7.5.5 Costs of materials and equipment suitably stored off the site at a mutually acceptable location, subject to the Owner's prior approval. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 9 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 7.5.6 Costs related to the Contractor's compliance with safety requirements required under this Agreement and Law, including general protection and safety, temporary building protection, barricades, fumes/dust/noise control, first aid kits, and fire extinguishers. § 7.6 Miscellaneous Costs § 7.6.1 Premiums for that portion of insurance and bonds required by the Contract Documents that can be reasonably calculated and are directly attributed to this Contract. For subcontractor default insurance ("SDI") Contractor shall be entitled to reimbursement for the actual costs of the premiums for the SDI policy. Contractor shall provide all documentation necessary for Owner to evaluate the actual costs of the SDI policy. § 7.6.1.1 Costs for self-insurance, for either full or partial amounts of the coverages required by the Contract Documents, with the Owner's prior approval. § 7.6.1.2 Costs for insurance through a captive insurer owned or controlled by the Contractor, with the Owner's prior approval. § 7.6.2 Sales, use, or similar taxes, imposed by a governmental authority, that are related to the Work and for which the Contractor is liable. § 7.6.3 Fees and assessments for the building permit, and for other permits, licenses, and inspections, for which the Contractor is required by the Contract Documents to pay. § 7.6.4 Fees of laboratories for tests required by the Contract Documents; except those related to defective or nonconforming Work for which reimbursement is excluded under Article 13 of AIA Document A201-2017 or by other provisions of the Contract Documents, and which do not fall within the scope of Section 7.7.3. § 7.6.5 Royalties and license fees paid for the use of a particular design, process, or product, required by the Contract Documents. § 7.6.5.1 The cost of defending suits or claims for infringement of patent rights arising from requirements of the Contract Documents, payments made in accordance with legal judgments against the Contractor resulting from such suits or claims, and payments of settlements made with the Owner's consent, unless the Contractor had reason to believe that the required design, process or product was an infringement of a copyright or a patent, and the Contractor failed to promptly furnish such information to the Architect as required by Article 3 of AIA Document A201-2017. The costs of legal defenses, judgments, and settlements, shall not be included in the Cost of the Work used to calculate the Contractor's Fee or subject to the Guaranteed Maximum Price. § 7.6.6 Costs for communications services, electronic equipment, computers and software, directly related to the Work and located at the site, with the Owner's prior approval. § 7.6.7 Costs of document reproductions, printing, and delivery charges. § 7.6.8 Deposits lost for causes other than the Contractor's negligence or failure to fulfill a specific responsibility in the Contract Documents. § 7.6.9 Legal, mediation and arbitration costs, including attorneys' fees, other than those arising from disputes between the Owner and Contractor, or between the Contractor and any Subcontractors or suppliers, reasonably incurred by the Contractor after the execution of this Agreement in the performance of the Work and with the Owner's prior approval, which shall not be unreasonably withheld. § 7.6.10 Expenses incurred in accordance with the Contractor's standard written personnel policy for relocation and temporary living allowances of the Contractor's personnel required for the Work, with the Owner's prior approval. § 7.6.11 That portion of the reasonable expenses of the Contractor's supervisory or administrative personnel incurred while traveling out-of-town in discharge of duties connected with the Work. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. `The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 10 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 7.7 Other Costs and Emergencies § 7.7.1 Other costs incurred in the performance of the Work, with the Owner's prior approval. § 7.7.2 Costs incurred in taking action to prevent threatened damage, injury, or loss, in case of an emergency affecting the safety of persons and property, as provided in Article 10 of AIA Document A201-2017. § 7.7.3 Costs of repairing or correcting damaged or nonconforming Work performed by any of the Contractor Parties, provided that such damaged or nonconforming Work was not caused by the negligence of, or failure to fulfill a specific responsibility by, any of the Contractor Parties, and only to the extent that the cost of repair or correction is not recovered by the Contractor from insurance, sureties, Subcontractors, suppliers, or others, provided that any such non -recovery was not the Contractor's fault. § 7.8 Related Party Transactions § 7.8.1 For purposes of this Agreement, the term "related party" shall mean (1) a parent, subsidiary, affiliate, or other entity having common ownership of, or sharing common management with, the Contractor; (2) any entity in which any director, member, stockholder in, officer, or management employee of, the Contractor holds an equity interest in excess of ten percent in the aggregate; (3) any entity which has the right to control the business or affairs of the Contractor; or (4) any person, or any member of the immediate family of any person, who has the right to control the business or affairs of the Contractor. § 7.8.2 If any of the costs to be reimbursed is to arise from a transaction between the Contractor and a related party, the Contractor shall notify the Owner of the specific nature of the contemplated transaction, including the identity of the related party and the anticipated cost to be incurred, before any such transaction is consummated or cost incurred. If the Owner, after such notification, authorizes the proposed transaction in writing, then the cost incurred shall be included as a cost to be reimbursed, and the Contractor shall procure the Work, equipment, goods, or service, from the related party, as a Subcontractor, according to the terms of Article 10. If the Owner fails to authorize the transaction in writing, the Contractor shall procure the Work, equipment, goods, or service from some person or entity other than a related party according to the terms of Article 10. ARTICLE 8 COSTS NOT TO BE REIMBURSED § 8.1 The Cost of the Work shall not include the items listed below, unless approved in writing by Owner: .1 Salaries and other compensation of the Contractor's personnel stationed at the Contractor's principal office or offices other than the site office, except as specifically provided in Section 7.2, or as may be provided in Article 15; .2 Bonuses, profit sharing, incentive compensation, and any other discretionary payments, paid to anyone hired by the Contractor or paid to any Subcontractor or supplier, unless the Owner has provided prior approval; .3 Expenses of the Contractor's principal office and offices other than the site office; .4 Overhead and general expenses, except as may be expressly included in Article 7; .5 The Contractor's capital expenses, including interest on the Contractor's capital employed for the Work; .6 Except as provided in Section 7.7.3 of this Agreement, costs due to the negligence of, or failure to fulfill a specific responsibility of the Contract by, any of the Contractor Parties; .7 Any cost not specifically and expressly described in Article 7; .8 Costs associated with the default or termination of Subcontractors or suppliers if the Guaranteed Maximum Price includes the cost of subcontractor default insurance or bonds securing performance; and .9 Costs, other than costs included in Change Orders or Construction Change Directives approved by the Owner, that would cause the Guaranteed Maximum Price to be exceeded. .10 Any deductibles arising under any insurance required to be provided by Contractor; .11 Any uninsured losses which result from a failure of Contractor to maintain insurance required by the Construction Documents; .12 Legal costs and fees incurred by the Contractor unless agreed to in writing by the Owner; .13 Fines and penalties incurred by the Contractor due to fault of Contractor; .14 Costs of correcting damaged or nonconforming Work executed by the Contractor caused by negligence or failure to fulfill a specific responsibility of the Contractor; .15 Costs for re -tests for failed material tests when such failure is caused by Contractor; and/or Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 11 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA .16 Acceleration of schedule to meet milestones or other contractually obligated dates, unless approved by Owner. ARTICLE 9 DISCOUNTS, REBATES AND REFUNDS § 9.1 Cash discounts obtained on payments made by the Contractor shall accrue to the Owner if (1) before making the payment, the Contractor included the amount to be paid, less such discount, in an Application for Payment and received payment from the Owner, or (2) the Owner has deposited funds with the Contractor with which to make payments; otherwise, cash discounts shall accrue to the Contractor. Trade discounts, rebates, refunds, and amounts received from sales of surplus or salvaged materials and equipment shall accrue to the Owner, and the Contractor shall make provisions so that they can be obtained. The Contractor shall not retain any discounts, rebates, or refunds in connection with the Work unless it has provided the Owner seven days' prior written notice of the potential discount, rebate, or refund and the opportunity to fulfill the conditions in this Section 9.1. § 9.2 Amounts that accrue to the Owner in accordance with the provisions of Section 9.1 shall be credited to the Owner as a deduction from the Cost of the Work. ARTICLE 10 SUBCONTRACTS AND OTHER AGREEMENTS § 10.1 Those portions of the Work that the Contractor does not customarily perform with the Contractor's own personnel shall be performed under subcontracts or other appropriate agreements with the Contractor. The Owner may designate specific persons from whom, or entities from which, the Contractor shall attempt to obtain bids. The Contractor shall obtain bids from Subcontractors, and from suppliers of materials or equipment fabricated especially for the Work, who are qualified and able to perform that portion of the Work in accordance with the requirements of the Contract Documents. The Contractor shall deliver all such bids received to the Architect and Owner with an indication as to which bids the Contractor intends to accept. The Contractor shall not be required to contract with anyone to whom the Contractor has reasonable objection. (Paragraph deleted) § 10.1 Intentionally omitted. § 10.2 Subcontracts or other agreements shall conform to the applicable payment and other provisions of this Agreement, and shall not be awarded on the basis of cost plus a fee without the Owner's prior written approval. If a subcontract is awarded on the basis of cost plus a fee, the Contractor shall provide in the subcontract for the Owner to receive the same audit rights with regard to the Subcontractor as the Owner receives with regard to the Contractor in Article 11. § 10.3 Except as otherwise agreed in writing, the Contractor may perform trade work with its own forces or through a related party only if the Contractor has competitively bid the trade work and the Owner has agreed in writing after the bids and the parties' relationship have been disclosed. ARTICLE 11 ACCOUNTING RECORDS The Contractor shall keep full and detailed records and accounts related to the Cost of the Work, and exercise such controls, as necessary for proper financial management under this Contract and to substantiate all costs incurred. The accounting and control systems shall be in accordance with generally accepted accounting principles and satisfactory to the Owner. The Owner and the Owner's auditors shall, during regular business hours and upon reasonable notice, be afforded access to, and shall be permitted to audit and copy, the Contractor's records and accounts, including complete documentation supporting accounting entries, books, job cost reports, correspondence, instructions, drawings, receipts, payments, subcontracts, Subcontractor's proposals, Subcontractor's invoices, purchase orders, vouchers, memoranda, and other data relating to this Contract. The lump -sum General Conditions Costs shall not be subject to audit, but Owner shall have the right to verify the categories of costs are correctly calculated. The Contractor shall preserve these records for a period of three years after final payment, or for such longer period as required by Law or otherwise under the Contract Documents. ARTICLE 12 PAYMENTS § 12.1 Progress Payments § 12.1.1 Based upon Applications for Payment, including all supporting documentation, submitted to the Architect and Owner by the Contractor, and Certificates for Payment issued by the Architect, the Owner shall make progress Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 12 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA payments on account of the Contract Sum, to the Contractor, as provided below and elsewhere in the Contract Documents. § 12.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 12.1.3 Subject to other provisions of the Contract Documents, provided that an Application for Payment is received by the Architect not later than the 25th day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the 20th day of the following month. If an Application for Payment is received by the Architect after the application date fixed above, payment of the amount certified shall be made by the Owner not later than thirty (30) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time) § 12.1.4 With each Application for Payment, the Contractor shall provide reasonable evidence of the Cost of the Work incurred by the Contractor, including Contractor's job cost summary, budget, or other job tracking information. In addition to other required items and if requested by Owner, each Application for Payment shall be accompanied by the following, all in a form and substance reasonably satisfactory to the Owner and in compliance with applicable statutes of the State of Texas: payrolls, petty cash accounts, receipted invoices or invoices with check vouchers or other proof of payment attached, and any other evidence required by the Owner or Architect to demonstrate that payments already made by the Contractor on account of the Cost of the Work equal or exceed progress payments already received by the Contractor plus payrolls for the period covered by the present Application for Payment, less that portion of the progress payments attributable to the Contractor's Fee. (i) With each Application for Payment: a current Sworn Statement from the Contractor setting forth all Subcontractors and all material suppliers with whom the Contractor has subcontracted, the amount of each such subcontract, the amount requested for any Subcontractor or material supplier in the Application for Payment, and the amount to be paid to the Contractor from such progress payment (as required by Texas Property Code §53.085) (Bills -Paid Affidavit); (ii) With each Application for Payment: a duly executed Conditional Waiver and Release on Progress Payment from the Contractor and Subcontractors establishing receipt of payment or satisfaction of the payment requested by the Contractor in the current Application for Payment (as required by Texas Property Code §53.284). (iii) With the Final Application for Payment: Contractor shall submit a Conditional Waiver and Release on Final Payment as required by Texas Property Code 53.284. Upon receipt of final payment, Contractor shall submit an Unconditional Waiver and Release on Final Payment as required by Texas Property Code 53.284; and (iv) Such other information, documentation, and materials as the Owner, lender, or the title insurer may require in order to ensure that Owner's property is free of lien claims. Such other documents may include, without limitation, original copies of lien releases suitable for filing with the County Clerk in the county where the Project is located. § 12.1.5 Each Application for Payment shall be based on the schedule of values submitted by the Contractor and attached hereto as Exhibit C. The schedule of values allocates the entire Guaranteed Maximum Price among:. (1) the various portions of the Work; (2) any contingency for costs that are included in the Guaranteed Maximum Price but not otherwise allocated to another line item or included in a Change Order; and (3) the Contractor's Fee. § 12.1.5.1 The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Owner and Architect may require. The schedule of values shall be used as a basis for reviewing the Contractor's Applications for Payment and shall not be modified or altered without the Owner's written approval. § 12.1.5.2 The allocation of the Guaranteed Maximum Price under this Section 12.1.5 shall not constitute a separate guaranteed maximum price for the Cost of the Work of each individual line item in the schedule of values. § 12.1.5.3 When the Contractor allocates costs from a contingency to another line item in the schedule of values, the Contractor shall submit supporting documentation to the Architect and Owner. § 12.1.6 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. The percentage of completion shall be the lesser of (1) the Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 13 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA percentage of that portion of the Work which has actually been completed; or (2) the percentage obtained by dividing (a) the expense that has actually been incurred by the Contractor on account of that portion of the Work and for which the Contractor has made payment or intends to make payment prior to the next Application for Payment, by (b) the share of the Guaranteed Maximum Price allocated to that portion of the Work in the schedule of values. § 12.1.7 In accordance with AIA Document A201-2017 and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: § 12.1.7.1 The amount of each progress payment shall first include: .1 That portion of the Guaranteed Maximum Price properly allocable to completed Work as determined by multiplying the percentage of completion of each portion of the Work by the share of the Guaranteed Maximum Price allocated to that portion of the Work in the most recent schedule of values; .2 That portion of the Guaranteed Maximum Price properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction or, if approved in writing in advance by the Owner, suitably stored off the site at a location agreed upon in writing; .3 That portion of Construction Change Directives actually performed or that are not in dispute; and .4 The Contractor's Fee, computed upon the Cost of the Work described in the preceding Sections 12.1.7.1.1 and 12.1.7.1.2 at the rate stated in Section 5.1.1 or, if the Contractor's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum fee as the Cost of the Work included in Sections 12.1.7.1.1 and 12.1.7.1.2 bears to a reasonable estimate of the probable Cost of the Work upon its completion. § 12.1.7.2 The amount of each progress payment shall then be reduced by: .1 The aggregate of any amounts previously paid by the Owner; .2 The amount, if any, for Work that remains uncorrected and for which the Owner or Architect has previously withheld or nullified a payment or Certificate for Payment as provided in Article 9 of AIA Document A201-2017; .3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends to pay; .4 For Work performed or defects discovered since the last payment application, any amount for which the Owner or Architect may withhold or nullify a payment or Certificate of Payment, in whole or in part, as provided in Article 9 of AIA Document A201-2017; .5 The shortfall, if any, indicated by the Contractor in the documentation required by Section 12.1.4 to substantiate prior Applications for Payment, or resulting from errors subsequently discovered by the Owner or the Owner's auditors in such documentation; and .6 Retainage withheld pursuant to Section 12.1.8. § 12.1.8 Retainage § 12.1.8.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the following amount, as retainage, from the payment otherwise due: (Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of retainage may be limited by governing law) Ten percent (10%) § 12.1.8.1.1 The following items, if any, are not subject to retainage: (Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.) Retainage shall not be withheld from Contractor's General Conditions Costs, insurance premiums, material -only purchases pursuant to an approved purchase order, and any items that are specifically identified as not subject to retainage as set forth in Exhibit I —Retainage Related Items. § 12.1.8.2 Reduction or limitation of retainage, if any, shall be as follows: (If the retainage established in Section 12.1.8.1 is to be modified prior to Substantial Completion of the entire Work, insert provisions for such modification) Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 14 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Notwithstanding anything in the Contract Documents to the contrary, and subject to lender approval, which shall not unreasonably be withheld or delayed, Owner agrees to release retainage for Work performed by certain Subcontractors or trades whose work has been finally completed for at least 60 days in accordance with Exhibit I —Retainage Related Items, provided that Contractor has submitted to Owner a full, and final, conditional waiver and release of lien covering such Work. § 12.1.8.3 Except as set forth in this Section 12.1.8.3, upon Substantial Completion of the Work, the Contractor may submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Section 12.1.8. The Application for Payment submitted at Substantial Completion shall not include retainage as follows: (Insert any other conditions for release of retainage, such as upon completion of the Owner's audit and reconciliation, upon Substantial Completion) If portions of the Work remain incomplete or are not otherwise in accordance with the Contract Documents, or there are any unsettled Claims, the Contractor may not apply for, and the Owner is not obligated to release, retainage to the extent of such incomplete or non -conforming Work, or unsettled Claims. § 12.1.9 If final completion of the Work is materially delayed through no fault of any of the Contractor Parties, the Owner shall pay the Contractor any additional amounts in accordance with Article 9 of AIA Document A201-2017. § 12.1.10 Except with the Owner's prior written approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and suitably stored at the site. § 12.1.11 The Owner and the Contractor shall agree upon a mutually acceptable procedure for review and approval of payments to Subcontractors and the Contractor shall execute subcontracts in accordance with those agreements. Except with the Owner's prior written approval, payments to Subcontractors shall be subject to the same retainage set forth in Section 12.1.8.1. § 12.1.12 In taking action on the Contractor's Applications for Payment the Architect shall be entitled to rely on the accuracy and completeness of the information furnished by the Contractor, and such action shall not be deemed to be a representation that (1) the Architect has made a detailed examination, audit, or arithmetic verification, of the documentation submitted in accordance with Section 12.1.4 or other supporting data; (2) that the Architect has made exhaustive or continuous on -site inspections; or (3) that the Architect has made examinations to ascertain how or for what purposes the Contractor has used amounts previously paid on account of the Contract. Such examinations, audits, and verifications, if required by the Owner, will be performed by the Owner or the Owner's auditors acting in the sole interest of the Owner. § 12.2 Final Payment § 12.2.1 Subject to other provisions of the Contract Documents, final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract, except for the Contractor's responsibility to correct Work as provided in Article 12 of AIA Document A201-2017, and to satisfy other requirements of the Owner and their consultants, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work and a final Application for Payment as required by the Contract Documents and such final accounting and Application for Payment has been approved by Owner (within 30 days); and .3 a final Certificate for Payment has been issued by the Architect in accordance with Section 12.2.2, certifying Final Completion and certifying for payment the entire unpaid balance of the Contract Sum. § 12.2.2 Within 90 days of the Owner's receipt of the Contractor's final accounting for the Cost of the Work, the Owner may conduct an audit of the Cost of the Work or notify the Architect that it will not conduct an audit. If no audit is conducted or in progress within ninety (90) days of the Owner's receipt of the Contractor's final accounting, it will be deemed accepted by Owner unless Owner submits to Contractor a written request for a reasonable extension of time to complete the audit, which shall not be unreasonably withheld. § 12.2.2.1 If the Owner conducts an audit of the Cost of the Work, the Owner shall, within 10 days after completion of the audit, submit a written report based upon the auditors' findings to the Architect. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 15 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 12.2.2.2 Within seven days after receipt of any written report described in Section 12.2.2.1, or receipt of notice that the Owner will not conduct an audit, and provided that the other conditions of Section 12.2.1 have been met, the Architect will either issue to the Owner a final Certificate for Payment with a copy to the Contractor, or notify the Contractor and Owner in writing of the Architect's reasons for withholding a certificate as provided in Article 9 of AIA Document A201-2017. The time periods stated in this Section 12.2.2 supersede those stated in Article 9 of AIA Document A201-2017. The Architect is not responsible for verifying the accuracy of the Contractor's final accounting. § 12.2.2.3 If the Owner's or the Owner's auditors' report concludes that the Cost of the Work, as substantiated by the Contractor's final accounting, is less than claimed by the Contractor, the Contractor shall be entitled to request mediation of the disputed amount pursuant to Article 15 of AIA Document A201-2017. A request for mediation shall be made by the Contractor within 30 days after the Contractor's receipt of a copy of the Architect's final Certificate for Payment. Failure to request mediation within this 30-day period shall result in the substantiated amount reported by the Owner or Owner's auditors becoming binding on the Contractor. Pending a final resolution of the disputed amount, the Owner shall pay the Contractor the undisputed amount certified in the Architect's final Certificate for Payment. § 12.2.3 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's Certificate of Final Completion and final Certificate for Payment. § 12.2.4 If, subsequent to final payment, and at the Owner's request, the Contractor incurs costs, described in Article 7 and not excluded by Article 8, to correct defective or nonconforming Work, the Owner shall reimburse the Contractor for such costs, and the Contractor's Fee applicable thereto, on the same basis as if such costs had been incurred prior to final payment, but not in excess of the Guaranteed Maximum Price. If adjustments to the Contract Sum are provided for in Section 5.1.7, the amount of those adjustments shall be recalculated, taking into account any reimbursements made pursuant to this Section 12.2.4 in determining the net amount to be paid by the Owner to the Contractor, including adjustment of any Savings calculations. § 12.3Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) No interest shall be due on any payment due or unpaid unless the Contractor is found to be owed the payment under the Contract Documents, in which event interest shall be paid from the day after payment was due at the then current Wall Street Journal Prime Rate plus one percent (1%). ARTICLE 13 DISPUTE RESOLUTION § 13.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Article 15 of AIA Document A201-2017, unless the parties appoint below another individual, not a party to the Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) N/A. The Owner and Contractor agree that any unresolved Claim shall be the subject of good faith negotiations prior to mediation or binding dispute resolution. There shall be no Initial Decision Maker. § 13.2 Binding Dispute Resolution For any Claim subject to, but not resolved by mediation pursuant to Article 15 of AIA Document A201-2017, the method of binding dispute resolution shall be as follows: (Check the appropriate box) Arbitration pursuant to Section 15 of AIA Document A201-2017 Litigation in a court of competent jurisdiction Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 16 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA [ X ] Other (Specify) (See Sections 13.2.1 and 13.2.2, below) § 13.2.1 Any dispute not resolved by mediation as described above shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. Notwithstanding the foregoing —if such unilateral election by the Owner is allowed by applicable Law and litigation, rather than arbitration is reasonably necessary in order for the Owner to join all parties needed for a full resolution of a dispute in the same proceeding (including, without limitation, the Architect) --Owner may elect to submit the dispute to litigation. If Owner elects to submit any dispute to litigation, Owner shall notify Contractor of such election within a reasonable time following service upon the electing party of a notice of an arbitration proceeding brought against the Owner. Contractor agrees to abide by such decision and agrees further that Owner's election (if any) to resolve disputes by litigation shall be specifically enforceable under applicable Law. If such unilateral election on the part of the Owner is not enforceable under applicable Law, the parties acknowledge and agree that all disputes will be resolved by binding arbitration. § 13.2.2 Without limiting the foregoing, in the event that any claim, dispute, controversy or other matter is required to be resolved by litigation as provided above, the parties hereby agree that any action brought or maintained to resolve such claim, dispute, or other matter shall be brought in a court of competent jurisdiction in the county in which the Project is located, unless disputes between Owner and other parties needed for full resolution, including, without limitation, Architect, requires disputes to be resolved in a different court, in which event, Contractor agrees to have disputes resolved in the same county as the Architect. Further, to the fullest extent allowed by Law, the parties hereto waive the right of trial by jury and agree that, in any such action, the judge, without the assistance of a jury, shall be the finder of fact. Consistent therewith, the parties agree and acknowledge as follows: WAIVER OF JURY —IN THE EVENT THAT LITIGATION IS AUTHORIZED PURSUANT TO OR ARISING FROM THIS AGREEMENT AND IS BROUGHT FOR THE RESOLUTION OF ANY CLAIM, DISPUTE, OR ANY OTHER MATTER IN QUESTION BETWEEN THE PARTIES OR OTHERWISE ARISING FROM THE PROJECT OR THE AGREEMENT, THE PARTIES DO HEREBY KNOWINGLY, VOLUNTARILY, AND INTENTIONALLY WAIVE THE RIGHT EACH MAY HAVE TO A TRIAL BY JURY IN RESPECT TO ANY SUCH LITIGATION AND THE ISSUES TO BE TRIED THEREIN. IT IS THE INTENT OF THE PARTIES THAT, IN ANY SUCH LITIGATION BETWEEN THE PARTIES, ALL ISSUES IN SUCH LITIGATION SHALL BE TRIED TO A JUDGE AND NOT A JURY. ARTICLE 14 TERMINATION OR SUSPENSION § 14.1 Termination § 14.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2017. § 14.1.2 Termination by the Owner for Cause § 14.1.2.1 If the Owner terminates the Contract for cause as provided in Article 14 of AIA Document A201-2017, the amount, if any, to be paid to the Contractor under Article 14 of AIA Document A201-2017 shall not cause the Guaranteed Maximum Price to be exceeded, nor shall it exceed an amount calculated as follows: .1 Take the Cost of the Work incurred by the Contractor to the date of termination; .2 Add the Contractor's Fee, computed upon the Cost of the Work to the date of termination at the rate stated in Section 5.1.1 or, if the Contractor's Fee is stated as a fixed sum in that Section, an amount that bears the same ratio to that fixed -sum Fee as the Cost of the Work at the time of termination bears to a reasonable estimate of the probable Cost of the Work upon its completion; .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract the costs and damages incurred, or to be incurred, by the Owner under Article 14 of AIA Document A201-2017. § 14.1.2.2 The Owner shall also pay the Contractor fair compensation, either by purchase or rental at the election of the Owner, for any equipment owned by the Contractor that the Owner elects to retain and that is not otherwise included in the Cost of the Work under Section 14.1.2.1.1. To the extent that the Owner elects to take legal assignment of subcontracts and purchase orders (including rental agreements), the Contractor shall, as a condition of receiving the payments referred to in this Article 14, execute and deliver all such papers and take all such steps, including the legal assignment of such subcontracts and other contractual rights of the Contractor, as the Owner may require for the Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 17 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA purpose of fully vesting in the Owner the rights and benefits of the Contractor under such subcontracts or purchase orders. § 14.1.3 Termination by the Owner for Convenience If the Owner terminates the Contract for convenience in accordance with Article 14 of AIA Document A201-2017, then the Owner shall pay the Contractor a termination fee as follows: (Insert the amount of or method for determining the fee, if any, payable to the Contractor following a termination for the Owner's convenience) In the event the Owner terminates the contract for Owner's convenience within six months of the notice to proceed, then Contractor shall be entitled to recover, in addition to those costs Contractor has actually incurred prior to such termination, three (3) months of general conditions cost. In the event Owner terminates for Owner's convenience after the Work is 40% complete, Contractor shall only be entitled to recover those costs provided in Article 14 of AIA Document A201-2017. § 14.2 Suspension The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2017; in such case, the Guaranteed Maximum Price and Contract Time shall be increased as provided in Article 14 of AIA Document A201-2017. ARTICLE 15 MISCELLANEOUS PROVISIONS § 15.1 Where reference is made in this Agreement to a provision of AIA Document A201-2017 or another Contract Document, the reference refers to that provision as amended or modified by the parties to the Contract. Unless otherwise stated, where reference is made to a particular Article or Section, the reference means the corresponding Article or Section in the document where the reference appears. § 15.2 The Owner's representative: (Name, address, email address and other information) Tim Shaughnessy 901 S. Mopac Expressway Building 3, Suite 220 Austin, TX 78746 Phone: 512-538-1034 Email: Tim@hpitx.com § 15.2.1 The Owner's representative is authorized to act on the Owner's behalf with respect to the Project. From time to time, the Owner also may designate other representatives who are authorized to act on the Owner's behalf with respect to the Project and may modify or revoke the authority of any such representatives in writing. § 15.3 The Contractor's representative: (Name, address, email address and other information) Erling Hem 10210 N. Central Expressway, Suite 212 Dallas, Texas 75231 Phone: (609) 276-8551 E-mail: ehem@blacklandpartners.net § 15.4 The Contractor's representative shall not be changed without ten days' prior notice to the Owner. § 15.5 Insurance and Bonds § 15.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document A102Tm-2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price, Exhibit A, Insurance and Bonds, and elsewhere in the Contract Documents. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 18 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 15.5.2 The Contractor shall provide bonds, if any, as set forth in AIA Document A102Tm-2017 Exhibit A, and elsewhere in the Contract Documents. § 15.6 Notice in electronic format, pursuant to Article 1 of AIA Document A201-2017, may be given in accordance with AIA Document E203Tm--2013, Building Information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: (If other than in accordance with AIA Document E203-2013, insert requirements for delivering notice in electronic format such as name, title, and email address of the recipient and whether and how the system will be required to generate a read receipt for the transmission) Notice shall be given only as provided in Section 1.6 of AIA Document A201-2017. § 15.7 Other provisions: § 15.7.1 Any uncertainty or ambiguity in this Contract shall not be interpreted or construed against the Owner or Contractor because of either party's involvement in drafting it. § 15.7.2 No act or failure to act by the Owner or Contractor constitutes a waiver of any right, remedy, obligation or duty afforded them under the Contract or Law, or approval of, or acquiescence in, any breach of contract or negligence of the other party, except as stated in the Contract or otherwise agreed in writing. § 15.7.3 The parties may sign this Agreement in counterparts. Together the counterparts shall constitute a complete document. Signatures transmitted electronically shall have the same effect as physical delivery of the paper bearing the original signatures. ARTICLE 16 ENUMERATION OF CONTRACT DOCUMENTS § 16.1 This Agreement is comprised of the following documents: .1 This AIA Document A102T" —2017, Standard Form of Agreement Between Owner and Contractor .2 AIA Document A102Tw-2017, Exhibit A, Insurance and Bonds, as modified .3 AIA Document A20ITw-2017, General Conditions of the Contract for Construction, as modified .4 AIA Document E203Tw-2013, Building Information Modeling and Digital Data Exhibit, dated as indicated below: (Insert the date of the E203-2013 incorporated into this Agreement) AIA Document E203Tm-2013 is not applicable. .5 Drawings Number Title Date As set forth in Exhibit B to this Agreement. .6 Specifications Section Title Date Pages As set forth in Exhibit B to this Agreement. Addenda, if any: Number Date Pages As set forth in Exhibit B to this Agreement. (Paragraph deleted) .8 Other Exhibits: (Check all boxes that apply) Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 19 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA AIA Document E204TK--2017, Sustainable Projects Exhibit, dated as indicated below: (Insert the date of the E204-2017 incorporated into this Agreement.) AIA Document E204TK--2017 is not applicable. The Sustainability Plan: Title N/A Date Pages [ X ] Supplementary and other Conditions of the Contract, if any: Document Title Date Pages As set forth in the Specifications. Although the Specifications might contain Supplementary Conditions and other terms and conditions similar to, or intended to modify, those in the documents listed in Sections 16.1.1, 16.1.2, and 16.1.3 (the "AIA Documents"), the parties intend those terms and conditions to supplement the AIA Documents, not to modify, contradict, or supersede them. In the event of a conflict or discrepancy between the terms and conditions the AIA Documents and those in the Specifications, the Contract Documents shall take precedence and control as set forth in Section 1.2.4 of AIA Document A201-2017. .9 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-201 7provides that the advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or proposal, portions of Addenda relating to bidding or proposal requirements, and other information furnished by the Owner in anticipation of receiving bids or proposals, are not part of the Contract Documents unless enumerated in this Agreement. Any such documents should be listed here only if intended to be part of the Contract Documents.) Exhibit A: Insurance and Bonds Exhibit B: List of Specifications, Drawings and Addenda Exhibit C: Schedule of Values Exhibit D: Schedule Exhibit E: Qualifications and Clarifications Exhibit F: Not used Exhibit G: Not used Exhibit H: Supplemental Conditions (Community Facilities Agreement) Exhibit L Retainage Related Items § 16.2 The Contract Documents may not be modified in any respect without the Owner's prior written consent. The Owner has not authorized anyone to orally modify or waive any provision or any of the Contractor's duties and obligations under the Contract Documents. Any modification, waiver, or consent granted to the Contractor is limited to the specific matters the Owner approves in writing, and does not otherwise relieve the Contractor of any other duties or obligations under the Contract Documents. No constructive changes will be recognized or allowed. This Agreement entered into as of the day and year first written above. Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 20 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time t use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA HPIMF BONDS LAND MFI DFW005 LP, a Texas limited partnership By: HPIMF Bonds GP DFW010 LLC, a Texas limited liability company, its general partner Do�uSigned by: By: Tim ,%"W69W4'vfanager Blackland Partners, LLC a Texas limited liability company Signed by: By: Chase eauregar ,'Vice President Init. AIA Document A102 — 2017. Copyright @ 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. 21 This document was produced at 10:27:01 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1110395499) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA ==AIA Document A201° - 2017 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) Bonds Ranch ADDITIONS AND DELETIONS: The author of this document has THE OWNER: added information needed for its (Name, legal status and address) completion. The author may also have revised the text of the original AIA standard form. An Additions and HPIMF BONDS LAND MF 1 DFW005 LP Deletions Report that notes added 901 S. Mopac Expressway information as well as revisions to the Building 3, Suite 220 standard form text is available from Austin, TX 78741 the author and should be reviewed. A Attn: Tim Shaughnessy vertical line in the left margin of this Phone: 512-538-1034 document indicates where the author Email: Tim@hpitx.com has added necessary information and where the author has added to or THE ARCHITECT: deleted from the original AIA text. (Name, legal status and address) This document has important legal Archon Corporation consequences. Consultation with an attorney is encouraged with respect 210 North Park Blvd., Suite 100 to its completion or modification. Grapevine, Texas 76051 For guidance in modifying this TABLE OF ARTICLES document to include supplementary conditions, see AIA Document 1 GENERAL PROVISIONS A503TM, Guide for Supplementary Conditions. 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS Init. AIA Document A201 — 2017. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The ) American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for / resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents° Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA,' the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01/2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents° Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA (Paragraphs deleted) ARTICLE 1 GENERAL PROVISIONS § 1.1 Basic Definitions § 1.1.1 The Contract Documents The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other Conditions), as revised, Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement, and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive, or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include the advertisement or invitation to bid, Instructions to Bidders, sample forms, other information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor's bid or proposal, or portions of Addenda relating to bidding or proposal requirements. § 1.1.2 The Contract The Contract Documents form the Contract. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants, (2) between the Owner and a Subcontractor or a Sub -subcontractor, (3) between the Owner and the Architect or the Architect's consultants, or (4) between any persons or entities other than the Owner and the Contractor. § 1.1.3 The Work The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by the Contractor to fulfill the Contractor's obligations under the Contract Documents. The term "perform," however conjugated, also means "provide" and "supply". The Work might constitute the whole or a part of the Project. § 1.1.4 The Project The Project is the total construction of which the Work performed under the Contract Documents might be the whole or a part and which may include construction by the Owner and by Separate Contractors. § 1.1.5 The Drawings The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules, and diagrams. § 1.1.6 The Specifications The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, systems, standards and workmanship for the Work, and performance of related services. § 1.1.7 Instruments of Service Instruments of Service are the Drawings, Specifications and other documents or representations, in any medium of expression now known or later developed, of the tangible and intangible creative work performed by the Architect and the Architect's consultants, or other design professionals, to describe and define the Work. Instruments of Service might include, without limitation, studies, surveys, models, sketches, drawings, specifications, and other similar materials. (Paragraphs deleted) § 1.1.8 Contractor Parties As used in the Contract Documents, the term "Contractor Parties" means and includes the Contractor, its Subcontractors, Sub -subcontractors (each as defined in Article 5 below), and suppliers, and anyone directly or indirectly employed, retained or contracted by any of them or anyone for whose acts any of them is responsible or liable. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 3 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for t resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 1.1.9 Laws As used in the Contract Documents, the terms "Law" and "Laws" mean and include all federal, state and local laws, statutes, codes, ordinances, orders, rules, regulations and requirements that have been duly authorized and are currently in effect or hereinafter enacted, including judicial opinions and precedential authority in the applicable jurisdiction, and environmental laws, rules and regulations relating to life safety, the Fair Housing Act, and the Americans with Disabilities Act, that are applicable to the Contractor Parties, the Contract, the Work and the Project. § 1.2 Correlation and Intent of the Contract Documents § 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper performance and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required consistent with the Contract Documents and reasonably inferable from them as being necessary or appropriate to produce the indicated results. In the event of a conflict or ambiguity between the Contract Documents, the more stringent (i.e. the most expensive) requirement shall control. If there is any inconsistency in the Drawings or between the Drawings and the Specifications, unless otherwise ordered in writing by Owner or Architect, the Contractor shall provide the better quality of, or the greater quantity of Work. § 1.2.1.1 The invalidity of any provision of the Contract Documents shall not invalidate the Contract or its remaining provisions. If it is determined that any provision of the Contract Documents violates any Law, or is otherwise invalid or unenforceable, then that provision shall be revised to the extent necessary to make that provision legal and enforceable. In such case the Contract Documents shall be construed, to the fullest extent permitted by Law, to give effect to the parties' intentions and purposes in executing the Contract. § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. § 1.2.4 DISCREPANCIES AND CONFLICTS In the event of a discrepancy or conflict within or between any of the Contract Documents, the following Contract Documents take precedence and apply in the following order: .1 the Agreement and these General Conditions govern over all other Contract Documents; .2 unless otherwise stated in the Specifications, the Specifications govern over Drawings; .3 Drawings of larger scale govern over those of smaller scale; .4 figured dimensions shown on a Drawing govern even though they differ from dimensions scaled on the Drawing; .5 descriptive writings govern over legends indicating material or conditions; and .6 the provision or interpretation resulting in the greater quantity and quality of Work or materials shall prevail. § 1.3 Capitalization Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles, or (3) the titles of other documents published by the American Institute of Architects. § 1.4 Interpretation In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. When used in the Contract Documents, unless the context clearly dictates otherwise, the singular includes the plural, and vice versa, and the disjunctive "or" includes the conjunctive "and," and vice versa. § 1.5 Ownership and Use of Drawings, Specifications, and Other Instruments of Service § 1.5.1 The Instruments of Service, including the Drawings and Specifications, are the property of their respective owners, who retain all common law, statutory, and other reserved rights in their Instruments of Service, including copyrights. The Contractor, Subcontractors, Sub -subcontractors, and suppliers shall not own or claim a copyright in Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 4 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of any copyrights or other reserved rights. § 1.5.2 The Contractor, Subcontractors, Sub -subcontractors, and suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for performance of the Work. All copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor, Subcontractors, Sub -subcontractors, and suppliers may not use the Instruments of Service on other projects or for additions to the Project outside the scope of the Work without the specific written consent of the owners of such Instruments of Service. § 1.6 Notice § 1.6.1 Except as otherwise provided in Section 1.6.2, where the Contract Documents require one party to notify or give notice to the other party, such notice shall be provided in writing to the designated representative of the party to whom the notice is addressed and shall be deemed to have been duly served if delivered in person, by mail, by reputable overnight delivery service providing proof of delivery (e.g., FedEx, UPS, DHL), or by electronic transmission (electronic mail). § 1.6.2 Notice of Claims as provided in Section 15.1.3 shall be provided in writing and shall be deemed to have been duly served only if delivered to the designated representative of the party to whom the notice is addressed by certified or registered mail, or by reputable overnight delivery service providing proof of delivery (e.g., FedEx, UPS, DEL), or by electronic transmission (electronic mail); provided, however, that any Claim sent to Owner via email shall be included in the report described in § 1.6.3 hereinbelow. § 1.6.3 Contractor shall maintain a record of notices provided under Article 1.6.2 and provide Owner a report detailing such notices no less than monthly. § 1.7 Digital Data Use and Transmission The parties may agree upon protocols governing the transmission and use of Instruments of Service or any other information or documentation in digital form. (Paragraphs deleted) ARTICLE 2 OWNER § 2.1 General § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's designated representative, as appropriate. The term "Owner Parties" means the Owner and its officers, directors, managers, governors, members, partners, limited partners, shareholders, agents, employees, or affiliated entities of any of them. § 2.1.2 The Owner shall furnish to the Contractor, within fifteen days after receipt of a written request, information reasonably necessary and relevant for the Contractor to evaluate, give notice of, or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein. § 2.2 Evidence of the Owner's Financial Arrangements § 2.2.1 Prior to commencement of the Work and upon written request by the Contractor, the Owner shall furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. The Contractor shall have no obligation to commence the Work until the Owner provides such evidence. If commencement of the Work is delayed under this Section 2.2.1, the Contract Time shall be extended appropriately. § 2.2.2 Following commencement of the Work and upon written request by the Contractor, the Owner shall furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract only if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 5 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA (2) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due; or (3) a change in the Work materially increases the Contract Sum. If the Owner fails to provide such evidence within 21 days of the Contractor's written request, the Contractor may stop the Work following written notice to the Owner that the Work will be stopped. If the Work is stopped under this Section 2.2.2, the Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's necessary and documented costs of shutdown and start up. § 2.2.3 After the Owner furnishes evidence of financial arrangements under this Section 2.2, the Owner may materially vary such financial arrangements with prior notice to the Contractor. § 2.2.4 Where the Owner has designated information furnished under this Section 2.2 as "confidential," the Contractor shall keep the information confidential and shall not disclose it to any other person. However, the Contractor may disclose "confidential" information, after seven (7) days' notice to the Owner, where disclosure is required by law, including a subpoena or other form of compulsory legal process issued by a court or governmental entity, or by court or arbitrator(s) order. The Contractor may also disclose "confidential" information to its employees, consultants, sureties, Subcontractors and their employees, Sub -subcontractors, and others who need to know the content of such information solely and exclusively for the Project and who agree to maintain the confidentiality of such information. § 2.3 Information and Services Required of the Owner § 2.3.1 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.3.2 The Owner has retained an architect lawfully licensed or registered to practice architecture, or an entity lawfully practicing architecture, in the jurisdiction where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number. § 2.3.3 If the employment of the Architect terminates, the Owner may employ a successor whose status under the Contract Documents shall be that of the Architect. § 2.3.4 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled to reasonably rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. The Contractor shall promptly report to the Owner and Architect if Contractor becomes aware of any conflicts, errors, or omissions in information furnished by Owner § 2.3.5 The Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness so as not to delay the progress of the Work. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Contractor's performance of the Work with reasonable promptness so as not to delay the progress of the Work after receiving the Contractor's written request for such information or services. § 2.3.6 Unless otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. At the Contractor's request and solely for the Contractor's convenience, such documents may be furnished in an electronic form to (1) a commercial printer solely for the purpose of making reproductions, at the Contractor's expense, pursuant to Section 1.5.2, or (2) the Contractor solely for use in performance of the Work. The Contractor acknowledges that discrepancies could exist between the printed and sealed documents and the electronic form of such documents, and that the printed and sealed documents govern in the event of such discrepancies. § 2.4 Owner's Right to Stop the Work If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 6 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Section 6.1.3. The Owner's failure to stop the Work shall not in any way limit or otherwise modify the Contractor's obligations to perform the Work in accordance with the Contract Documents. The foregoing rights of the Owner shall be in addition to those rights set forth in Article 14 herein and any other rights of Owner in law or equity. Any written order to the Contractor to stop the Work for nonconformance to the Contract Documents shall not provide cause for extension of the time to complete the work according to Article 8. § 2.5 Owner's Right to Carry Out the Work If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a five-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such default or neglect by whatever reasonable method the Owner deems expedient. Upon such action by the Owner, the Owner or Architect may, pursuant to Section 9.5.1, withhold or nullify a payment or Certificate for Payment in whole or in part, to the extent reasonably necessary to reimburse the Owner for the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services including a 4% markup on all associated costs made necessary by such default, neglect, or failure. If current and future payments are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner upon demand. If the Contractor disagrees with the actions of the Owner or the Architect, or the amounts claimed as costs to the Owner, the Contractor may file a Claim pursuant to Article 15. § 2.6 EXTENT OF OWNER RIGHTS § 2.6.1 The rights stated in this Article 2 and elsewhere in the Contract Documents are cumulative and not in limitation of any rights of the Owner (i) granted in the Contract Documents, (ii) at law, or (iii) in equity. § 2.6.2 In no event shall the Owner have control over, charge of, or any responsibility for construction means, methods, techniques, sequences, or procedures or for safety precautions and programs in connection with the Work, notwithstanding any of the rights and authority granted the Owner in the Contract Documents. § 2.7 OWNER'S RIGHT TO AUDIT § 2.7.1 The Contractor's records, which shall include but not be limited to accounting records, subcontractor files (including proposals of successful bidders), original estimates, estimating work sheets, correspondence, electronic files, schedules, change order files (including documentation covering negotiated settlements), and any other supporting documents related to Contractor's Work on the Project (all foregoing hereinafter referred to as "records") and shall be open to inspection and subject to audit, during normal working hours, by Owner's agent or its authorized representative to the extent necessary to adequately permit evaluation and verification of any invoices, payments or claims submitted by the Contractor or any of his payees. Such records subject to examination shall also include, but not be limited to, those records necessary to evaluate and verify direct costs as they may apply to costs associated with this Contract. ARTICLE 3 CONTRACTOR § 3.1 General § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the jurisdiction where the Project is located. The Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contractor or the Contractor's authorized representative. Contractor's representative, as well as Contractor's Project Manager, Superintendent, Project Engineer, and Assistant Superintendent, shall be subject to Owner's approval, and once approved, shall not be removed or changed without prior notice to Owner and Owner's approval of the proposed substitute. All costs incurred by Owner to find a suitable replacement as a result of an unauthorized substitution shall be paid by the Contractor. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents and in a good and workmanlike manner. § 3.1.3 The Contractor shall not be relieved of its obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 7 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 3.1.4 As an inducement for the Owner to enter the Contract, the Contractor represents, warrants, and agrees that: .1 it is financially solvent and able to pay all debts as they mature, and it possesses sufficient working capital to complete the Work, pay all costs associated therewith, and timely and fully perform all obligations in the Contract Documents; .2 it is able to provide the services, tools, materials, supplies, equipment, labor, and other items required to complete the Work and timely and fully perform its obligations in the Contract Documents; .3 it is authorized to do business in the state, county and city in which the Project is located, and it is properly licensed or registered as necessary by or with all governmental and public and quasi -public authorities having jurisdiction over the Contractor, the Work, and the Project; and .4 it possesses a high level of experience, expertise, and competence in the business of administration, construction, construction management, and superintendence of projects of the size, complexity, and nature of this Project, and will perform the Work with the care, skill, and diligence of such a contractor. § 3.1.5 The Contractor is an independent contractor and is not an employee, agent, representative, or servant of any of the Owner Parties or Architect and does not carry any responsibility for the design of the Project except as specifically required in the Contract Documents, including but not limited to fire suppression system(s), retaining walls, pool, low voltage, carports, and other systems, materials, and equipment as described in Section 3.12.10.1 herein. The Contract Documents do not establish an employer -employee relationship between the Owner and Contractor. All amounts the Contractor is required to pay its workers and employees in any jurisdiction, including compensation and benefits, are the sole responsibility of the Contractor. § 3.2 Review of Contract Documents and Field Conditions by Contractor § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with observable local conditions under which the Work is to be performed, including, without limitation, (i) the location, condition, layout, and nature of the Project site and surrounding areas, (ii) generally prevailing climatic conditions, (iii) anticipated labor supply and costs, (iv) availability and cost of materials, tools, and equipment and correlated personal observations with requirements of the Contract Documents. The Owner assumes no responsibility or liability for the safety of the Project site. Except as set forth in Section 10.3, as between Owner and Contractor, the Contractor shall be solely responsible for providing a safe place for the performance of the Work. The Owner shall not be required to make any adjustment in either the Contract Sum or the Contract Time in connection with any failure by the Contractor or any Subcontractor to have complied with the requirements of this Section 3.2.1. § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.3.4, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. The Contractor is responsible for ascertaining correct dimensions and materials, and shall not ascertain dimensions by scaling drawings other than for purposes of providing the Guaranteed Maximum Price. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with any applicable standards or Laws, but, if a discrepancy or conflict within or between any of the Contract Documents and any applicable standards or Laws becomes known to the Contractor, the Contractor shall, before proceeding with any portion of the Work affected, promptly report such discrepancy or conflict to the Architect, who shall determine the appropriate Work in accordance with the Contract Documents in consultation with the Owner. § 3.2.4 If the Contractor intends to seek additional cost or time because of clarifications or instructions the Architect issues in response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or 3.2.3, the Contractor shall submit Claims as provided in Article 15. If the Contractor fails to report an error, inconsistency, omission, nonconformity, discrepancy or conflict that it should have recognized in its performance of the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 8 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents, or for discrepancies or conflicts within or between any of the Contract Documents and any applicable standards or Laws unless the Contractor recognizes such error, inconsistency, omission or difference and knowingly failed to report it to the Architect. § 3.3 Supervision and Construction Procedures § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences, and procedures, and for coordinating all portions of the Work under the Contract. If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences, or procedures, the Contractor shall evaluate the jobsite safety thereof and shall be solely responsible for the jobsite safety of such means, methods, techniques, sequences, or procedures. If the Contractor determines that such means, methods, techniques, sequences or procedures might not be safe, the Contractor shall give timely notice to the Owner and Architect, and shall propose alternative means, methods, techniques, sequences, or procedures to the Owner and Architect. The Architect shall evaluate the proposed alternative solely for conformance with the design intent for the completed construction. Unless the Owner or Architect objects to the Contractor's proposed alternative, the Contractor shall perform the Work using its alternative means, methods, techniques, sequences, or procedures. § 3.3.2 As between Owner and Contractor, the Contractor shall be responsible to the Owner for acts and omissions of the Contractor Parties, and all other persons or entities performing portions of the Work for, or on behalf of, any of the Contractor Parties. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.3.4 The Contractor shall review all specified or recommended construction and installation procedures applicable to the Work, including those recommended by manufacturers and suppliers, and shall promptly report to the Owner and Architect any objections the Contractor has to such procedures and advise the Owner and Architect if any procedure deviates from good construction practice or might adversely affect or invalidate any warranty or guarantee. § 3.3.5 Inspection of the progress, quantity, or quality of the Work done by the Owner, any Owner's representative, any governmental agency, or the Architect, or any inspector, shall not relieve the Contractor of any responsibility for the compliance of the Work with the Contract Documents. No supervision or inspection by the Owner's representative, nor the authority to act nor any other actions taken by the Owner's representative shall relieve the Contractor of any of its obligations under the Contract Documents. § 3.4 Labor and Materials § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper performance and Final Completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work approved by the Architect in accordance with Section 3.12.8 or ordered by the Architect in accordance with Section 7.4, the Contractor may make substitutions only with the written consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. If the Contractor desires to submit an alternate product or method in lieu of what has been specified or shown in the Contract Documents, the Contractor shall follow the requirements for substitutions outlined in the Specifications. If there are no substitution procedures outlined in the Specifications, then the Contractor must submit to the Architect and the Owner a full explanation of the proposed substitution and submittal of all supporting data, including technical information, catalog cuts, warranties, test results, installation instructions, operating procedures, and other like information necessary for a complete evaluation of the substitution. § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor Parties. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. Upon the Owner's request, the Contractor shall immediately remove from the Project any person the Owner reasonably Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 9 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA considers to be incompetent or disposed to be disorderly, or for any other reason unsatisfactory or undesirable to the Owner, and that person shall not again be employed on the Project without the written consent of the Owner. § 3.5 Warranty § 3.5.1 The Contractor warrants to the Owner: (1) that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise; (2) that the Work will conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit; (3) that the Work will be done in accordance with the Contract Documents; (4) that all products are installed per the manufacturer's instructions, and in such a way that the manufacturer's warranties are preserved, including the use of a manufacturer -certified installer, if required by the manufacturer. The Contractor represents and warrants to the Owner that its materials and workmanship, including without limitation, construction means, methods, procedures and techniques necessary to perform the Work, use of materials, selection of equipment and requirements of product manufacturers are and shall be consistent with: (i) good and sound practices within the construction industry; (ii) generally prevailing and accepted industry standards applicable to the Work; (iii) requirements of any warranties applicable to the Work subject to Paragraph 3.2.3. Work, materials, and equipment not conforming to these requirements, including substitutions not properly approved by the Owner in writing, may be considered defective, and promptly after written notification shall be repaired or replaced by Contractor. The Contractor's warranty excludes remedy for damage or defect caused by anyone other than the Contractor Parties, including abuse, alterations to the Work, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. § 3.5.2 All material, equipment, or other special warranties and guarantees required by the Contract Documents or otherwise applicable to the Work shall be issued in the name of the Owner, or shall be transferred or assigned to the Owner, and shall commence in accordance with Section 9.8.4. The Contractor shall ensure that such warranties and guarantees are freely assignable by the Owner in the same manner as the Contract under Section 13.2. The Contractor shall perform the Work in a manner that does not adversely affect or invalidate any warranties or guarantees. The Contractor shall include a provision similar to this Section 3.5 in all contracts with Subcontractors and suppliers, and require that all Subcontractors and suppliers include a similar provision in all contracts with Sub -subcontractors. § 3.6 Taxes The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted as of the date of the Agreement, whether or not yet effective or merely scheduled to go into effect. The Contractor shall work with the Owner to reduce project taxes where possible in accordance with applicable Law. All tax savings shall be retained by, returned to, or otherwise benefit the Owner. § 3.7 Permits, Fees, Notices and Compliance with Laws § 3.7.1 Except as set forth in Section 2.2.2, the Contractor shall secure, pay for, and, as soon as practicable, furnish the Owner with copies or certificates of all trade permits and fees, licenses, and inspections necessary for the proper execution and completion of the Work, including without limitation, all building trade permits. All connection charges, assessments, or inspection fees as may be imposed by any municipal agency or utility company are included in the Contract Sum and shall be the Contractor's responsibility. § 3.7.2 The Contractor Parties and the Work shall comply with and give all notices required by applicable Laws. § 3.7.3 If any of the Contractor Parties performs Work that it knows or reasonably should know to be contrary to applicable Laws, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction and damages resulting therefrom. § 3.7.4 Concealed or Unknown Conditions If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature that were not known at the time of entering into the Agreement or were not reasonably discoverable with reasonable and customary due diligence of the Contractor and that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than seven days after first observance of the conditions. If the Contractor suspends any Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 10 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA operations or is delayed or impacted based on such concealed or unforeseen conditions, the Contractor shall provide prompt written notice (within one (1) business day) to the Owner and Architect. The Architect and Owner will promptly investigate such conditions and, if the Owner determines that they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend that an equitable adjustment, if requested and appropriate, be made in the Contract Sum or Contract Time, or both, as further set forth in Section 3.7.4.1. If the Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or that no change in the terms of the Contract is justified, the Owner shall promptly notify the Contractor of its determination in writing, stating the reasons. If the Contractor disputes the Owner's determination or recommendation, the Contractor may submit a Claim as provided in Article 15. § 3.7.4.1 If the Owner determines an equitable adjustment is appropriate under Section 3.7.4, and if the Contractor has complied with the notice requirements under that section, then the Contract Sum shall be adjusted by Change Order to the extent: (1) the Cost of the Work (excluding General Conditions Costs) increases as a result of such conditions; and (2) the General Conditions Costs increase as a result of such conditions, but only to the extent that the Substantial Completion Date has been delayed. In no event shall the Contractor be entitled to an increase in the Contract Sum for any additional costs relating to a delay in performance because of such conditions described in this Section 3.7.4 (e.g., General Conditions Costs, including "standby costs," or the Contractor's Fee related thereto), unless: (1) such delay causes the Contractor to complete the entire Work, or designated portion thereof, beyond the applicable Substantial Completion Date, and (2) the Contractor complies with the notice requirements in Section 15.1.2. In such event, the Contractor shall be entitled only to the additional General Conditions Costs actually incurred and arising directly from the delay and only to the extent the additional General Conditions Costs cause the Contract Sum to be exceeded. § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and immediately shall notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take action to obtain governmental authorization required to resume the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner in writing but shall continue with all other operations that do not affect those remains or features. Any requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features shall be made as provided in Article 15. § 3.8 Allowances § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents, .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit, and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances; and .3 whenever costs are more than or less than allowances, and the Owner has given prior written approval to incur such costs if they are more than the allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in Contractor's costs under Section 3.8.2.2. § 3.8.3 Materials and equipment to be provided under an allowance shall be selected by the Owner with reasonable promptness so as not to delay the progress of the Work. § 3.9 Superintendent and Project Managers § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work and able to communicate effectively with all Project participants. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. The Owner shall have the right to approve such superintendents and assistants in advance. Additionally, the Contractor shall employ a competent safety professional (who may or may not be the superintendent) and necessary assistants. The safety professional shall enforce all applicable construction Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 11 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA safety standards, including any social distancing or other related guidelines to limit exposure to airborne illnesses (such as any strains of the Coronavirus), develop a progressive discipline program, monitor employee safety compliance, and document safety violations. Important communications shall be confirmed in writing. § 3.9.2 The Contractor, as soon as practicable after award of the Contract, shall notify the Owner and Architect of the name and qualifications of a proposed superintendent if different than originally proposed. Within 14 days of receipt of the information, the Owner or Architect may notify the Contractor, stating whether the Owner or the Architect (1) has reasonable objection to the proposed superintendent or (2) requires additional time for review. Failure of the Owner or Architect to provide notice within the 14-day period shall constitute notice of no reasonable objection. Such superintendent shall be experienced, competent and capable in reading and understanding the Contract Documents and must be capable of effectively communicating in the necessary language(s) with its personnel and the personnel of all Subcontractors and Sub -subcontractors. § 3.9.3 The Contractor shall not employ a proposed superintendent or project manager or key personnel to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not remove, change, or replace the superintendent or project manager or key personnel, or reassign such personnel to other projects in a manner that affects their ability to perform their duties on the Project, without the Owner's prior written consent, which shall not unreasonably be withheld or delayed. In the event any employee, agent, or consultant of any of the Contractor Parties fails to properly perform or otherwise hinders the Project's progress, the Contractor shall replace such person or entity as reasonably requested by the Owner in writing. § 3.10 Contractor's Construction and Submittal Schedules § 3.10.1 The Contractor, promptly after being awarded, and in no event later than 7 days after execution of the Contract, shall submit for the Owner's and Architect's written approval a Contractor's construction schedule for the Work. The schedule shall contain detail appropriate for the Project, including (1) the date of commencement of the Work, interim schedule milestone dates, and the dates of Substantial Completion and Final Completion; (2) an apportionment of the Work by construction activity; and (3) the time required for completion of each portion of the Work. The schedule shall provide for the orderly progression of the Work to completion and shall not exceed time limits current under the Contract Documents. Upon notice to and written consent of the Owner and Architect, the schedule may be revised at appropriate intervals as required by the conditions of the Work and Project. § 3.10.1.1 The Contractor shall prepare and distribute an excerpt from the progress schedule setting forth the Work activities for the next three weeks and provide to Owner and A/E at each project progress meeting. § 3.10.2 The Contractor, promptly after executing the Contract and thereafter as necessary to maintain a current submittal schedule, shall submit a submittal schedule for the Owner's and Architect's written approval. The Owner's and Architect's approval shall not be unreasonably delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule, and (2) allow the Owner and Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, or fails to provide submittals in accordance with the approved submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to and approved by the Owner and Architect. § 3.10.4 The construction schedule shall be a detailed precedence -style critical path method ("CPM") schedule in a format satisfactory to the Owner that shall (i) provide a graphic representation of all activities and events that will occur during performance of the Work; (ii) identify each phase of construction and occupancy; and (iii) set forth dates that are critical in ensuring the timely and orderly completion of the Work in accordance with the requirements of the Contract Documents (hereinafter referred to as the "Milestone Date"). Upon review and acceptance by the Owner of the Milestone Dates, the construction schedule shall be deemed part of the Contract Documents. If not accepted, the construction schedule shall be promptly revised by the Contractor in accordance with the recommendations of the Owner and resubmitted for acceptance. The Contractor shall monitor the progress of the Work for conformance with the requirements of the construction schedule and shall promptly advise the Owner of any delays or potential delays. The accepted construction schedule shall be updated to reflect actual conditions as set forth in section 3.10.1 or if requested by the Owner. In the event any progress report indicates any delays, the Contractor shall propose an affirmative plan to correct the delay, including overtime and/or additional labor, if necessary. In no event shall any Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 12 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA progress report constitute an adjustment in the Contract Time, any Milestone Date, or the Contract Sum unless any such adjustment is agreed to by the Owner and authorized pursuant to a Change Order. § 3.10.5 In the event the Owner determines that the performance of the Work, as of a Milestone Date, has not progressed or reached the level of completion required by the Contract Documents, the Owner shall have the right to order the Contractor to take corrective measures necessary to expedite the progress of construction, including without limitation, (i) working additional shifts or overtime, (ii) supplying additional manpower, equipment, and facilities. Such measures may so continue until the progress of the Work complies with the stage of completion required by the Contract Documents, and the Owner shall not incur any additional expenses required to exercise such corrective measures except to the extent that the performance of the Work has not reached the level of completion due to events caused by Owner or those entities for whom the Owner is responsible. The Owner's right to require such measures is solely for the purpose of ensuring the Contractor's compliance with the construction schedule. § 3.11 Documents and Samples at the Site The Contractor shall make available, at the Project site, the Contract Documents, including Change Orders, Construction Change Directives, and other Modifications, in good order and marked currently to indicate as -built conditions, field changes and selections made during construction, and the approved Shop Drawings, Product Data, Samples, and similar required submittals. These shall be in electronic form or paper copy, available to the Architect and Owner, and delivered to the Architect for submittal to the Owner upon Final Completion of the Work as a record of the Work as constructed. Delivery of such documents is a condition precedent to the Architect's certification of the final Application of Payment § 3.12 Shop Drawings, Product Data and Samples § 3.12.1 Shop Drawings are drawings, diagrams, schedules, and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier, or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams, and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment, or workmanship, and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Data, Samples, and similar submittals are not Contract Documents. Their purpose is to demonstrate how the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve, and submit to the Architect, Shop Drawings, Product Data, Samples, and similar submittals required by the Contract Documents, in accordance with the submittal schedule approved by the Owner and Architect or, in the absence of an approved submittal schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of Separate Contractors. § 3.12.6 By submitting Shop Drawings, Product Data, Samples, and similar submittals, the Contractor represents to the Owner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents, provided that, in making such representations, Contractor is relying on the Architect's coordination of the material elements of all the various Contract Documents. § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples, or similar submittals, until the respective submittal has been approved by the Architect. Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 13 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from the requirements of the Contract Documents by the Owner's or Architect's approval of Shop Drawings, Product Data, Samples, or similar submittals, unless the Contractor has specifically notified the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work, (2) a Change Order authorizes the deviation, or (3) a Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples, or similar submittals, by the Owner's or Architect's approval thereof. § 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples, or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice, the Architect's approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. The Contractor shall not be required to provide professional services in violation of applicable Law. § 3.12.10.1 If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall be entitled to rely upon the adequacy and accuracy of the performance and design criteria provided in the Contract Documents but shall promptly notify the Owner and Architect upon its discovery of any inadequacy in such criteria. The Contractor shall cause such services or certifications to be provided by an appropriately licensed or registered design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Shop Drawings, and other submittals related to the Work, designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy and accuracy of the services, certifications, and approvals performed or provided by such design professionals, provided the Owner and Architect have specified to the Contractor the performance and design criteria that such services must satisfy. Pursuant to this Section 3.12.10, the Architect will review and approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. § 3.12.10.2 If the Contract Documents require the Contractor's design professional to certify that the Work has been performed in accordance with the design criteria, the Contractor shall furnish such certifications to the Owner and Architect at the time and in the form specified by the Architect. § 3.13 Use of Site The Contractor shall confine operations at the site to areas permitted by applicable Laws and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. If there are ongoing operations of the Owner at the site, the Contractor shall conduct the Work in a manner that minimizes or eliminates any adverse impact on the operations. § 3.14 Cutting and Patching § 3.14.1 The Contractor shall be responsible for cutting, fitting, or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting, or patching shall be restored to the condition existing prior to the cutting, fitting, or patching, unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or Separate Contractors by cutting, patching, or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter construction by the Owner or a Separate Contractor except with written consent of the Owner and of the Separate Contractor. Consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold, from the Owner or a Separate Contractor, its consent to cutting or otherwise altering the Work. Init. AIA Document A201 — 2017. Copyright O@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 14 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 3.15 Cleaning Up § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials and rubbish caused by operations under the Contract. At Substantial Completion and again at Final Completion of the Work, the Contractor shall remove waste materials, rubbish, the Contractor's tools, construction equipment, machinery, and surplus materials from and about the Project. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents or as otherwise reasonably directed by the Owner, the Owner may do so and the Owner shall be entitled to prompt reimbursement from the Contractor upon demand, or a deduction in any amounts owed to the Contractor. § 3.15.3 Upon completion of the Work, and prior to final approval by Owner, the Contractor shall thoroughly clean all Work, remedy any defects and leave the Project in good condition. Specifically, ceiling and wall surfaces, floors, windows and door frames, hardware, metalwork, and interior surfaces of glass shall be thoroughly cleaned. § 3.16 Access to Work The Contractor shall provide the Owner and Architect with access to the Work in preparation and progress wherever located. § 3.17 Royalties, Patents and Copyrights The Contractor shall pay all royalties and license fees. THE CONTRACTOR SHALL DEFEND SUITS OR CLAIMS FOR INFRINGEMENT OF COPYRIGHTS AND PATENT RIGHTS AND SHALL INDEMNIFY HOLD THE OWNER AND ARCHITECT HARMLESS FROM LOSS AND EXPENSE (INCLUDING ATTORNEYS' FEES) ON ACCOUNT THEREOF, but shall not be responsible for defense or loss when a particular design, process, or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications, or other documents prepared by the Owner or Architect. However, if an infringement of a copyright or patent is discovered by, or made known to, the Contractor, it shall promptly notify the Owner and Architect, and the Contractor shall be responsible for all resulting loss and expense (including attorneys' fees) unless the information is promptly furnished to the Owner and Architect. § 3.18INDEMNIFICATION § 3.18.1 INDEMNITY — OTHER THAN EMPLOYEE PERSONAL INJURY CLAIMS. TO THE FULLEST EXTENT PERMITTED BY LAW, CONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS OWNER, AND ITS AFFILIATED ENTITIES, INCLUDING ANY PARENT COMPANY AND SUBSIDIARIES, AND THEIR OFFICERS, PARTNERS, SHAREHOLDERS, MEMBERS, CONSULTANTS, AGENTS, EMPLOYEES, SUCCESSORS, AND ASSIGNS (THE "INDEMNIFIED PARTIES" OR "INDEMNITEES") FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR ALLEGED TO BE RESULTING FROM THE PERFORMANCE OF THIS AGREEMENT, TO THE EXTENT CAUSED BY THE NEGLIGENT OR WILLFUL ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE. CONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY, HOLD HARMLESS OR DEFEND THE INDEMNIFIED PARTIES AGAINST A CLAIM CAUSED BY THE NEGLIGENCE OR FAULT, OR THE BREACH OR VIOLATION OF A STATUTE, ORDINANCE, GOVERNMENTAL REGULATION, STANDARD, OR RULE BY AN INDEMNITEE, OR OTHER PARTY OTHER THAN CONTRACTOR OR ITS AGENT, EMPLOYEE, OR SUBCONTRACTOR OF ANY TIER. § 3.18.2 INDEMNITY — EMPLOYEE PERSONAL INJURY CLAIMS. TO THE FULLEST EXTENT PERMITTED BY LAW, CONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE INDEMNIFIED PARTIES AND SHALL ASSUME ENTIRE RESPONSIBILITY AND LIABILITY (OTHER THAN AS A RESULT OF AN INDEMNIFIED PARTY'S SOLE OR GROSS NEGLIGENCE) FOR ANY CLAIM OR ACTION BASED ON OR ARISING OUT OF THE PERSONAL INJURY, INCLUDING THE DEATH, OF ANY EMPLOYEE OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY SUB -SUBCONTRACTOR, OR OF ANY OTHER ENTITY FOR WHOSE ACTS THEY MAY BE LIABLE, WHICH OCCURRED OR WAS ALLEGED TO HAVE OCCURRED ON THE PROJECT SITE OR IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS AGREEMENT. CONTRACTOR HEREBY INDEMNIFIES THE INDEMNIFIED PARTIES EVEN TO THE EXTENT THAT SUCH PERSONAL INJURY WAS CAUSED OR ALLEGED TO HAVE BEEN CAUSED BY THE Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 15 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA COMPARATIVE OR CONCURRENT NEGLIGENCE OF ANY INDEMNIFIED PARTY. THIS INDEMNIFICATION SHALL NOT BE LIMITED TO DAMAGES, COMPENSATION, OR BENEFITS PAYABLE UNDER INSURANCE POLICIES, WORKERS COMPENSATION ACTS, DISABILITY BENEFITS ACTS, OR OTHER EMPLOYEES BENEFIT ACTS. § 3.18.3 THE CONTRACTOR'S INDEMNITY OBLIGATIONS UNDER THIS SECTION 3.18 SHALL ALSO SPECIFICALLY INCLUDE, WITHOUT LIMITATION, ALL FINES, PENALTIES, DAMAGES, LIABILITY, COSTS, EXPENSES (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS' FEES) ARISING OUT OF, OR IN CONNECTION WITH, ANY (I) VIOLATION OF OR FAILURE TO COMPLY WITH ANY LAW, STATUTE, ORDINANCE, RULE, REGULATION, CODE OR REQUIREMENT OF A PUBLIC AUTHORITY THAT BEARS UPON THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, A SUBCONTRACTOR, OR ANY PERSON OR ENTITY FOR WHOM EITHER IS RESPONSIBLE, (II) MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF EXECUTION OR PERFORMANCE OF THE WORK, AND (III) FAILURE TO SECURE AND PAY FOR PERMITS, FEES, APPROVALS, LICENSES, AND INSPECTIONS AS REQUIRED UNDER THE CONTRACT DOCUMENTS, OR ANY VIOLATION OF ANY PERMIT OR OTHER APPROVAL OF A PUBLIC AUTHORITY APPLICABLE TO THE WORK, BY THE CONTRACTOR, A SUBCONTRACTOR, OR ANY PERSON OR ENTITY FOR WHOM EITHER IS RESPONSIBLE. § 3.18.5 IF ANY DEFENSE OR INDEMNITY OBLIGATION OF THE CONTRACTOR UNDER THIS SECTION 3.18 OR ELSEWHERE IN THE CONTRACT IS HELD TO BE UNENFORCEABLE, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE INDEMNIFIED PERSONS AND ENTITIES TO THE FULLEST EXTENT PERMITTED BY LAW. FURTHER, THE CONTRACTOR'S LIABILITY RESULTING FROM ITS DEFENSE AND INDEMNITY OBLIGATIONS UNDER THE CONTRACT SHALL NOT BE LIMITED OR AFFECTED IN ANY WAY BY INSURANCE COVERAGE OR LACK THEREOF. ARTICLE 4 ARCHITECT § 4.1 General § 4.1.1 The Architect is the person or entity retained by the Owner pursuant to Section 2.3.2 and identified as such in the Agreement. § 4.1.2 Duties, responsibilities, and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified, or extended without written consent of the Owner, and Architect. Consent shall not be unreasonably withheld. § 4.2 Administration of the Contract § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner's representative during construction until the date the Architect issues the Certificate of Final Completion and final Certificate for Payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction, or as otherwise agreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. The Architect will not have control over, charge of, or responsibility for the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and promptly report to the Owner (1) known deviations from the Contract Documents, (2) known deviations from the most recent construction schedule submitted by the Contractor and approved by the Owner and Architect, and (3) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Init. AIA Document A201 — 2017. Copyright @O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 16 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Contract Documents. The Architect will not have control over or charge of, and will not be responsible for acts or omissions of, any of the Contractor Parties. § 4.2.4 Communications The Contractor shall include the Architect in all communications that relate to or affect the Architect's services or professional responsibilities. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and suppliers shall be through the Contractor. Communications by and with Separate Contractors shall be through the Owner. The Contract Documents may specify other communication protocols. § 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts as the Architect determines are properly due, or notify the Owner and Contractor in writing of the Architect's reasons for withholding certification in whole or in part. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.4.2 and 13.4.3, whether or not the Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Owner or Architect to any of the Contractor Parties. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor's submittals such as Shop Drawings, Product Data, and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Owner and Architect or, in the absence of an approved submittal schedule, with reasonable promptness while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5, and 3.12. The Architect's review shall not constitute approval of safety precautions or of any construction means, methods, techniques, sequences, or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may order minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of Final Completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner's review and records, written warranties, guarantees, manuals, and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10; and issue a Certificate of Final Completion and a final Certificate for Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more Project representatives to assist in carrying out the Architect's responsibilities at the site. The Owner shall notify the Contractor of any change in the duties, responsibilities and limitations of authority of the Project representatives. § 4.2.11 The Architect will interpret and advise the Owner or Contractor, as applicable, with respect to matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either, and will not be liable for results of interpretations rendered in good faith. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 17 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 4.2.13 The Architect's interpretations on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents, and if approved by Owner. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS AND SUPPLIERS § 5.1 Definitions § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a Separate Contractor or the subcontractors of a Separate Contractor. § 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect (at any tier) contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub -subcontractor. § 5.1.3 The term "supplier" means a person or entity who has a direct or indirect (at any tier) contract with the Contractor to provide materials, equipment, tools, construction equipment, machinery, water, heat, utilities, transportation or any other items or facilities in connection with the Work, and no labor. § 5.2 Award of Subcontracts and Other Contracts for Portions of the Work § 5.2.1 Unless otherwise stated in the Contract Documents, the Contractor, as soon as practicable after executing the Contract, shall notify the Owner and Architect of the persons or entities proposed for each principal portion of the Work, including those who are to furnish materials or equipment fabricated to a special design. If requested, the Contractor also shall furnish evidence satisfactory to the Owner showing that a proposed Subcontractor or Sub -subcontractor is competent, qualified, able, legally authorized, and properly licensed or registered, if necessary, to perform its portion of the Work. Within 14 days of receipt of the information, the Owner may notify the Contractor whether the Owner or the Architect (1) has reasonable objection to any such proposed person or entity or (2) requires additional time for review. § 5.2.2 The Contractor shall not contract with a proposed person or entity that is not competent, qualified, able, legally authorized, and properly licensed or registered, if necessary, to perform its portion of the Work, or to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably competent, qualified, able, legally authorized, and properly licensed or registered, if necessary, to perform its portion of the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor, person, or entity for one previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.2.5 Upon request, the Contractor shall provide the Owner copies of its contracts with Subcontractors, Sub -subcontractors and suppliers. § 5.2.6 The Contractor shall disclose the existence and extent of any financial interest, whether direct or indirect, it or any of its principals or employees has in Subcontractors or Sub -subcontractors that it proposes for this Project. The Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 18 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Contractor shall not perform any trade portion of the Work with the Contractor's own personnel, or through any entity related or affiliated with the Contractor or in which the Contractor has direct or indirect interest, ownership or control, unless the Contractor has obtained at least three bids for such portion of the Work and the Owner has agreed in writing after full written disclosure of the parties' relationship. § 5.3 Subcontractual Relations By appropriate written agreement, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work that the Contractor, by these Contract Documents, assumes toward the Owner and Architect. In addition to other specific obligations of Subcontractors under this Contract, each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies, and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement that are at variance with the Contract Documents. The Contractor shall require and assure that Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. The Owner shall have no obligation to pay, or to be responsible in any way for payment to, a Subcontractor or Sub -subcontractor unless Owner accepts assignment pursuant to Section 5.4 hereinbelow. § 5.4 Contingent Assignment of Subcontracts § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. When the Owner accepts the assignment of a subcontract agreement, the Owner assumes the Contractor's rights and subsequent obligations under the subcontract. Assignment does not relieve the Contractor of its obligations under the assigned subcontract or the Contract Documents, nor shall any assignment be deemed a waiver by the Owner of any action or claim that the Owner could assert against the Contractor. § 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, not due to any breach of contract or negligence of the Subcontractor, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension, if requested and appropriate. § 5.4.3 Upon assignment to the Owner under this Section 5.4, the Owner may further assign the subcontract to a successor contractor or other entity. § 5.4.4 The Owner shall have the right to request from any Subcontractor at any time during the course of construction, a notarized affidavit stating the amount of monies which have been paid to the Subcontractor as of any certain stipulated date. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 Owner's Right to Perform Construction and to Award Separate Contracts § 6.1.1 The term "Separate Contractor(s)" shall mean other contractors retained by the Owner under separate agreements. The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and with Separate Contractors. § 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 19 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each Separate Contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with any Separate Contractors and the Owner in reviewing their construction schedules. The Contractor shall make any revisions to its construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, Separate Contractors, and the Owner until subsequently revised. § 6.1.4 Intentionally omitted. § 6.2 Mutual Responsibility § 6.2.1 The Contractor shall afford the Owner and Separate Contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's Work depends for proper performance or results upon construction or operations by the Owner or a Separate Contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly notify the Owner and Architect of apparent discrepancies or defects in the construction or operations by the Owner or Separate Contractor that would render it unsuitable for proper performance and results of the Contractor's Work. Failure of the Contractor to notify the Owner and Architect of apparent discrepancies or defects prior to proceeding with the Work shall constitute an acknowledgment that the Owner's or Separate Contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work. The Contractor shall not be responsible for discrepancies or defects in the construction or operations by the Owner or Separate Contractor that are not apparent. § 6.2.3 The Contractor shall reimburse the Owner for costs and damages the Owner incurs that are payable to a Separate Contractor because of any of the Contractor Parties' delays, improperly timed activities or defective construction. If a Claim has been asserted in accordance with Article 15, the Owner shall be responsible to the Contractor for costs the Contractor incurs because of a Separate Contractor's delays, improperly timed activities, damage to the Work or defective construction. § 6.2.4 The Contractor shall promptly remedy damage that any of the Contractor Parties wrongfully causes to completed or partially completed construction or to property of the Owner or Separate Contractor as provided in Section 10.2.5. § 6.2.5 The Owner and each Separate Contractor shall have the same responsibilities for cutting and patching with respect to their work as are described for the Contractor in Section 3.14. § 6.3 Owner's Right to Clean Up If a dispute arises among the Contractor, Separate Contractors, and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and allocate the cost among those responsible, and the Contractor shall pay promptly and be responsible for such costs allocated to it. ARTICLE 7 CHANGES IN THE WORK § 7.1 General § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, only by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. § 7.1.2 A Change Order shall be based upon written agreement among the Owner, Contractor, and Architect. A Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor. An order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents. The Contractor shall proceed promptly with changes in the Work that have been approved in writing (email) by Owner, unless otherwise provided in the Change Order, Construction Change Directive, or order for a minor change in the Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 20 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Work. Except as permitted in Section 7.3 and Section 9.7.2, a change in the Contract Sum or the Contract Time shall be accomplished only by Change Order. § 7.2 Change Orders § 7.2.1 A Change Order is a written instrument signed by the Owner, Contractor, and Architect stating their agreement upon all of the following: .1 The change in the Work; .2 The amount of the adjustment, if any, in the Contract Sum; and .3 The extent of the adjustment, if any, in the Contract Time. § 7.2.2 Contractor's Change Order shall set forth in clear and precise detail breakdowns of labor and materials for all trades involved and the estimated impact on the dates of Substantial Completion. Contractor shall furnish supporting data as reasonably requested by Owner. Contractor shall obtain Owner's written approval prior to commencing with any changed Work. Owner shall not be liable for any costs incurred prior to Owner's written approval, except for the costs of delay, including extended General Conditions Costs, in the event of a delayed approval; provided, however Owner shall not be liable for any extended General Conditions Costs unless Contractor has notified Owner of the deadline to provide such approval. Owner shall promptly respond to Change Order requests so as not to cause delay to the Project. Owner shall promptly respond to Change Order requests so as not to cause delay to the Project. § 7.2.3 Agreement on any Change Order shall constitute a final settlement of all matters relating to the change in the Work that is the subject of the Change Order, including, but not limited to, all direct and indirect costs associated with such change and any and all adjustments to the Contract Sum and the construction schedule. § 7.3 Construction Change Directives § 7.3.1 A Construction Change Directive is a written order prepared and signed by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, the Contract Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 As provided in Section 7.3.4. § 7.3.4 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall determine the adjustment on the basis of reasonable expenditures and savings attributable to the change, including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount. In such case, and also under Section 7.3.3.3, the Contractor shall furnish an itemized estimate and keep and present, in such form as the Architect may prescribe, an itemized accounting of actual costs together with appropriate supporting data. Such estimates and accountings shall itemize services, labor; materials, equipment and all agreements to provide any significant portion of the Work. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.4 shall be limited to the following costs that are directly attributable to the change: .1 Costs of labor, including applicable payroll taxes, fringe benefits required by agreement or Law, workers' compensation insurance, and other employee costs approved by the Architect; .2 Costs of materials, supplies, and equipment, including cost of transportation, whether incorporated in the Work or delivered and suitably stored at the site for subsequent incorporation in the Work; .3 Rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 21 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA .4 Costs of premiums for all bonds and insurance, permit fees, and sales, use, or similar taxes; and .5 Costs of supervision and field office personnel. § 7.3.5 If the Contractor disagrees with the adjustment in the Contract Time, the Contractor may make a Claim in accordance with applicable provisions of Article 15. § 7.3.6 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the adjustment (or method, if any, provided in the Construction Change Directive for determining the proposed adjustment) in the Contract Sum or Contract Time. § 7.3.7 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them, whichever is applicable. Such agreement shall be effective immediately and shall be recorded as a Change Order. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, plus an amount for overhead and profit as set forth in Section 7.3.4. When both additions and credits covering related Work or substitutions are involved in a change, the amount for overhead and profit shall be adjusted on the basis of net cost decrease or increase, if any, with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, amounts not in dispute for such changes in the Work shall be included in Applications for Payment if accompanied by a Change Order indicating the parties' agreement with respect to such costs. For any portion of such costs that remains in dispute, the Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect's professional judgment, to be reasonably justified. The Architect's interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15. § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Owner and Contractor will execute a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. § 7.4 Minor Changes in the Work The Architect, after consulting with the Owner, may order minor changes in the Work that are consistent with the intent of the Contract Documents and do not involve an adjustment in the Contract Sum or an extension of the Contract Time. The Architect's order for minor changes shall be in writing. If the Contractor believes that the proposed minor change in the Work will affect the Contract Sion or Contract Time, the Contractor shall notify the Architect and shall not proceed to implement the change in the Work. If the Contractor performs the Work set forth in the Architect's order for a minor change without prior notice to the Architect that such change will affect the Contract Sum or Contract Time, the Contractor waives any adjustment to the Contract Sum or extension of the Contract Time. ARTICLE 8 TIME § 8.1 Definitions § 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work or, where applicable, portions thereof. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8.1.4 The date of Final Completion is the date certified by the Architect in accordance with Section 9.10. § 8.1.5 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically stated. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 22 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 8.2 Progress and Completion § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement, the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, enter the site or commence the Work prior to the effective date(s) of any insurance or bonds required to be furnished by the Contractor and Owner or prior to providing the Owner with satisfactory evidence that all insurance and bonds required to be furnished by the Contractor are in place. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time and Final Completion within the time set forth in the Agreement. § 8.3 Delays and Extensions of Time § 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by (1) an act or neglect of the Owner or Architect, of an employee of either, or of a Separate Contractor; (2) a Construction Change Directive; (3) a Force Majeure Event (as defined below); or (4) adverse weather in accordance with Section 15.1.6.2, then the Contract Time shall be extended by Change Order by the number of days by which the critical path to completion of the Project has been delayed by the event giving rise to the right to an extension. The Contractor shall provide written explanation and a CPM schedule evidencing such impact has occurred. Notwithstanding the foregoing, the Contractor acknowledges and agrees that adjustments in the Contract Time will be permitted for a delay only to the extent such delay to the critical path (1) is not caused or could not have been reasonably anticipated and mitigated by Contractor or other Contractor Parties, and (2) could not be limited or avoided by the Contractor's timely notice to the Owner of the delay. § 8.3.1.1 As used herein, "Force Majeure Event" means and includes: catastrophic storms or floods, lightning, tornadoes, hurricanes, earthquakes and other acts of God, wars on American soil, civil disturbances, terrorist attacks, revolts, insurrections, sabotage, commercial embargoes, national strikes, epidemics, fires, explosions, and actions of a governmental authority that were not requested, promoted, or caused by any of the Contractor Parties; provided that such act or event (1) delays, interrupts or renders impossible the Contractor's performance of its obligations under the Contract Documents, (2) is beyond the reasonable control of any of the Contractor Parties and not due to their fault or negligence, (3) could not have been prevented, mitigated, or avoided by any of the Contractor Parties through the exercise of due diligence, including the expenditure of any reasonable sum taking into account the Guaranteed Maximum Price and (4) delays the Substantial Completion Date. For avoidance of doubt, a Force Majeure Event shall not include any of the following: (i) economic hardship, (ii) changes in market conditions, including but not limited to tariffs or other governmental policies, whether announced or enacted, unless any such change in market conditions is otherwise caused by a Force Majeure Event, (iii) late delivery or failure of materials, equipment or supplies, (iv) local or direct strikes, or other similar labor actions, (v) unavailability of Subcontractors, Sub -Subcontractors or suppliers, (vi) non -catastrophic climatic conditions (including but not limited to rain, snow, wind, temperature and other climatic conditions not listed at the beginning of this Section 8.3.1.1), or (vii) nonperformance or delay by any of the Contractor Parties, unless otherwise caused by a Force Majeure Event. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 To the extent that Contractor is entitled to an extension of the Contract Time pursuant to Section 8.3.1 above in excess of thirty (30) days (in the aggregate of all delays for which Contractor is entitled to an extension of the Contract Time), the Contractor shall be entitled to recover extended general conditions costs at the daily rate of Four Thousand, Six Hundred Eighty -Two Dollars and Eighty -One Cents ($4,682.81) per day for each day of such delay beyond thirty (30) days. § 8.3.4 Contractor will use best reasonable efforts to make up any day lost due to adverse weather conditions by performing work on the ensuing Saturday or by extended hours during that week, and treating such as a work day for the purpose of complying with and meeting the Contractor's construction schedule and the Contract Time requirements. The Contractor will provide written explanation that evidences such impact has occurred. Contractor will notify Owner of any such delay in writing, and on a monthly basis submit a report to the Owner substantiating any days lost due to weather. Init. AIA Document A201 — 2017. Copyright @O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 23 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 Contract Sum § 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. § 9.1.2 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed so that application of such unit prices to the actual quantities causes substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted, if requested and appropriate. § 9.2 Schedule of Values The Contractor's schedule of values shall allocate the entire Contract Sum to the various portions of the Work, including but not limited to a specific line item for the Contractor's general conditions costs. This schedule, unless objected to by the Owner or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. Any requested changes to the schedule of values shall be submitted to the Owner and Architect and supported by such data to substantiate its accuracy as the Owner and Architect may require. The schedule of values shall not be considered as a line -item guarantee by the Contractor of the costs of any individual line -item set forth therein. The Contractor shall be entitled to reallocate line -item values at its reasonable discretion to account for cost over and underruns that may actually be encountered during the performance of the Work so long as the Contractor provides the Owner with prompt written notice of such reallocation and the Contract Sum is not changed without the express written approval of the Owner pursuant to Article 7. If requested by Owner, Contractor shall provide Owner with a written explanation of how each line -item reallocation was determined. § 9.3 Applications for Payment § 9.3.1 On or before the day set forth in the Agreement, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, as required under Section 9.2, for completed portions of the Work. The application shall be notarized, if required, and supported by all data substantiating the Contractor's right to payment that the Owner or Architect require, such as copies of invoices and releases and waivers of liens and claims from the Contractor (in the form(s) required by, or approved by Owner) and Subcontractors, Sub -subcontractors and suppliers (in the form(s) required by, or approved by Owner), and shall reflect retainage if provided for in the Contract Documents. § 9.3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives. § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work performed by a Subcontractor or supplier for which the Contractor does not intend to pay the Subcontractor or supplier, unless such Work has been performed by others whom the Contractor intends to pay. § 9.3.1.3 Each Application for Payment shall be accompanied by the documents required by Section 12.1.4 of the Agreement. § 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include the costs of applicable insurance, storage, and transportation to the site, for such materials and equipment stored off the site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information, and belief, be free and clear of liens, claims, security interests, or encumbrances, in favor of any of the Contractor Parties or other persons or entities that provided labor, materials, and equipment relating to the Work. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 24 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 9.3.3.1 The Contractor further expressly undertakes to defend Owner, against any actions, lawsuits, or proceedings brought against Owner as a result of liens filed against the Work, the site of any of the Work, the Project site and any improvements thereon or any portion of the property for the Work under this agreement of the Owner (referred to collectively as "liens" in this Section 9.3.3) provided that Owner has paid the Contractor pursuant to the Contract Documents of which the lien has been filed. The Contractor hereby agrees to indemnify and hold Owner harmless against any such liens or claims of lien and agrees to pay any judgment or lien resulting from any such actions, lawsuits, or proceedings. § 9.3.3.2 The Owner shall release any payments withheld due to a lien if the Contractor obtains security applicable to the Owner or a lien bond that is (i) issued by a surety acceptable to the Owner, (ii) in form and substance satisfactory to the Owner, and (iii) in an amount not less than required by the Texas Property Code. By posting a lien bond or other acceptable security, however, the Contractor shall not be relieved of any responsibilities or obligations under this Section 9.3.3, including, without limitation, the duty to defend and indemnify Owner provided that Owner has paid the Contractor pursuant to the Contract Documents. The cost of any premiums incurred in connection with such bonds and security shall be the responsibility of the Contractor and shall not be part of, or cause any adjustment to, the Contract Sum. § 9.3.3.3 If Contractor refuses to resolve, release, or bond around liens, and after thirty (30) days' notice, Owner reserves the right to settle any disputed mechanic's or material supplier's lien claim by payments to the lien claimant or by such other means as the Owner, in the Owner's sole discretion, determines is the most economical or advantageous method of settling the dispute, provided Owner has paid the Contractor pursuant to the Contract Documents of which the lien has been filed. The Contractor shall promptly reimburse the Owner, upon demand, for any payments so made. § 9.4 Certificates for Payment § 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either (1) issue to the Owner a Certificate for Payment in the full amount of the Application for Payment, with a copy to the Contractor; or (2) issue to the Owner a Certificate for Payment for such amount as the Architect determines is properly due, and notify the Contractor and Owner of the Architect's reasons for withholding certification in part as provided in Section 9.5.1; or (3) withhold certification of the entire Application for Payment, and notify the Contractor and Owner of the Architect's reason for withholding certification in whole as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data in the Application for Payment, that, to the best of the Architect's knowledge, information, and belief, the Work has progressed to the point indicated, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment in the amount certified. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to Final Completion, and to specific qualifications expressed by the Architect to the Owner. However, the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on -site inspections to check the quality or quantity of the Work; (2) reviewed construction means, methods, techniques, sequences, or procedures; (3) reviewed copies of requisitions received from Subcontractors and suppliers and other data requested by the Owner to substantiate the Contractor's right to payment; or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 Decisions to Withhold Certification § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, as reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold the whole or part of a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, as necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 25 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA .2 third party claims asserted or reasonable evidence indicating probable assertion of such claims, unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments owed to Subcontractors or suppliers for labor, materials or equipment, or to furnish satisfactory evidence of payment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a Separate Contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time; .7 failure of the Contractor to comply with any Laws; or .8 failure to carry out the Work in accordance with, or any other failure to comply with, the Contract Documents. Unless the Architect certifies a payment, the Owner may withhold all or part of a payment, and may also set-off any amounts due the Contractor under this Contract or otherwise, for any of the reasons set forth in this Section 9.5.1. § 9.5.2 When either party disputes the Architect's decision regarding a Certificate for Payment, or the Contractor disputes the Owner's decision regarding a payment, under Section 9.5.1, in whole or in part, that party may submit a Claim in accordance with Article 15. § 9.5.3 When the reasons for withholding certification or payment are removed, certification or payment will be made for amounts previously withheld. § 9.5.4 If the Architect withholds certification for payment under Section 9.5.1.3, or if the Owner reasonably believes in good faith it is necessary, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or supplier to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Contractor shall reflect such payment on its next Application for Payment. § 9.6 Progress Payments § 9.6.1 After the Architect has issued a Certificate for Payment, unless the Owner reasonably disputes such certification and withholds payment under Section 9.5.1 and notifies the Contractor and Architect in writing of the reason therefor, the Owner shall make payment in the manner and within the time provided in the Contract Documents. Notwithstanding the foregoing, Owner shall make payment for undisputed amounts due to Contractor in accordance with the Contract Documents. § 9.6.2 The Contractor shall pay each Subcontractor and supplier, no later than seven days after receipt of payment from the Owner, the amount to which the Subcontractor or supplier is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's or supplier's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in a similar manner. § 9.6.31ntentionally omitted. § 9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors and suppliers to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay, or to see to the payment of money to, a Subcontractor or supplier, except as required by Law. § 9.6.5 The Contractor's and Subcontractors' payments to Sub -subcontractors and suppliers shall also be treated as provided in Sections 9.6.2, 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment (progress or final), a progress or final payment, partial or entire use or occupancy of the Project by the Owner, a Certificate of Substantial Completion, or a Certificate of Final Completion, shall not constitute acceptance of Work not in accordance with the Contract Documents. § 9.6.7 Payments received by the Contractor for Work properly performed by Subcontractors or provided by suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 26 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for t resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, create any fiduciary liability or tort liability on the part of the Contractor for breach of trust, or entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision, except as required by Law. § 9.6.8 Intentionally omitted. § 9.7 Failure of Payment § 9.7.1 Subject to the Owner's and Architect's rights to withhold payment and certification of payment as set forth in 9.5.1, if the Architect does not issue a Certificate for Payment, through no fault of any of the Contractor Parties, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents, the amount certified by the Architect or awarded by binding dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shutdown, delay and start-up, plus interest as provided for in the Contract Documents. § 9.7.2 If the Owner is entitled to reimbursement or payment from the Contractor under or pursuant to the Contract Documents, such payment shall be made within thirty (30) days. Notwithstanding anything contained in the Contract Documents to the contrary, if the Contractor fails to promptly make any payment due the Owner, or if the Owner incurs any costs and expenses to cure any default of the Contractor or to correct defective work after providing Contractor written notice and an opportunity to cure as provided elsewhere in the Contract Documents, but in no case less than seven (7) days' notice, the Owner shall have an absolute right to offset such amount against the Contract Sum and may, in the Owner's sole discretion, elect either to (i) deduct an amount equal to that which the Owner is entitled from any payment then or thereafter due the Contractor from the Owner, or (ii) issue a written notice to the Contractor reducing the Contract Sum by an amount equal to that which the Owner is entitled. § 9.8 Substantial Completion § 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents and Laws so that the Owner can legally and practicably occupy and utilize the Work for its intended use. § 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive punch -list of items to be completed or corrected prior to final payment. Failure to include an item on such punch -list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. § 9.8.3 Upon receipt of the Contractor's list, the Owner and Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete, and may revise the Contractor's list. If the inspection discloses any item, whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can legally and practicably occupy and utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Owner or Architect. In such case, the Contractor shall then submit a request for another inspection by the Owner and Architect to determine Substantial Completion. § 9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion; establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance; and fix the time within which the Contractor shall finish all items on the Owner's or Architect's comprehensive punch -.list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion or the Contract Documents. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in the Certificate. Upon such acceptance, consent of surety if any, and, if reasonably required, consent to payment of retainage by Owner's lender, the Owner shall make payment of Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 27 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA retainage applying to the Work or designated portion thereof, less such amounts necessary to protect the Owner with respect to (1) those portions of the Work that remain incomplete or are otherwise not in accordance with the requirements of the Contract Documents, and (2) unsettled Claims. § 9.9 Partial Occupancy or Use § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required or contained in by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Owner and Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor, and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. § 9.9.3 Unless otherwise agreed in writing, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. § 9.10 Final Completion and Final Payment § 9.10.1 Upon receipt of the Contractor's notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection. When the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a Certificate of Final Completion and a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the Work has been completed in accordance with the Contract Documents, all Project systems included in the Work or designated portion thereof are operational as designed and specified, all final finishes required by the Contract Documents are in place, all punch list items are complete, all related facilities are complete and accepted by the Owner, and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's Certificate of Final Completion and final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. All warranties and guarantees required under or pursuant to the Contract Documents shall be assembled and delivered to the Owner (in the format requested by Owner — hard copies in bound notebook, or electronically) as part of the final Application for Payment. The final Certificate for Payment will not be issued until all warranties and guarantees have been received and accepted by the Owner. § 9.10.2 In addition to any other requirements for final payment or release of retainage in the Contract Documents or required by Law, neither final payment nor any remaining retainage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect, (3) a written statement that the Contractor knows of no reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment, (5) instruction of Owner's representatives in the operation of mechanical, electrical, plumbing and other systems, (6) delivery of keys to the Owner with a keying schedule (if applicable), (7) assignment to the Owner of, and all information on, all warranties and guarantees, such as manufacturers' warranties and Subcontractor and supplier warranties and guarantees, (8) delivery to the Owner of all operating, servicing, maintenance and cleaning instructions for the Work, and all parts lists, equipment manuals and special tools for mechanical and electrical components of the Work, (9) delivery to the Owner of all specified Project record documents, including as -built Drawings that are the responsibility of Contractor (not the Architect), (10) all required approvals by any applicable public authority for which Contractor is responsible hereunder, (11) any other items required of the Contractor by the Contract Documents, (12) final lien and claim waivers have been received from the Contractor and all Subcontractors, Sub -subcontractors and suppliers as required by the Texas Property Code, and Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 28 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA (13) if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts and other releases and waivers of liens, claims, security interests, or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner or necessary under the then existing mechanic's liens or similar laws or other Law. IF A SUBCONTRACTOR REFUSES TO FURNISH A RELEASE OR WAIVER REQUIRED BY THE OWNER FOR PAYMENTS ALREADY MADE BY THE OWNER, THE CONTRACTOR, AT THE OWNER'S OPTION, SHALL FURNISH A BOND OR OTHER SECURITY SATISFACTORY TO THE OWNER TO INDEMNIFY THE OWNER AGAINST SUCH LIEN, CLAIM, SECURITY INTEREST, OR ENCUMBRANCE. If a lien, claim, security interest, or encumbrance remains unsatisfied after payments are made, the Contractor shall refund or otherwise pay to the Owner all money that the Owner pays in discharging or defending against the lien, claim, security interest, or encumbrance, including all costs and reasonable attorneys' fees. § 9.10.3 If, after Substantial Completion of the Work, Final Completion thereof is materially delayed through no fault of any of the Contractor Parties or by issuance of Change Orders affecting Final Completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed, corrected, and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage held, and if bonds have been furnished, the written consent of the surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of any Claims by the Owner. § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens, Claims, security interests, or encumbrances arising out of the Contract and unsettled, including those asserted, filed, or recorded by third parties; .2 failure of the Work to comply with the requirements of the Contract Documents; .3 terms of warranties or guarantees contained in, or required by, the Contract Documents; or .4 audits performed by the Owner, if permitted by the Contract Documents, after final payment. § 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor, or a supplier, shall constitute a waiver of all Claims by that payee unless specifically reserved in writing and identified as unsettled at the time of the final Application for Payment. § 9.10.6 Final Completion of the Project, and a condition precedent to the Architect issuing a Certificate of Final Completion, includes the Contractor's completion and correction of all items on the Owner's punch -list referred to in Section 9.8.4 and performance of all other obligations required of the Contractor before final payment under the Contract Documents. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 Safety Precautions and Programs The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. § 10.2 Safety of Persons and Property § 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury, or loss to .1 employees on the Work and other persons who might be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody, or control of any of the Contractor Parties; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation, or replacement in the course of construction. § 10.2.2 The Contractor shall comply with, and give notices required by applicable Laws bearing on safety of persons or property or their protection from damage, injury, or loss. The Contractor shall promptly notify the Owner and Architect of any damage, injury, or loss to persons or property of the type referred to in Section 10.2.1. Notwithstanding any language to the contrary, the Owner shall not have any responsibility for job site inspections or Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 29 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA safety recommendations. Any inspections or observations by the Owner or the Architect are solely for the benefit of the Owner. § 10.2.3 The Contractor shall implement, erect, and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards; promulgating safety regulations; and notifying the owners and users of adjacent sites and utilities of the safeguards. The Contractor shall provide all facilities and follow all procedures required by occupational or employment safety, security, health, and hygiene provisions or regulations, including but not limited to providing or requiring protective gear and equipment. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment, or unusual methods are necessary for performance of the Work, the Contractor shall exercise utmost care, and require that those performing such activities exercise utmost care, and carry on such activities under supervision of properly qualified and, if necessary, licensed or registered personnel. § 10.2.5 Unless the Owner or Architect instructs otherwise, the Contractor shall promptly remedy damage and loss (including damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by any of the Contractor Parties. The Contractor may make a Claim for the cost to remedy the damage or loss to the extent such damage or loss is attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed, retained, or contracted by either of them, or by anyone for whose acts either of them is liable, and not attributable to the fault or negligence of any of the Contractor Parties. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. § 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded or encumbered so as to cause damage or create an unsafe condition. § 10.2.8 Injury or Damage to Person or Property If either party suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of the injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. If the party intends to make a Claim related to the injury or damage, it shall make the Claim in accordance with Section 15.1. § 10.2.9 When all or a portion of the Work is suspended for any reason, the Contractor shall securely fasten down all covering and fully protect the Work, as necessary, from injury or damage by any cause. § 10.3 Hazardous Materials and Substances § 10.3.1 The Contractor is responsible for compliance with all Laws, standards, handling criteria, and requirements included in the Contract Documents regarding hazardous wastes, materials, and substances, including asbestos -containing materials, lead -based paints, petroleum (or any constituent thereof), mold, radon, and polychlorinated biphenyl (PCB), (hereinafter "Hazardous Materials") in performing the Work. Unless specifically consented to by the Owner in writing or specifically required by the Contract Documents, no underground or above -ground storage tanks or drums shall be placed on the site, and no Hazardous Materials shall be brought onto the site, handled on the site, or otherwise incorporated into the Work by any of the Contractor Parties. If the Contractor encounters any material or substance that could be a Hazardous Material, the Contractor shall immediately (1) stop Work in the affected area until receipt of written notification from the Owner that Work shall proceed, (2) notify the Owner and Architect of the condition in writing and consult and cooperate with the Owner with respect to the Owner's investigation and response, and (3) take all reasonable precautions to prevent or contain the movement, spread, and disturbance of the suspected Hazardous Materials, and to protect all persons and property. § 10.3.2 Upon receipt of the Contractor's written notice of the presence of potential Hazardous Materials, the Owner shall obtain the services of an environmental consulting firm or asbestos abatement or lead -based paint contractor, as Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 30 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA appropriate, to verify the presence or absence of the material or substance reported by the Contractor and, in the event any Hazardous Materials are found to be present, to investigate, document, and remediate the condition as required by Law. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of such environmental consulting firm or asbestos abatement or lead -based paint contractor(s). The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has a reasonable objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been investigated and, if necessary, remediated, abated or contained as required by Law, or the appropriate governmental approvals have been obtained, Work in the affected area shall resume upon the Owner's written notification to the Contractor. If the Contractor did not breach this Section 10.3, and so requests in writing, to the extent attributable to the presence of potential Hazardous Materials, the Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable additional costs of shutdown, delay, and start-up. § 10.3.3 To the fullest extent permitted by Law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, and agents and employees of any of them from and against claims, damages, losses, and expenses, including attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or substance identified by the Contractor in accordance with this Section 10.3 presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), except to the extent that such damage, loss, or expense is due to the fault or negligence of the party seeking indemnity. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for hazardous materials or substances the Contractor brings to the site unless such materials or substances are expressly required by the Contract Documents and the Contractor complies with all obligations under this Section 10.3. The Contractor shall remove and properly dispose of any and all materials and substances used in performing the Work, including chemical substances, lubricants, empty containers, contaminated materials, and any other (rags, gloves, mops, etc.). § 10.3.5 TO THE FULL EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER PARTIES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, LIABILITIES, AND EXPENSES, INCLUDING ATTORNEYS' FEES AND EXPENSES, ARISING OUT OF OR RESULTING FROM ANY HAZARDOUS MATERIALS BROUGHT TO THE SITE AND NEGLIGENTLY HANDLED BY ANY OF THE CONTRACTOR PARTIES, OR THE CONTRACTOR'S FAILURE TO COMPLY WITH ANY REQUIREMENT OF THIS SECTION 10.3, INCLUDING ANY AND ALL GOVERNMENTALLY MANDATED REMOVAL OR CLEANUP OF ANY SUCH HAZARDOUS MATERIALS. § 10.3.6 If, without negligence or a breach of this Section 10.3 on the part of any of the Contractor Parties, the Contractor is held liable by a government agency for the cost of remediation of any Hazardous Material by reason of performing Work as required by the Contract Documents, the Owner shall reimburse the Contractor for all reasonable costs and expenses thereby incurred; provided the Contractor gives prompt written notice of the potential claim to the Owner and a reasonable opportunity to assume the defense and handling of the potential claim. § 10.4 Emergencies In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury, or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 Contractor's Insurance and Bonds § 11.1.1 The Contractor shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement, as amended, or as otherwise stated in the Contract Documents. § 11.1.2 The Contractor shall provide surety bonds of the types, for such penal sums, and subject to such terms and conditions as required the Agreement, and elsewhere in the Contract Documents. Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 31 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 11.1.3 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall (or shall cause its Subcontractors to) promptly furnish a copy of the bonds or authorize a copy to be furnished. § 11.1.4 Notice of Cancellation or Expiration of Contractor's Required Insurance. Within three (3) business days of the date the Contractor becomes aware of an impending or actual cancellation or expiration of any insurance or bonds required by the Contract Documents, the Contractor shall provide written notice to the Owner of such impending or actual cancellation or expiration. Upon receipt of notice from the Contractor, the Owner shall, unless the lapse in coverage arises from an act or omission of the Owner, have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement insurance or bonds by the Contractor or its Subcontractors, as applicable. The furnishing of notice by the Contractor shall not relieve the Contractor or its Subcontractors of any obligation to provide any required insurance or bonds. § 11.2 Owner's Insurance § 11.2.1 The Owner shall purchase and maintain insurance of the types and limits of liability, containing the endorsements, and subject to the terms and conditions, as described in the Agreement or elsewhere in the Contract Documents. The Owner shall purchase and maintain the required insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. Exhibit A, Insurance and Bonds, if any. Any insurance or self-insurance maintained by the Owner shall be in excess of the insurance required to be obtained and maintained by the Contractor under this Contract and shall not contribute to it. § 11.2.2 Failure to Purchase Required Property Insurance. If the Owner fails to purchase and maintain any required property insurance, with all of the coverages and in the amounts described in Exhibit A, Insurance and Bonds, the Owner shall inform the Contractor in writing prior to commencement of the Work. Upon receipt of notice from the Owner, the Contractor may delay commencement of the Work. When the failure to provide coverage has been cured or resolved, the Contract Sum and Contract Time may be equitably adjusted, if requested and appropriate. If the Owner does not provide written notice, and the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain the required insurance, the Owner shall reimburse the Contractor for any reasonable costs and damages attributable thereto. § 11.2.3 Notice of Cancellation or Expiration of Owner's Required Insurance. Within three (3) business days of the date the Owner becomes aware of an impending or actual cancellation or expiration of any property insurance required by the Contract Documents, the Owner shall provide notice to the Contractor of such impending or actual cancellation or expiration. Unless the lapse in coverage arises from an act or omission of any of the Contractor Parties: (1) the Contractor, upon receipt of notice from the Owner, shall have the right to stop the Work until the lapse in coverage has been cured by the procurement of replacement coverage by the Owner; and (2) the Contract Time and Contract Sum may be equitably adjusted, if requested and appropriate. The furnishing of notice by the Owner shall not relieve the Owner of any contractual obligation to provide required insurance. § 11.2.7 SUBCONTRACTOR DEFAULT INSURANCE Contractor shall obtain subcontractor default insurance ("SDI") for those Subcontractors that Contractor, in its ordinary course of business, would normally bond. Contractor will be responsible for and shall pay any deductibles due under the SDI policy as a reimbursable cost within the Guaranteed Maximum Price. Such SDI insurance policy must name the Owner, and any lender(s) of Owner secured in whole or in part by a lien on the Project, as additional financial interest via endorsement. Notwithstanding the foregoing, as provided above, Owner may require that any Subcontractor obtain bonds in lieu of SDI insurance and, if so, SDI premiums associated with such Subcontractor will not be reimbursable to Contractor. The Contractor shall be entitled to recover as reimbursable Cost of the Work the actual cost of the SDI program. The actual cost of the SDI policy for approved Change order cost will be billed as incurred. Contractor shall provide administration, loss control, brokerage and other SDI services as part of its cost of SDI and such costs shall not be separately reimbursable as a Cost of the Work. § 11.3 Waivers of Subrogation § 11.3.1 Unless such waiver adversely affects any insurance coverage or proceeds thereof, the Owner, the Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub -subcontractors, agents, and employees, each of the other; (2) the Architect and Architect's consultants; and (3) Separate Contractors, if any, and any of their subcontractors, sub -subcontractors, agents, and employees, for damages caused by fire, or other causes of loss sustained prior to Substantial Completion of the Project, to the extent and only in the amount of the builder's risk Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 32 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA property insurance proceeds received for those losses, except such rights as they have to the proceeds of such insurance. The Owner or Contractor, as appropriate, shall require similar written waivers in favor of the individuals and entities identified above from the Architect, Architect's consultants, Separate Contractors, subcontractors, and sub -subcontractors. The policies of insurance purchased and maintained by each person or entity agreeing to waive claims pursuant to this section 11.3.1 shall not prohibit this waiver of subrogation. This waiver of subrogation shall be effective as to a person or entity (1) even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, (2) even though that person or entity did not pay the insurance premium directly or indirectly, or (3) whether or not the person or entity had an insurable interest in the damaged property. § 11.3.2 Intentionally omitted. § 11.4 Loss of Use, Business Interruption, and Delay in Completion Insurance The Owner, at the Owner's option, may purchase and maintain insurance that will protect the Owner against loss of use of the Owner's property, or the inability to conduct normal operations, due to fire or other causes of loss. §11.5 Adjustment and Settlement of Insured Loss § 11.5.1 A loss insured under the property insurance required by the Agreement shall be adjusted by the Owner and made payable to the Owner for the insureds, as their interests may appear. The Owner shall pay the Contractor its just shares of insurance proceeds received by the Owner, and by appropriate agreements the Contractor shall make payments to its Subcontractors and suppliers in a similar manner. § 11.5.2 Prior to settlement of an insured loss, the Owner shall notify the Contractor of the terms of the proposed settlement as well as the proposed allocation of the insurance proceeds. The Contractor shall have five days from receipt of notice to object to the proposed settlement or allocation of the proceeds. If the Contractor does not object, the Owner may settle the loss and the Contractor shall be bound by the settlement and allocation. Upon receipt, the Owner shall deposit the insurance proceeds in a separate account and make the appropriate distributions. Thereafter, if no other agreement is made or the Owner does not terminate the Contract for convenience, the Owner and Contractor shall execute a Change Order for reconstruction of the damaged or destroyed Work in the amount allocated for that purpose. If the Contractor timely objects to either the terms of the proposed settlement or the allocation of the proceeds, the Owner may proceed to settle the insured loss, and any dispute between the Owner and Contractor arising out of the settlement or allocation of the proceeds shall be resolved pursuant to Article 15. Pending resolution of any dispute, the Owner may issue a Construction Change Directive for the reconstruction of the damaged or destroyed Work. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 Uncovering of Work § 12.1.1 If a portion of the Work is covered contrary to the Owner's or Architect's request or to requirements specifically expressed in the Contract Documents or prior to any inspection required under Law, it must, if requested in writing by the Owner, Architect, or an inspector, be uncovered for examination and be replaced at the Contractor's expense without change in the Contract Time or Contract Sum. If prior to the date of Substantial Completion the Contractor, a Subcontractor, or any Contractor Party uses or damages any portion of the Work (other than start-up), including, without limitation, mechanical, electrical, plumbing, and other building systems, machinery, equipment, or other mechanical device, the Contractor shall cause such item to be restored to "like new" condition at no expense to the Owner unless specifically agreed by the Owner in advance. § 12.1.2 If a portion of the Work has been covered that the Owner or Architect has not specifically requested to examine prior to its being covered, the Owner or Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, the Contractor shall be entitled to an equitable adjustment to the Contract Sum and Contract Time as may be appropriate. If such Work is not in accordance with the Contract Documents, the costs of uncovering the Work, and the cost of correction, shall be at the Contractor's expense. § 12.2 Correction of Work § 12.2.1 Before Substantial Completion The Contractor, at its sole expense, shall promptly correct Work rejected by the Architect or Owner as failing to conform to the requirements of the Contract Documents, discovered before Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected or non -conforming Work, including additional Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 33 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for t resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA testing and inspections, the cost of uncovering and replacement, and compensation for the Architect's and the Owner's other consultants' services and expenses made necessary thereby, shall be at the Contractor's expense and without change in the Contract Time. § 12.2.2 After Substantial Completion § 12.2.2.1 In addition to the Contractor's obligations under Section 3.5 and Section 12.2.1, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of any other warranty or guarantee required by or contained in the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of notice from the Owner to do so, unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor under this Section 12.2.2.1, but not any other remedy. If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.5. § 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the Work. § 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. However, Owner shall be entitled to a full twelve (12) months warranty. § 12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. § 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction of the Owner or Separate Contractors, whether completed or partially completed, caused by the correction or removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to any obligations the Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations under the Contract Documents. § 12.2.6 The corrective remedies set forth in this Article 12 are not exclusive and shall not deprive the Owner of any action, right or remedy otherwise available to it for breach of any provisions of the Contract Documents and for any damages suffered by Owner as a result of such defects in the Work including consequential damages. § 12.3 Acceptance of Nonconforming Work If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made, and, if final payment has been made, the Contractor shall refund the amount of such adjustment to the Owner promptly upon request. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 Governing Law The Contract shall be governed by the Law of the place where the Project is located. § 13.2 Successors and Assigns § 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns, and legal representatives to covenants, agreements, and obligations contained in the Contract Documents. Except as provided in Section 13.2.2, or as set forth elsewhere in the Contract Documents, neither party to the Contract shall assign the Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 34 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Contract as a whole without written consent of the other. If either party attempts to make an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to a lender providing construction financing for the Project, or to an entity affiliated with the Owner, if the lender, or affiliate assumes the Owner's rights and obligations under the Contract Documents. The Owner may provide a collateral assignment of this Agreement to a lender without its assuming the Owner's rights and obligations under this Agreement. The Contractor shall execute all documents and consents reasonably required to facilitate the assignment. In addition to the foregoing, Owner may assign the Contract to a third party prior to Substantial Completion provided that such third party can demonstrate that it can fulfill Owner's obligations under the Contract, provided however, no assignment to a third party prior to Substantial Completion shall be valid or enforceable until all outstanding Claims have been resolved and all outstanding amounts due Contractor have first been paid and received by Contractor. § 13.3 Rights and Remedies § 13.3.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder, shall be in addition to and not a limitation of duties, obligations, rights, and remedies otherwise imposed or available under the Contract Documents or by Law. § 13.3.2 No action or failure to act by the Owner, Architect, or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as specifically agreed upon in writing. Further, no failure to enforce a provision of the Contract Documents constitutes a waiver of any obligation to subsequently or otherwise comply with the provision, or a waiver of any other provision. § 13.4 Tests and Inspections § 13.4.1 Tests, inspections, and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable standards and Laws. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections, and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections, and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Except as otherwise required in the Contract, the Owner shall bear costs of tests, inspections, or approvals that do not become requirements until after the date of the Contract. The Owner shall directly arrange and pay for tests, inspections, or approvals where building codes or applicable Laws so require. § 13.4.2 If the Architect, Owner, or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection, or approval not included under Section 13.4.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection, or approval, by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided in Section 13.4.3, shall be at the Owner's expense. § 13.4.3 If procedures for testing, inspection, or approval under Sections 13.4.1 and 13.4.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure, including the costs of additional testing, inspections and repeated procedures, the cost of uncovering, replacement and correction and compensation for the Architect's and the Owner's other consultants' services and expenses, shall be at the Contractor's expense. § 13.4.4 Required certificates of testing, inspection, or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Owner and Architect. § 13.4.5 If the Architect is to observe tests, inspections, or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. The Contractor shall require reports to be created in connection with all Contractor -procured testing and inspections of the Work and shall provide copies of the reports to the Owner and Architect in a timely manner. Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 35 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 13.4.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. § 13.5 Interest Payments due and unpaid under the Contract Documents shall bear interest as specified in the Agreement. § 13.6 Wherever possible, each provision of this Agreement shall be interpreted in a manner as to be effective and valid under applicable law. If, however, any provision of this Agreement, or portion thereof, is prohibited by law or found invalid under any law, only such provision or portion thereof shall be ineffective, without in any manner invalidating or affecting the remaining provisions of this Agreement or valid portions of such provision, which are hereby deemed servable. § 13.7 NO ORAL WAIVER The provisions of the Contract Documents shall not be changed, amended, waived, or otherwise modified in any respect except by a writing signed by Owner. No person is authorized on behalf of Owner to orally change, amend, waive, or otherwise modify the terms of the Contract Documents or any of the Contractor's duties or obligations under or arising out of the Contract Documents, Any change, waiver, approval, or consent granted to the Contractor shall be limited to the specific matters stated in the writing signed by Owner, and shall not relieve Contractor of any other of the duties and obligations under the Contract Documents. No "constructive" changes shall be allowed. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 Termination by the Contractor § 14.1.1 The Contractor may terminate the Contract in accordance with Section 14.1.3 if, through no act or fault of any of the Contractor Parties, the Work is stopped for either of the reasons set forth in Section 14.1.1.1 or 14.1.1.2 for a period of 120 consecutive days, or if either condition in Sections 14.1.1.3 or 14.1.1.4 continues for a period of 30 consecutive days: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; .2 An act of government, such as a declaration of national emergency, that requires all Work to be stopped; .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the Owner has not made payment on a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.5.2; or .4 The Owner has failed to furnish to the Contractor reasonable evidence as required by Section 2.2. § 14.1.2 The Contractor may terminate the Contract in accordance with Section 14.1.3 if, through no act or fault of any of the Contractor Parties, repeated suspensions, delays, or interruptions of the entire Work by the Owner as described in Section 14.3, constitute in the aggregate more than 100 percent of the total number of days scheduled for Substantial Completion, or 120 days in any 365-day period, whichever is less. § 14.1.3 If one of the reasons or conditions described in Section 14.1.1.1 or 14.1.1.2 exists for the period stated in Section 14.1.1, the Contractor may, after fourteen (14) days' written notice to the Owner and Architect (which period shall constitute an opportunity to cure), terminate the Contract and recover from the Owner payment for Work performed, as well as reasonable overhead and profit on the Work performed. If one of the reasons or conditions described in Section 14.1.1.3 or 14.1.1.4 exists for the period stated in Section 14.1.1, the Contractor may, after fourteen (14) days' written notice to the Owner and Architect (which period shall constitute an opportunity to cure), terminate the Contract and recover from the Owner payment for Work performed, as well as reasonable overhead and profit on the Work performed. § 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of any of the Contractor Parties because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contract Documents with respect to matters necessary to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.3. Init. AIA Document A201 — 2017. Copyright O@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 36 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 14.2 Termination by the Owner for Cause § 14.2.1 The Owner may terminate the Contract, in whole or in part, if the Contractor .1 refuses or fails to supply proper supervision or enough properly skilled workers or proper materials, equipment, tools, or construction equipment and machinery; .2 fails to make payment to Subcontractors or suppliers in accordance with the Contract Documents or the respective agreements between the Contractor and the Subcontractors or suppliers; .3 disregards or violates any applicable Laws; .4 fails to timely perform the Work in accordance with Section 3.10; .5 refuses or fails to promptly correct rejected or non -conforming Work or remedy property damage for which it is responsible; or .6 otherwise is guilty of a material breach of a provision of the Contract Documents. § 14.2.2 When any of the reasons described in Section 14.2.1 exist, the Owner may, without prejudice to any other rights or remedies of the Owner, terminate the Contract, in whole or in part. But if the Contractor can reasonably cure or commence curing the reason for termination within seven days, the Owner shall give it the opportunity by providing written notice of the default before termination. Upon termination under this Section 14.2, the Owner may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4; and .3 Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. § 14.2.3 When the Owner terminates the Contract for one or more of the reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. Within seven days after termination under this Section 14.2, the Contractor shall submit to the Owner and Architect a complete and current accounting of the Contractors' liabilities and obligations related to the Project, with supporting documentation, including copies of all agreements and change orders with each Subcontractor and supplier, copies of all bills, invoices, pay requests and change order requests with respect to each Subcontractor and supplier, and evidence of all payments made by the Contractor to, and lien and claim waivers from, each Subcontractor, Sub -subcontractor and supplier. Upon the Owner's request, the Contractor shall require each Subcontractor and supplier to submit a similar accounting, with supporting documentation, directly to the Owner. § 14.2.4 In the event of termination under this Section 14.2, upon Final Completion of the Work, the Owner shall pay the Contractor the unpaid balance of the Contract Sum less the costs of finishing the Work, including compensation for the Architect's and the Owner's other consultants' services and expenses made necessary thereby, and other costs and damages incurred by the Owner and not expressly waived by the Owner. If the Owner's costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner upon demand. This obligation for payment shall survive termination of the Contract. § 14.2.5 If the Owner terminates the Contract under this Section 14.2, in whole or in part, it shall not affect the Owner's rights and remedies under the Contract Documents or Law, and shall not terminate the Contractor's liability under the Contract Documents with respect to any portions of the Work or acts or omissions of any of the Contractor Parties. § 14.2.6 If termination under this Section 14.2 is found to be wrongful or improper, it shall be treated as a termination for convenience under Section 14.4. § 14.3 Suspension by the Owner for Convenience § 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work, in whole or in part for such period of time as the Owner may determine. § 14.3.2 The Contract Sum and Contract Time shall be adjusted for actual and documented increases in the cost and time caused by suspension, delay, or interruption under Section 14.3.1. No adjustment shall be made to the extent .1 that performance is, was, or would have been, so suspended, delayed, or interrupted, by another cause for which the Contractor is responsible; or Init. AIA Document A201 — 2017. Copyright O@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 37 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 Termination by the Owner for Convenience § 14.4.1 The Owner may, at any time, terminate the Contract, in whole or in part, for the Owner's convenience and without cause. § 14.4.2 Upon receipt of notice from the Owner of such termination for the Owner's convenience, the Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. § 14.4.3 In case of such termination for the Owner's convenience, the Owner shall pay the Contractor for Work properly performed and costs directly incurred by reason of the termination. § 14.4.4 The Contractor shall include a similar termination for convenience clause in all contracts with all of its Subcontractors, affording the Contractor the same rights of termination for convenience with respect to its Subcontractors as the Owner has with respect to the Contractor. ARTICLE 15 CLAIMS AND DISPUTES § 15.1 Claims § 15.1.1 Definition A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, a change in the Contract Time, or other relief with respect to the terms of the Contract or any labor, materials, equipment and services provided by or on behalf of the Contractor for the Project. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract or the Project. The responsibility to substantiate Claims shall rest with the party making the Claim. This Section 15.1.1 does not require the Owner to file a Claim in order to impose liquidated damages in accordance with the Contract Documents. § 15.1.2 Time Limits on Claims The Owner and Contractor shall commence all Claims and causes of action against the other and arising out of or related to the Contract, whether in contract, tort, breach of warranty or otherwise, in accordance with the requirements of the binding dispute resolution method selected in the Agreement and within the period specified by applicable Law, but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and Contractor waive all Claims and causes of action not commenced in accordance with this Section 15.1.2. § 15.1.3 Notice of Claims § 15.1.3.1 Claims by either the Owner or Contractor, where the condition giving rise to the Claim is first discovered prior to expiration of the period for correction of the Work set forth in Section 12.2.2, shall be initiated by notice to the other party with a copy sent to the Architect. Claims by the Contractor for an increase in the Contract Sum or Contract Time under this Section 15.1.3.1 shall be initiated in writing, by notice as provided in this Section 15.1, within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the Contractor first recognizes the condition giving rise to the Claim, whichever is later, or the Claims are waived. § 15.1.3.2 Claims by either the Owner or Contractor, where the condition giving rise to the Claim is first discovered after expiration of the period for correction of the Work set forth in Section 12.2.2, shall be initiated by notice to the other party. § 15.1.4 Continuing Contract Performance § 15.1.4.1 Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. § 15.1.4.21ntentionally omitted. Init. AIA Document A201 — 2017. Copyright O@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 38 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 15.1.5 Claims for Additional Cost If the Contractor wishes to make a Claim for additional costs or compensation, including an increase in the Contract Sum, written notice as provided in Section 15.1.3 shall be given before proceeding to perform the portion of the Work that is the subject of the Claim. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4, but prompt notice is required. § 15.1.6 Claims for Additional Time § 15.1.6.1 If the Contractor wishes to make a Claim for an increase in the Contract Time, written notice as provided in Section 15.1.3 shall be given. The Contractor's notice of such Claim shall include an estimate of cost and of probable effect of delay on progress of the Work and a request for a specified amount of increase in the Contract Time. In the case of a continuing delay, only one Claim is necessary. § 15.1.6.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, in excess of the weather days allocated in Section 15.1.6.4 below, could not have been reasonably anticipated, and had an adverse effect on the critical path of construction. All weather delays in excess of those allocated in Section 15.1.6.4 below will be day for day extension of time and will be determined by conditions at the project site. All weather delays will be measured in whole days and not in half -day or partial -day increments. Contractor will notify Owner of any such delay in writing, and on a weekly basis (or such other interval as may be agreed upon between Contractor and Owner in writing) submit a report to the Owner substantiating any days claimed to have been lost. § 15.1.6.3 A Claim for additional time will be granted when the Project experiences adverse weather in excess of weather days allocated in Section 15.1.6.4 below. A Claim for additional time will also be granted for "mud days" which are defined as the day(s) after rain where the Contractor cannot advance on the critical path of the construction of the Work. § 15.1.6.4 Allocated Weather Days The Contractor's schedule includes 25 days per 12-month period for adverse weather. § 15.1.7 Waiver of Claims for Consequential Damages The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit, except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either parry's termination in accordance with Article 14. Nothing contained in this Section 15.1.7 shall be deemed to preclude assessment of liquidated damages, when applicable, in accordance with the requirements of the Contract Documents. § 15.2 Intentionally omitted. (Paragraphs deleted) § 15.3 Negotiation and Mediation § 15.3.1 The Owner and Contractor hereby agree that any unresolved Claim shall be the subject of good faith negotiations. The parties shall use their best efforts to resolve any Claim through such negotiations, and shall attempt to reach a just and equitable resolution satisfactory to both parties. Such negotiations initially shall be held by a face-to-face meeting between the respective Project representatives of the Owner and Contractor. § 15.3.2 In the event that initial negotiations fail to resolve the Claim, the parties shall attempt in good faith to resolve any Claim promptly by negotiation between executives who have authority to settle the Claim and who are at a higher level of management than the persons with direct responsibility for administration of this Contract. Init. AIA Document A201 — 2017. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 39 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA § 15.3.3 All offers, promises, conduct and statements, whether oral or written, made in the course of the negotiation by any of the parties, their agents, employees, experts and attorneys are confidential, privileged and inadmissible for any purpose, including impeachment, in arbitration, litigation or other proceeding involving the parties, provided that evidence that is otherwise admissible or discoverable shall not be rendered inadmissible or non -discoverable as a result of its use in the negotiation. § 15.3.4 Any Claims not resolved by negotiation of the parties shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.5 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of the Agreement. A demand for mediation shall be made in writing, delivered to the other party to the Contract and the person or entity administering the mediation. The demand may be made concurrently with the filing of binding dispute resolution proceedings but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. § 15.3.6 Intentionally omitted. § 15.3.7 The parties shall share the mediator's fee and any other mediation fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.3.8 If any Claim relates to or is the subject of a lien arising out of the Contractor's Work, the Contractor or the Owner may proceed in accordance with applicable Laws to comply with the lien notice or filing deadlines, or to obtain the discharge of such a lien, prior to or during resolution of the matter by negotiation or mediation. § 15.3.9 All applicable statutes of limitation and repose and defenses based upon the passage of time shall be tolled while the procedures specified in this Section 15.3 are pending and for fifteen (15) days thereafter. The Owner and Contractor will take such action, if any, required to effectuate and document such tolling. § 15.3.10 The Owner and Contractor shall include similar negotiation and mediation provisions in all agreements with Subcontractors and separate contractors retained for the Project, and shall require all Subcontractors and separate contractors retained for the Project to include similar negotiation and mediation provisions in all agreements with all Sub -subcontractors, thereby providing for negotiation and mediation among and between the Owner, the Contractor, their Subcontractors and separate contractors, and all other persons and entities performing any portion of the Work to be provided on the Project. § 15.3.11 In the event of any litigation or other binding dispute resolution proceeding between the Owner and Contractor arising out of or relating in any way to this Agreement, the Work or the Project, the non -prevailing party in such proceeding shall pay to the prevailing party all reasonable costs and expenses incurred by the prevailing party in connection with such proceeding, including reasonable attorneys' fees and expenses. § 15.4 Arbitration (Paragraphs deleted) § 15.4.1 If the parties have selected arbitration as the method for binding dispute resolution in the Agreement, any claim, subject to, but not resolved by, mediation shall be subject to arbitration which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association, in accordance with the Construction Industry Arbitration Rules in effect on the date of this Agreement. The demand for arbitration shall be filed in writing with the other party to this Agreement. Unless the amount in controversy exceeds $1,000,000, a single arbitrator will preside over the dispute. The person selected to act as the arbitrator shall have at least fifteen (15) years of experience with construction law in the state of Texas. If the amount in controversy exceeds $1,000,000 a panel of three (3) arbitrators shall be appointed. § 15.4.2 An arbitration pursuant to this Section may be joined with an arbitration involving common issues of law or fact between the Owner or Contractor and any person or entity with whom the Owner or Contractor has a contractual obligation to arbitrate disputes which does not prohibit consolidation or joinder. No other arbitration arising out of or Init. AIA Document A201 — 2017. Copyright OO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 40 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for t resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA relating to the Contract shall include, by consolidation, joinder or in any other manner, an additional person or entity not a party to the Contract or not a party to an agreement with the Owner or Contractor, except by written consent containing a specific reference to the Contract signed by the Owner and Contractor and any other person or entities sought to be joined. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent or with a person or entity not named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by the parties to the Agreement shall be specifically enforceable in accordance with Applicable Law in any court having jurisdiction thereof. (Paragraphs deleted) § 15.4.3 The party filing a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. The parties shall initially bear equally the costs of such arbitration. The parties further agree that failure to pay shall constitute a default under this Agreement. If at any time a party shall fail to pay when due any amount requested by the AAA as part of the cost of arbitration, and shall thereafter fail within ten (10) days to pay such amount in full after having received from the AAA a written request to do so, then that party shall be deemed irrevocably to have waived all claims for affirmative relief and all defenses to claims for relief by the non -defaulting party. The non -defaulting party shall have the right to be awarded and to recover from the defaulting party reasonable attorney's fees because of such default, in addition to any other relief to which it or may be entitled. § 15.4.4 As to arbitrator authority, nothing contained herein shall be deemed to give any arbitrator appointed hereunder any authority, power or right to alter, change, amend, modify, waive, add to or delete from any of the valid provisions of this Agreement. § 15.4.5 Nothing contained herein shall prevent a party from initiating suit in a court of competent jurisdiction in the county where the Project is located, in good faith, for the sole purpose of compelling arbitration, nor shall it prevent any party from requesting from such court, in good faith, to enter any injunctive relief which is otherwise appropriate under applicable law where the Project is located, for the limited purpose of maintaining the status quo of the parties pending arbitration, or as part of any final award of arbitration or in aid of arbitration. § 15.4.6 The arbitrator shall render a reasoned award within thirty (30) days after the close of the hearing. If any monetary relief is awarded, then the award shall also recite that the amount awarded shall accrue interest at the then current Wall Street Journal Prime Rate plus one percent (1%) per annum, simple interest, beginning thirty (30) days after the date of the award until paid. The arbitrator shall further be authorized to award to the prevailing party reasonable attorney's fees and all costs of arbitration. The award rendered by the arbitrator shall be final, subject to review as permitted under the Texas Arbitration Act, Texas Civil Practice and Remedies Code Chapter 171, and judgment may be entered upon it in accordance with Applicable Law in any court having jurisdiction thereof. § 15.4.7 The parties agree that the arbitration shall be conducted in the county in which the Project is located, and further agree that such county is the proper venue for any action or proceeding brought by either party under, in connection with, or relating to the Agreement, whether in contract, tort or otherwise. Any action or proceeding against Contractor shall be brought in any state or federal court in such county to the extent not prohibited by Applicable Law. To the extent permitted by Applicable Law, Contractor hereby irrevocably (a) submits to the jurisdiction of such courts and (b) waives any objection it may now or hereafter have as to the venue of any such action or proceeding brought in any such court or that any such court is an inconvenient forum, or as to trial by jury or judicial tribunal. Init. AIA Document A201 — 2017. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The 41 American Institute of Architects. This document was produced at 10:26:47 ET on 09/08/2025 under Order No.4104244951 which expires on 10/01 /2025, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (1213032772) Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Exhibit A Owner's Insurance Requirements of Contractor 1. Specific Insurance Requirements The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required: Insurance Coverage/Limits Other Requirements Commercial • $1,000,000 Per Occurrence • Current ISO edition of CG 00 01 General Liability • $2,000,000 General Aggregate • The personal injury contractual liability exclusion (Occurrence Basis) e $2,000,000 Products/Completed Operations shall be deleted. Aggregate • Additional insured status shall be provided in favor • $1,000,000 Personal And Advertising Injury of Owner Parties on a combination of ISO forms • Designated Construction Project(s) General CG 20 10 10 01 and CG 20 37 10 01. Aggregate Limit • This coverage shall be endorsed to provide primary • $1,000,000 Electronic Data Liability and non-contributing liability coverage. It is the intent of the parties to this Agreement that all insurance coverage required herein shall be primary to and shall seek no contribution from all insurance available to Owner Parties, with Owner Parties' insurance being excess, secondary and non-contributing. • The following exclusions/limitations (or their equivalent(s), are prohibited: o Contractual Liability Limitation CG 2139 o Amendment of Insured Contract Definition CG 2426 o Limitation of Coverage to Designated Premises or Project, CG 2144 o Exclusion -Damage to Work Performed by Subcontractors On Your Behalf, CG 22 94 or CG 22 95 o Any Construction Defect Completed Operations exclusion o Any endorsement modifying or deleting the exception to the Employer's Liability exclusion o Any endorsement modifying or deleting Explosion, Collapse or Underground coverage o Any Habitational or Residential exclusion o Any "Insured vs. Insured" exclusion o Any Punitive, Exemplary or Multiplied Damages exclusion o Any Subsidence exclusion Business Auto $1,000,000 Per Accident • Current ISO edition of CA 00 01 Liability • Arising out of any auto (Symbol 1), including owned, hired and nonowned Workers' • Statutory Limits • The State in which work is to be performed must Compensation and • $1,000,000 Each Accident and Disease listed under Item 3.A. on the Information Page Employer's . Alternate Employer endorsement • Such insurance shall cover liability arising out of Liability . USL&H must be provided where such the Contractor's employment of workers and exposure exists. anyone for whom the Contractor may be liable for workers' compensation claims. Workers' compensation insurance is required, and no "alternative" forms of insurance shall be permitted. Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA • Where a Professional Employer Organization (PEO) or "leased employees" are utilized, Contractor shall require its leasing company to provide Workers' Compensation insurance for said workers and such policy shall be endorsed to provide an Alternate Employer endorsement in favor of Contractor and Owner. Where Contractor uses leased employees with Workers' Compensation insurance provided by a PEO or employee leasing company, Contractor is strictly prohibited from subletting any of its work without the express written agreement of Owner. Excess Liability $50,000,000 Each Occurrence • Such insurance shall be excess over and be no less (Occurrence Basis) broad than all coverages described above. • Drop -down coverage shall be provided for reduction and/or exhaustion of underlying aggregate limits and shall include a duty to defend any insured. Professional • $1,000,000 Each Occurrence This insurance is not permitted to include any type of Liability • Such insurance shall cover all services exclusion or limitation of coverage applicable to rendered by the Contractor and its consultants claims arising from: under the Agreement, including but not limited • bodily injury or property damage where coverage is to design or design/build services. provided in behalf of design professionals or • Policies written on a Claims -Made basis shall design/build contractors have an extended reporting period of at least • habitational or residential operations two years beyond termination of the • mold and/or microbial matter and/or fungus and/or Agreement. biological substance • punitive, exemplary or multiplied damages. Pollution Liability . $3,000,000 Each Occurrence This insurance is not permitted to include any type of • Such insurance must provide third party exclusion or limitation of coverage applicable to liability coverage for bodily injury, property claims arising from: damage, clean up expenses, and defense • asbestos or lead arising from the operations. • contractual assumption of liability • All coverage provided in the policy shall apply • impaired property that has not been physically to operations and completed operations of the injured firm without separate restrictions for either of • materials supplied or handled by the named these time frames. insured. However, exclusions for the sale and • Mold and/or microbial matter and/or fungus manufacture of products are allowed. Exclusionary and/or biological substance shall be language pertaining to materials supplied by the specifically included within the definition of insured shall be reviewed by the certificate holder Pollutants in the policy. for approval. • property damage to the work performed by the contractor • punitive, exemplary or multiplied damages • work performed by subcontractors Builders Risk By OWNER 2. General Insurance Requirements A. Definitions. For purposes of this Agreement: i. "ISO" means Insurance Services Office. ii. "Contractor" shall include subcontractors of any tier. Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA iii. "Owner Parties" means (a) HPI Multifamily LLC, HPIMF BONDS LAND MF1 DFW005 LP, HPIMF BONDS LAND MF1 DFW002 LP, AND HPIMF BONDS HOLDINGS DFW009 LP ("Owner"), (b) the Project, (c) any lender whose loan is secured by a lien against the Work, (d) their respective shareholders, members, partners, joint venturers, affiliates, subsidiaries, successors and assigns, (e) any directors, officers, employees, or agents of such persons or entities, and (f) others as required by the Construction Documents. B. Policies. i. Contractor shall maintain such General Liability, Excess Liability, Professional and Pollution insurance in comparable coverage, form and amount, including required endorsements, for at least four (4) years following Date of Substantial Completion of the Work to be performed under this Agreement. Contractor shall provide written representation to Owner stating Work completion date. ii. All policies must: a. Be written through insurance companies authorized to do business in the State in which the work is to be performed and rated no less than A-: VII in the most current edition of A. M. Best's Key Rating Guide. b. Provide a waiver of subrogation in favor of Owner Parties on all insurance coverage carried by Contractor, whether required herein or not c. Contain an endorsement providing for thirty (30) days prior written notice to Owner of cancellation or material change of coverage. d. Be provided to the Owner Parties in compliance with the requirements herein and shall contain no endorsements that restrict, limit, or exclude coverage required herein in any manner without the prior express written approval of the Owner. iii. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. iv. Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy. v. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner. C. Limits, Deductibles and Retentions i. The limits of liability may be provided by a single policy of insurance or by a combination of primary and excess policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein. ii. No deductible or self -insured retention shall exceed $25,000 without prior written approval of the Owner, except as otherwise specified herein. All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same D. Forms i. If the forms of policies, endorsements, certificates or evidence of insurance required by this Exhibit are superseded or discontinued, Owner will have the right to require other equivalent forms. ii. Any policy or endorsement form other than a form specified in this Exhibit must be approved in advance by Owner. E. Evidence of Insurance. Insurance must be evidenced as follows: i. ACORD Form 25 Certificate of Liability Insurance for liability coverages. ii. ACORD Form 28 (2003/10) Evidence of Commercial Property Insurance for property coverages. iii. Evidence shall be provided to Owner prior to commencing Work and prior to the expiration of any required coverage. iv. ACORD Forms specify: a. Owner as certificate holder at Owner's mailing address; b. Insured's name, which must match that on this Agreement; c. Insurance companies producing each coverage and the policy number and policy date of each coverage; Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA d. Producer of the certificate with correct address and phone number and have the signature of the authorized representative of the producer; e. Additional Insured status in favor of Owner Parties; f. Amount of any deductible or self -insured retention in excess of $25,000; g. Designated Construction Project(s) General Aggregate Limit; h. Personal Injury Contractual Liability; i. Primary and non-contributory status; j. Waivers of subrogation; and k. All exclusions and limitations added by endorsement to the General Liability coverage. This can be achieved by provision of the Schedule of Forms and Endorsements page. v. Copies of the additional insured endorsement(s) applicable to the General Liability policy and of the 30 Day Notice of Cancellation or Material Change endorsement applicable to all required policies shall also be provided. F. Contractor Insurance Representations to Owner Parties i. It is expressly understood and agreed that the insurance coverages required herein (a) represent Owner Parties' minimum requirements and are not to be construed to void or limit the Contractor's indemnity obligations as contained in this Agreement nor represent in any manner a determination of the insurance coverages the Contractor should or should not maintain for its own protection; and (b) are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement. Irrespective of the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, or the failure of any insurance company to pay claims accruing, shall not be held to affect, negate or waive any of the provisions of this Agreement. ii. Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under, this Agreement. If the Contractor shall fail to remedy such breach within five (5) business days after notice by the Owner, the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s) is provided to the Contractor by the Owner. In the event of any failure by the Contractor to comply with the provisions of this Agreement, the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense, provided that the Owner shall have no obligation to do so and if the Owner shall do so, the Contractor shall not be relieved of or excused from the obligation to obtain and maintain such insurance amounts and coverages. iii. This Exhibit is an independent contract provision and shall survive the termination or expiration of the Construction Agreement. G. Insurance Requirements of Contractor's Subcontractors i. Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors) to cover operations performed under any subcontract agreement. The Contractor shall be held responsible for any modification in these insurance requirements as they apply to subcontractors. The Contractor shall maintain certificates of insurance from all subcontractors containing provisions similar to those listed herein (modified to recognize that the certificate is from subcontractor) enumerating, among other things, the waivers of subrogation, additional insured status, and primary liability as required herein, and make them available to the Owner upon request. ii. The Contractor is fully responsible for loss and damage to its property on the site, including tools and equipment, and shall take necessary precautions to prevent damage to or vandalism, theft, burglary, pilferage and unexplained disappearance of property. Any insurance covering the Contractor's or its subcontractor's property shall be the Contractor's and its subcontractor's sole and complete means or recovery for any such loss. To the extent any loss is not covered by said insurance or subject to any deductible or co-insurance, the Contractor shall not be reimbursed for same. Should the Contractor or its subcontractors choose to self insure this risk, it is expressly agreed that the Contractor hereby waives, and shall cause its subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. H. Use of the Owners Equipment The Contractor, its agents, employees, subcontractors or suppliers shall use the Owners equipment only with express written permission of the Owners designated representative and in accordance with the Owners terms and condition for such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owners equipment for any purpose, 4 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from such use. I. Release and Waiver The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been covered by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement. o U x C C � M v L r 0 O O � c O r6 u U- Ln c N N O m N a a C a O N m Ln a) C O 'Q C 6. Z J •N4 r� J Q W J 01 2 � � L a C a ++ c C V Y L V L f0 � m V Ln In Ln Ln Ln Ln Ln Ln Ln Ln Ln u) In u) u) In vi N O N o N o N O N O N O N o N O N o N o N O N o N O N o N O N O N O N O N o N O N N N N N N N N N N N N N N N N N N N N n n n n n n n n n n n n n n n n n n n n 00 of � ao ao ro co � eo 0o ro � � co 0o m m m ao m a) w w a) a) w w w a) a) w w w w w w w w a) w Ln In In Ln In In In In In In Ln In In Ln In v) N In Ln In c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c 0 c o u u u u u u u u u u u u u u u u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 > IA al N U1 UI VI N UI Vl UI VI 1�/I VI Vl Vl al UI VI U1 Vl o O O o C O o O o O O o o O o O O o o O c O O o c O O o O o c O O o O o c O c O U U U U U U U U U U U U U U U U V U U V O O O N O O N o o ry O O N o O N o O N O N o ry O N O N O O N o IY w n w e w o a) n n w o w w n a) n w n w o a) o w n w e w o o w o v o 7 w o 7 v o 7 v o 7 v o 7 u w o 7 w o 7 o v o 7 v o 7 v o 7 w o 7 w o v o 7 v o v o 7 w o 7 v o 7 v o 7 v o w o 7 w o w 7 w 7 V1 o V1 O N In O N VI O UI vl O UI In O Ill VI O N Vl O UI vl O UI DO U1 L. N 3 VI O VI W VI O UI o u1 O N 3 MO N In O N mc,ul UI 3 O UI 3 DO U1 o Vl O N VI N Ln N Ln N N L In Lm L N In Ln L N Ln Ln N N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N O N o N N N N N N N N N N N N N N N N N N N N v v v v a v v v c T v v v v v a v v a v 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 (n Ot G1 m al M ) cn Cl C1 0) cal al C1 Ol O1 al cn Cl cn O O O O O O O O O O O O O O O O O O O O V1 VI Ifl m to m m m In 111 to to m In In V1 In N O N O ry O N O N O N O N O N O N O N O N O N O N O N O N O ry O N O N O N O N O C C N C C C C C C C C C C ry C C C C n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m o co O m o m o co o m o co o m o co o m o co o m 0 co 0 co o co o m O co o m o m 0 m 0 m m m m m m m m m m m m m m ry ry m m m m Ln Ln Q Z Q In W In ❑O W Z W O U F W J Z Ln v m In a wa O O O O ❑ a w U w F H H F z Q Z w w U O H z w w w w w � u Q J > W cc w cc w (7 z w 1.7} ❑ O O O O U w a cc cc Of w m Ln Z o o ? rW rW- Z Z b Z Z Z Z Lr) Ln O a J ? 0] O d J_ J_ J_ J_ J_ J_ O Q Q a Q Z W O Q Q a a a a J w J LL a Q W a = o 0 0 0 0 o g J g g 0 w 0] d O 2 Z In > d d F J 0] 0] m m m m m v) Q Ln Iz W W c' W Fn Fn Fn En E5 V-) F J J J J g (D (D o x In cn Ln In In In In a a a a > W ❑ m z 9 u u U u u u u OU Q w Q Q Q Q Q Q Q }}a a }a} }a} in la- Ca.7 CQ7 U o ry m v In to n oo a O ry m a In N rn a O O O O O O O O O O '-I '-I •-I '-I -i ri O O O O O a '-I a < a a a < a a 'i a rV a rl a rl a �-i a ri a i-1 a rl a ri a N a N a N a N a o U x C �- C N LL o O � r-1 0 u LL u1 C N N O 0: N LA Cl C Q O N m C 0 N c a ill l!1 Vl ill ill ill lf1 ill i(1 vl V1 ifl ifl Vl V1 V1 N V1 Vl V1 N if1 0 O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O 0 N O N O N O 0 N N N N N N N N N N N N N N N N N N N N N N w w w ai w w w w w w w ai w w w ai w w w w ai w U') In m In m In In In In In Ln In In In m In In In /n In C O C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O I u u u u u u u v u u u u u u u u u u u u u C C C C C C C C C C C C C C C C C C C C C C 0 U^ V1 o U^ V1 O U^ o U^ 0 U^ o U^ V1 O U o U Vl 0 U^ V1 o U^ O U^ o U^ O U^ o U Vl 0 U^ 0 U^ 0 U 0 U^ 0 U 0 U^ o U O U ifl \ o N lw ^ � O N W 0 � if1 O\ W n ill YO W tll o N w o p N Lw ^ � ifl O\ W p W YO N w n lfl p N w o � ifl O\ W n ifl p\ W n ill p N w 0 p N w 0 i ifl O\ W i ifl O\ w ill p\ W lfl p w lfl p N w o � ill O\ W n ill o\ W n tll o N w 0 o O W N O O W Q1 0 7 4J O W o N O N O OOW U1 O OOW a O/ O o N O N O OV1OW U1 O N O OVI N O OVIS N O OV1 N O a N O o O1 0 OVI o N O OVIOW o N O OV1OW N O O1 O OVIOW N O OVI N O W OOV O NUf O NOO\ Vo OW V UOl O3 OW O UOl O VOI OW OW NOOW OW V1 Ln Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of of of of of o of of of o of of of o of of of of of of o of 0 o 0 0 o 0 o o o o o 0 o o 0 o 0 0 o o 0 o V1 u1 u'i ill V1 V1 i11 it1 Vl V1 if1 ill t!1 lt1 i.f1 ill V1 if1 ill ill N O N O N O N O N O N O N O N O N O N O N N O N O N O N O N O N O N O N O N N O N O N O N O N N N \ N f\1 N N \ N \ N \ N N N \ \ \ N \ N O O O O O O O O O O O O O O O O O O O O O O W W W m^ W W W W m W W W W W W W W W W W W W O O O O O O O O O O O O O O O O O o O O O o m m m m m m m m m m m m m M m m m M M M M M U a u a u a In m In m u) In In 0 0 0 0 0 0 0 0 LLW W J J J J J J J J 0 Z z z J J W W W W W W W W ac a a a a 0 0 z z Z Z K K z of a nf a a J J Q Q If rr a a[ cc 0 of 0 0 0 Z z g a a a a F F F F F F F F a O 0 O O a a z z z z z z Z z Z a w0 cc O O O O z ❑ Q Q Q D O O O 0 a ❑ ❑ O LL J w W LL LL a m m m m u u u � � ❑ ❑ ❑ ❑ w 0 Ow OW F Ln F W 0 Z Z z Z z Z Z Z '-' w '-"' '-' w '-' w ti rzv N m }w — z z z z z z z z v v v v J a J a J a J a J a J a J a J a N ll) M In ul In M M M M M M M M m U U U U U U U U C7 (7 (7 (7 (7 (D (D u (7 (7 (7 0 l7 (7 }a a a a a a a a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ F m m m m m m m m m m m m m m ul l0 n m M O '-I N o ti N m V t!1 l0 n m Ol o ri N m O O O O O N N N N N N N N N N N N N N N N N N N N a a a a a a a a a a a a a a a a a a < a < a a a o � U x C C f6 M v L r � I.L O O � J i ❑ faV IL L N N O m N a a C a O N m Ln a) 0 O _0 C 6. ❑ LL Z c> Q co c ---IM � V •_ r� rc 4 z (D J 0- 0 m < N a C LU c Cm m O O ❑ va Ln Ln 0 Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln Ln In v) v) m N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N oo c6 c6 ao 06 co 06 eo m co c6 o0 06 co c6 m oo ao c6 o6 o6 of co w w v m w a m v w w w v v v w v v w v v v v LA to to to In Ln In v) Ln In v) In In In ull v) In In 0 In N In Ln C O G O C O C O C O C D C O C O C O C O C O G O C O C O C O C O C O C O C O C O C O C O C O U U U U U u u u U u u u U U u u u U V u U V U J J J J J Y J J J J ~ J J J J J J J J J VI VI U1 VI N V V V VI N UI VI VI Vl N VI N VI C O C O C O C O C O C O C O C O C O C O o C O C O C O C O C O C O C O C O C O C O C O C O U U U U U U U U U V U UgiU V U U V U V U U U V O O N O O N O ry O O N O N O N O N O N O N O O N O N O N O N O N O N O N O N O N O LL LL o LL LL n n LL n LL n LL n LL n LL^ LL^ LL n LL n LL^ LL^ LL o LL o LL o LL o LL o LL o LL o LL wo o J vo J o vo J vo J aro ) J vo J v0 J vo J wo J wo J vo J vo J wo J mo J wo J m0 J vo J wo J wo J wo J vo J aro J w J VI m VI O VI W VI O o m 0 N m 0 m W yl O o m uI 0 UI m 0 o m 0 w m 0 VI W y 0 m m w 0 UI m 0 N m 0 VI m O N m VI O N m m O VI m 0 VI m O m m VI O VI m yI O UI m m O N m In 0 N - T In T T In T T In In D u) u) N N N N 1) In N Ln In Lf) Ln L Ln U') Ln LI) In Ln N o N o N O N o N o N o N o N o N o N o N o N o N o N o N o N o N O N o N O N o N o N o N O N N N N N N N N N N N N N N N N N N N N N N N v v v v Zr a v v a a v v 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ol Cl Ol Cl Cl Ol m OOl OOl Ol OOl Cl Ol Gl Ol Cf Ol Ol of Cl Ol Gl Cl O O O O O O O O O O O O o O O O o O o O O O O Ill Ifl Ifl Ill Vl Ill Ill V1 Il1 Ill Ill ill Ill Ill II1 Ill Ill Ill Ill LIl V1 V1 Ill N O N O N O N O ry O N O N O N O o N O N O N O o N O N O o N O N O N O N O N O N O N O \ \ \ \ N \ N \ \ N N N N \ N \ O O O O O O O O O O O O O O O O O O O O O O O co 0 m 0 oo 0 oo 0 oo o m 0 oo o m o oo o m 0 m o oo 0 oo 0 m 0 m 0 m o oo o oo o co O oo o oo o oo o oo 0 m m m m m m m m m m m m m m m m m m m m m m m J LL p M z a zQ J Z J J z Ja a J a 0 O m m Z O z z z ¢ Q O O 0 g � a g a g g J ❑ O J 0 J a LL z LL z y a a z LL LL LL LL 0 p 0 z z O m O m z O r ❑ ❑ O z z Z z g O Q O O p g N N m Oa' a - - a .aJ a OJ O O - z a ❑ z Z 0 o O O a a ¢ a a 0 p p O 00 00 Q O F- O g ¢ pJ Ln o' pLL > > > > > 0 O CL ❑ LL LL 1 LL r-I O r-I N M m O ❑ ❑ O a =_ a a a a a F ❑ ❑ O f- _� w w _= w w _� w H N m w ry mLn - — _ > > \ > > > > > > > > > w '-' '~ '~ '' '-' w w w w w w w w w w ti N o 0 0 0 0 r m m m Itl Ln� u) Ill v) Ill Ln Ill N Gi Ln Oi v) Oi Ln Oi Ln m tA n n n n n m m m m m rl Ln ri Ln C7 C7 C7 0 C7 l7 (7 C7 C7 C7 (7 C7 V U l7 U` L7 (7 L7 U U' U' L7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m J m v m to n m rn o r ry m v n o n m rn o ry m v n o nl m ri m m m v v c v v v v v v a In vl Irl ul li In In N a N a N a N a N a N a ry a N a N a N a N a N a N a N a N a N a N a N a N I a N a N I a N I a N j< o � U X C C f6 M v L r � I.L O O � J i o faV IL L N N O m N a a C a O N m Ln a) C O 'Q C 6. LL �- c> Q co M ---IM d' Y rc 4 z (D J 0- 0 m < N a C LU c Cm N O O ❑ va Ln N Ln Ln Ln Ln Ln Ln I Ln Ln Ln N Ln N Ln Ln L N o N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N co co eo ao 0o m m oo � co � m m oo m m m oo ro � o0 00 ) v v v v v v v v v v v v v v v v v v v v v v) ul Ln Ln vi LA V) Ln (n Ln Ln (n Ln Ln to ul v) Ln ul) 0 o C C C C C C C C C C C C G C C C C C C G C C O O O O O O O O O O O O O O O O O O O O O O U .0 u u U U V u U U u U U U U u u V u U u u J J J J J J J J J J J J J J N J J J J J J J J C O C O C O C O C O C O C O. C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O 1 V N U V1 O N U L Il) O U ill O U tll O N V 1l1 O ry U u'I O U � 1l1 O U IA O U 1/1 O N U 1/1 O U i If) O U^ Ill O N U vl O U u'1 O U i In O N V ill O Z V tl1 O N U Ifl O Z V N O U i 1n O Qj U 1f1 OQ! U N O Z h LL h LL h w LL h LL h LL h LL h w n LL h LL n LL h LL h LL h w n w w h LL h LL h LL h LL n w h LL h o m O (u o J m I�il O v o J m y O v o o m J O a)o J m w o w o J m o O w o J m N O v o J m m o v o J m O v o J m . o w o J m o O v o J m o O (Do J m o a)o J m N o v o J m y�j O v o o J m yNj o v o J m o v o J m N o w o J m I�if o w o m yNj O w o J m N o v o J m O v o J m o Ln m Ln Ln In Ln N Ln In Ln Ln Ln Ln N Ln N 0 o ul Ln Ln Ln N o N o N o N o N o N o N o N o N o N o N O N o N o N o N o N o N o N o N o N o N o N o N N N N N N N N N N N N N N N N N N N N N N v v a v a v v v a a v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1 Gt Of C1 M Gt Ot C1 (n ) Ot cn 01 M Ol Of Ol (n cn OOt (n ) O O O O O O O O O O O O O O O O O O O O O O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O h n n n n n h n h h n h n n n n n n h n n h 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo 0 m 0 m o co 0 m o co a m O m o m o m C m 0 m o oo o m 0 m 0 m o oo O co o co 0 m o oo O m o m m m N N N N N N N N N N m m m m m m m m m z O Q In g m O O IJi p z N ¢ > w a a m O O p cc \ ¢ > w a z Q LL O O ac ¢ > w m J ° ° z O r p z p 0 m > Q a O O LL � m > z g °- m O 0 LL p ry m > z g a m O �O LL p m m > z g LL LL O 0IwI-- m > w w z O Q p O m ? w g a m O O W r In — > w g a m O LL p z — > w g a m O LL O m m — > w z Q a LL O O °� — > w J O = V O O z Ln O a > w w O m w r' w o Q > J w cc O w — o Q > � w m O ac — Ln O > w w O m w X w w o- w o m w w Q > r z Q > J w m O w > n o Q w w lr m LLI _ > z 0 Q w w m O m w X w ¢ — > a a a}} }a} >a> a >a} a ow a ,y c owa Ln C7 0 C7 v) (7 O }a t0 0 0 t0 U 0 }a t0 (D 0 l0 L7 p }(wL} l0 0 p r-1 (D 0 r1 U 0 r-i r1 N r-1 0 z Q m 0 N N (D r m U p m (7 In Ln U' a N (D n 0 m U' 0 �-, In LD 0 m m aJ0 m m m m m m m m m m p m m m m m m m m n m rn o In In ul t0 t0 t0 l0 l0 l0 t0 l0 l0 t0 0 0 0 0 0 0 0 o O N Q N Q N Q N Q N Q N Q N Q N Q N Q N Q N Q N Q N Q m Q V Q V Q V Q V Q V Q V Q Q V Q o � U x C C f6 M v L r v U- o o � � J i ❑ faV IL L N N O m N a a C a o N m Ln a) F� C O 'O C 6. ❑ O L Z c> Q co M ---Ico r- Y C 4 z (D J 0- 0 m < N a C W c Cm N 7 O ❑ va Ln Ln 0 Ln Ln Ln 1n Ln Ln Ln Ln Ln Ln Ln Ln Ln v) v Ln Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N ry N N N co c6 c6 ao co m c6 eo co co c6 ao eo o6 m eo 06 ao co m c6 of co w w a) w w w a w w w w a) w w w w w w w w w w w LA Ln tn Ln In w ul vl In In ul vl vl In vl vl v) In v) v) v) 1n ul C O G O C O C O C O C D C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U U U U U u u u U u u u U u u u u U u u U u u > > J 7 7 Y 7 O J O 7 > > > > > > > > > > > O VI VI U1 VI Vl VI U1 UI N VI UI 1/1 VI N VI UI UI VI N UI VI Ul VI C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U IIl U Ill U IA U V1 U Ill U Il1 U Vl U V1 U Ill U Ill U Ill V Ill U Ifl U N U N U V1 U V1 U � V u'1 U ill U tll U Ill U O � O N O N O N O N � O O O ry O N O N L O O N O O N L O N O N O O � O N O N O N O N O LL n LL o LL LL n n LL LL LL LL o LL n LL n LL n LL n LL^ LL^ LL n LL n LL n LL^ LL n LL^ LL n LL wo > v > vo > vo > vo > vo > cuo > vo > vo > wo > vo > ivo > wo > a)o > vo > vo > a!o > wo > wo > wo > vo > wo > w > vIo �m vIo �m Ino �o ,no �m Ino �m ,no �m ,no �m To �o Ino �� ,no �m Ino �0 Do �m Do �m ,no �m Do mm Do �m ,no �m Do �m ,no �m Ino moo Do �m Ino ,n N o N o N O N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N N N N N N N N N N N N N N N N N N N N N N N v v v a v v v v v v v v v v v v v v v v a v c 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 Cl m m m O1 O O O1 Ot Ol C1 C1 Cl O1 O1 (n ) G1 m O m m O O O O o O O O o O O O o O O O O O O O O O O Ill Ifl Vl I(1 Vl Ill tll Ill I(1 1ll IIl i.fl Ill Ill IIl t(1 Ill V1 ill 1tl Vl Vl Ill N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O n n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m oo oo co m oo oo m m m oo co m m m oo m m m oo m m 0 0 0 0 0 0 o 0 o o a o o o 0 o o 0 o o o o 0 N ry m m m m m m m m m m m ry m m ri m m m m m m z z V p a w J p J w W U W p cc Q cc a w F J z O a z Ln w g ¢ Q z a g W J O 0 LL m N W z =O m ¢ F ❑ ❑ g OJ O > 3 J LL LL K > Ln Ln Ln VI In z ❑ U1 /n w a z z z z z p z z p p FQ- } O O O O O J z O p z z z z z z b b U b U U U U Q 0 W W W LD ti v) m In In in J_ J_ J_ J_ J W 0 La Ib ❑ ❑ J> J J J J r F F F F O z Q Q Q O O z_ U U U m co Ol O .--I N m er Ill to n co Ol o '-I N '-I N m '-I ry m ri N nY o rI O o 0 o O O o 0 0 rI '+ o O o 0 o O O o 0 Q ¢ Q Q C Q ¢ ¢ ¢ Q ¢ Q ¢ Q ¢ ¢ Q Q ¢ co co o U x C C N LL O O � r-1 O U LL u1 C N N O cl� N In Cl C O O N m C 0 N c a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N w w of of co co w 06 06 06 06 00 06 .6 06 06 06 .6 a ro a, a) a) ai v w al v v v v v v v w a v v w v ai Ln Ln m Ln Ln m In Ln V) U') (n m V) m (f) V) Lf) V) m C O C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O I O u O u > u > u > u > u > u > u > u O u > u > u > u O u > u > u > v p u > u u N C N C C lyll C N C VI C VI C N C N C N C N C VI C N C N C N C VI C N C N C N C VI C VI C O V O V^ O U^ O U^ O U^ O U^ O V^ O U O U^ O U^ O U^ O U^ O U^ o U^ O U^ O U^ O U^ O U O U^ O U^ O U^ O N O N O C O N O O ry O N O C O N O N O C O O N O O N O N O O N O O^ O n w n w n W n W n w n w n W n W n w n w n W n W n W n w n w n W n W n w n w n W n W n O W N O O W U/ O 7 U1 O 0 0O N O N O U1 0 O/ O O N O N O O W N O O 01 0 4J O U1 O \ N N O U1 0 O/ O N O N O U1 O O/ O W U1 O O N� V 0 U NO ON\ U 03 OW Uf N OW V LO\ U OW LO VO NO V Ln O �OUf N OW 0O OW V 0O OW V 0O OW V1 UOW 0O O0 V D O00 VI to to if1 �n V1 Vl ifl in in to �Il V1 �n V1 Vl ifl in ill �fl V1 in N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N C. N N N N N N N N N N N N N N N N N N N N lV rn rn rn rn rn rn rn rn 00 00 rn rn rn rn rn rn rn m rn rn rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1 �Il it1 itl V1 u'1 i11 it1 it1 m N N V1 m it1 Vl m u1 it1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N \ N f\1 N \ N N N f fV N N \ n o io I n � n n I n n n W O W O O] O W O O W O W O OD O i(1 O V1 O W O W O W O W O W O W O O 0 O W O W O W O m m m m m m m m O O N V1 m N �11 �I1 M Vl Vl �I1 ill z O a z z z w J z ° z ° z ° Ln J K 0 u w u w u z Q a Q a Q a Q a V)J J_ J_ J_ Q w J J J Q Q Q Q O_ ❑ J J J J K lr cc W ❑ ❑ ❑ ❑ O V1 a a Z ° Z O Z O Z O Z In Z Ul Z (n Z V) Z In Z VI Z Vl Z In K Z U U Z Z Z Z Z ° Z w w w w w w w w Q o o Q U) U) U) Ln Ja z w a w w w w w m cn W W W w W W W w F F o w J g ° ° F CC lr K cc K 0r � o[ vl in U 0 a a w w vl ❑ V 10 n N Ol O '-I N N O O O O O O ri O N O m O V O rl O N O r-I O N O m O V O ifl O co W W pp W W co W O O O O O O �-1 rl N N N N N Q Q Q Q Q Q Q Q ri N U U U U U U U U U U U o � U x C C f6 M v L r v U- o o � � J i O faV LL L ❑ N N O m N a a 0 a o N m Ln a) 0 O 'O C 6. ❑ O LL �- M Q co co ---IM V Y r� rc 4 z (D J 0- 0 m < N a C LU c Cm N 0 O ❑ va N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N co m c6 c6 co m c6 c6 co co c6 c6 c6 co m eo c6 oo co m c6 of co w w w w w w a w w w w w w w w w w w w w w w w LA Ln tn Ln Ln w ul Ln in in in Ln un in vn un in in in in v) Ln Ln C O G O C O C O C O o O C O C O C O o O C O C O C O o O o O C O C O C O C O C O G O C O o O U U U U U u u U U u u u U u u u u U u u U u U > > J 7 7 Y 7 2 J 2 7 > > > > > > > > > > > > > VI VI U1 VI Vf VI U1 UI N VI UI 1/1 VI N VI U1 UI VI VI UI UI U1 VI o O o O o O o O o O 0 O o O o o C O o o O o O o C O o O o O o O o o o O o O o O U U U U V1 U �I1 U �I1 U V1 U V1 U 1l1 U 1l1 U �I1 V tl1 U Ifl U N U N U V1 U N U � U u'1 U ill U to U 1/1 U O O ry O O O ry � O O O N O ry O N L O O N o ry O ry L O N O N O N O � O ry O N O N O N O LL LL o LL LL n n LL LL LL LL o LL n LL n LL n LL n LL^ LL^ LL n LL n LL n LL 0 LL n LL^ n LL o wo > m vo > m o vo n m vo > vo ) > m o vo > m o vo > m vo o > m vo > wo > vo > m vo > wo > m a)o > vo > m vo > m vo > wo > m wo > m wo > m vo > m vo ) > m w > N O L O O m N O n O N o T o D O y o y O N O m D O N O CO O . O . T O m O o O y o m o D O T o y� T T Ln T u) N 0 N n Ln Ln Ln N 1 u) N Ln Ln N N o N 0 N o N o N o N o ry o N o N o ry o N o N o N o N o N o N o N o N o N O N o N o N o N o N N N N N N N N N N N N N N N N N N N N N N N v v v v Zr a v v v v v v v v v v v v v v a v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 Ot O1 C1 M 0 0 0) O1 Ot O, 01 m Ol 0 m 01 O1 Ot 0 Ol (n cn O O o o o o o o o O o o o 0 o 0 o o o 0 o o O In �fl In �n V1 ill to Ln In �n �I1 i.n i(1 ul II1 t(1 i(1 V1 � � V1 N � N O N O N O N O N O ry O N O N O N O N O ry O N O N O N O ry O N O N O N O ry O ry O N O N O N O C C C C C C C C C C C C Qi C C C N C C C n n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m oo oo co m ao m m m m oo co m m m oo m m m oo co m 0 0 0 0 0 0 0 0 0 o a o o o o o o 0 o o o o o a ❑ ❑ ❑ a w m w w w L. Q Z J O W Q J v) LL LL LL LL Q a � C7 U H vi s a a a a O z O Z Z Z Z Z Z Z Z Q z J Q n w J ui �11 to La V � in J in J in J O z g g a. (L cL o u Z o Z Z Z Z Z Q Q a a U � m M ❑ g g g 5 ¢ g r r W s L7 L� a a o 0 0 0 0 Z z z Z Z Z Z Z Z W d w ❑ ❑ ❑ ❑ ❑ O ❑ 1- in oC cc K a oC [[ K K Inc cc K g Qa X = M O O O O O O O O O O o ❑ 0 0 L7 L7 C7 C7 C7 w a x Lo Ln in Ln in in in in in Ln in LL �o H N m v I n ,-i ry m v �n 'o n m rn o H N m v � 0 N 0 m 0 m 0 m 0 m 0 m 0 m o m O r o a o v o v o v o v o v o v o v I v H a H v N a H v o in U U U V U V U U U V U U U U U U U U U U U U U U x C n C � M v L In v U- 0 o o � � t1 �+ J i ❑ faV LL Ln O N N O w N a a C a o N m Ln a) 0 O 'O C 6. o G LL M Q co co ---IM V Y r� N C 4 z Lv J 0- 0 m < N a C LU c Cm 0 7 O ❑ va Ln N Ln N Ln Ill Ln N Ifl Ill Ln N Ili Ln N N v) o In Ln N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N LD LD m ao L%1 m Lri co co c6 eo LD cd co c6 LD m co c6 m v w v m al al v v v v v m v w w m v w w w v Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln v) Ln Ln Ln Ln In In Ln Ln C O C O C O C O C O C O C O C O C O C O C O C O c O C O C D C O C O C O C O C O C O U .0 u u u U u U U U u u U U u u U U U u U J J J J J J J J J J J J J J Y J J J J J J J VI VI UI 1/, VI UI VI UI UI VI UI UI VI N N U1 UI UI VI N UI C O C O C O C O C O C O C O. C O C O C O C O C O C O C O C O C O C O C O C O C O C O U U U U V U U U U U U U^ U U U U U U U U U^ N O N O O O N O O O O O O O O O O ry O O O O N O O O n w n w n w w n w n w n W n W n w n w n W n W n w n W n W n W 0 W w w n W W n o m wo J m wo J m vo J m Luo J m wo 7 CO wo J m vo J m vo J m alo J CO Luo J m vo J m vo J m Lvo m Luo J m vo J W vo J m o vo J m alo J m o Lu J m vo J m vo J m O N Ln O mO to O D 'DD N O N N O N to O !n h (DN N O N N O to VI O N to o In an O MO N Ln O an 'Dan O N D O N MO to mO N to O Ln m In m Ln Ln Ln Ln Ln N Ln Ln Ln 0 Ln Ln Ln Ln N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N O N N N N N N N N N N N N N N N N N N N N N v v v` v c v a v v v v v v v a v v v v v a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O Cl O Gl O Ct O Ol O Ol O M O Cl O Cl O m O OI O Ol O OI O Ol O Cl O Ol O m O Of O m O OI O Ol O Cl O 1(1 III In VI In W In � to V1 Ill an I(1 Ill III to V1 In m W Ifl N O N O o N O N O N O N O N O N O N O N O ry O N O N O N O ry O N O N O N O ry O o n n n n n n n n n n n n n n n n n n n n n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of m m oo m m m m of m m co oo m m oo m m m m m o o 0 o o o 0 o o 0 o o o 0 o o o o 0 0 o m m m m m m In In In m m vl In In m In m m m m ry m Ln Ln Q U w rI w Ln v�i v�i v�i ul O W n Lu w Lu t �I ro ? 7) J J J W W J = � U m g 0 0 0 Ln U w w w w w w w U w w w m z QQ W W W w Ln In Ln Ln Ln In o o J o a a a W w w w a a z a a a a az z z w riI w w w M w J a J a J a J a J w g w g w ❑ ❑ ❑ } > > > ❑ ❑ w m O ❑ cl O ❑ Q U U V U 0 w a � a w a � a w w 0 0 0 L7 (7 a w w w z w w w w w w cc w w w H F w w z z z z z V U U U r r H z z z z j j j j j w w w w a:r In Ln Ln Lan Ln VI W W W W J N m V Ln to n N Ol O r-1 N ri N m V In o In o Ln o Ln o In o Ill 0 Ill 0 In o In H Ln H In H Vl o to 0 LD o l0 o LD o U U U U U U U U U U U U U U U U W W W W w o � U x C C f6 M v L r v U- o o � � J u o N W. L N N O m N a a C a o N m Ln a) C O 'O C 6. o G LL ❑ Z c> Q co co ---IM r- Y y � 4 2 (D J 0- 0 m < � a C W c Cm N 7 O ❑ Ln Ln 0 Ln Ln Ln <n Ln Ln Ln Ln Ln Ln Ln o <n m v) m N O N O N O N O N O N O N O N O N O N O N O N O N O N O N o N 0 N o N o N o N o N O N O N O N N N N N N N N N N N N N N N N N N N N N N N oo m c6 ao co co m eo m co m oo ao co c6 m o0 oo m o6 o6 of co w w w w w w a w w w w w w w w w w w w w w w w cn vt vt in ul to ul vl in to to vl vl vl to vl vl ul vl to in vl ul C C C C C C C C C C C C C C C C C C C C C C c O O O O O D O O O O O O O O O O O O O O O O O U U U U U u u u U u u u u U u u u U u u U V V > > > 7 7 Y 7 2 7 > > > > > > > > > > > > > 7 p VI VI U1 VI N VI U1 UI V1 VI UI 1/1 VI VI N UI UI VI Vl N VI V1 N C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U 1I1 O U � 1I1 O N U V1 O N U V1 O N U Ill O N U � 1ll OC� U ill O N U Vl O N U to O N U 1!1 O N U L 1l1 O N U V1 O N U � O V u'1 O N U L u'1 O N U Vl O N U Vf O N u to O N V � N O N U L Il1 O N U tl1 O N U N O N V O LL W o w w n w n W w o w o w o W n W o w n w n W^ W^ w o w o w o W o w o w w o W o = o > = o > o = o > = o > = o > o = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > = o > o = o > = o > = > VI m N o N W � O UI m O N m N O VI m D O o m N O to m T O U1 m T O . m T O , W y o UI m N O UI m D o VI m D 0 N m T O N m T O . m m O VI m D o VI m T O N m N o In W T o o m T O N m T O N yi N o N 0 N o N o N o N o N o N o N o N o N o N o N o N o N o N O N O N o N O N o N O N o N O N N N N N N N N N N N N N N N N N N N N N N N v r v a Zr v v v v v a v v v v v v a v a a v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O1 O1 O1 C1 C1 0) a, O1 m m C1 C1 M G1 Ol C1 C1 Ol Ot C1 OOl Gl M o O O o o O O o o O o o o O O O O O o O O o O Ill to ifl to VI tll In V1 to to tll ill to to ttl tll in to 1I1 Ln ill V1 to N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O n n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 m m oo oo co m oo m m m m m m m m oo m co m oo oo m m 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 o o 0 0 o o o o m m m m m m m m m m m m m m m m m m m m m m m w U w en Ln W � F O z vl W z ox ''� twil - w }a} w }a} _ w }a} _ w a _ W yay = w a = w }a} > w a > W a > w ya} > w a > w a U =O x to 0 z_ C7 z C7 z 0 z 0 z 17 z 0 z 0 z 0 z 0 z C7 z l7 z w W m J U J w ❑ ❑ 7 m ❑ ❑ m ❑ ❑ m ❑ ❑ m ❑ m ❑ ❑ m ❑ ❑ m ❑ > m O > m O > m O ❑ m O ❑ m n Z ❑ z a � Z z a 2 7 z �Q Ln_ Q U m J ❑ w x u J ❑ w x u QQ d Q ❑ rr W QQ K Q ❑ m W Ln W r Z w } to z O Q U W U W to z ❑ Q U W U w z a U z_ H x c� z J a U z h x u z J a U z_ H x u z J a U z_ H x u z Q a U z_ H x u z a Ja U z_ F x z J a U z_ r x z J a U z_ H x u z J a U z_ F x u z J a 0 z H x c2 z J a U z_ H x QzQ ..7 a U z_ F x u a a p. twn p[ Ln o- Ln J a J a u J a u J Q u J a L J a u a J a u ft J a u w g J a u w J a u w J a u w J a V w J a u w J a u w J a u cc J a u w J a u w J a u w J a u a J a u w J a u w J s u w u w J u w J b W J b- w J G w J G w J G W J b W J W m G w J G W J G W J � w J u w J u w J u W J u w J w J w J W J w J w J w J w W w w w w W W W W w w W w w w w w w w w w w O rl o rl N O o r-i O i l O O r-I N O ti O N ~ ~ N N N M M V V Ill Ill t0 m m M V ul u'1 l0 10 I� o] Ot J J J J J J J J J J J J W W W W W W W W w J W W W W W W W W W W W W W o � U x C C � M v L In � U- 0 O � J i O faV W L O N N O m N a a C a O N m Ln a) C O 'Q C 6. ❑ O LL ❑ Z M 'Q co co ---IM � V •_ r� N C 4 Z (D J 0- 0 m < N a C W c Cm N p O ❑ va Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln ul Ln o In u v) v) Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N co co eo eo 0o ao co � oo co co m eo m co m eo eo co co m v v v v v v v v v v v v v v v v v v v v v C C C C C C C C C C C C C G C C C C C C G O O O O O O O .0 O O O O O O O O O O O O O O U .0 U u U u u U u u u V U U U u u U u u J J J J J J J J J J J J J J J J J J J J J Vl VI UI UI IA UI VI UI 1/, V1 VI iA UI UI VI VI UI UI VI N UI C O C O o C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O o V1 U VI U Il) U ill U V1 U In U In V u'1 U ill U to U In U 1I1 U N U V1 U In U In U vl U ill U V1 U In V 1f1 U N O N L O� O� O� O N O N i O� o O O O i O a O O O N O ry i O O O N O N O O n LL n W n W W LL LL n LL n W n LL n LL n W n W n W n n W n W n W n LL n LL n W n W o w o J w o 7 o v 0 J o v 0 J o w o J n o J w o J v 0 J v 0 J w o J w 0 J v 0 J v o J v o ) J w o J v 0 J n o J v o J w o J w o J m J O O ul 0 O O N O yl O N O O N O yl O O O O O yi O N O O O O oo Vl 0 In In In In V1 .1 u1 In 11 to In In Ln V1 V1 In In 111 V1 In In N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N 0 N o N N N N N N N N N N N N Cl.! N Cl! N N N N N N V V V V V rn M M M rn M M M M M M M M M M M O O O O O ri ri !:i rl ri rl !:i ci ri ri ri ri ri ri r-I ri Ct Gl Cl Cl Ol co M W co M co M OD 00 co W M M co M M o O O O O o O O O o O O O o o O O O o O O In ill lfl V1 to In In 111 V1 to Vl Ifl V1 in In 111 �fl V1 In 111 111 In O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O v v O O O O O N ^ \ N \ \ \ N \ \ \ \ N \ m of w Do n n n n o n n n o n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m >}} J y> }> W p J � C7 Z l7 Z l7 Z p p J O Q v) 2 O ul O u Z) DLn ZO Lu _ m m m m C7 w u F m Z J Z Z Z Z J 3 O J J U V J Lu J J �_ Z_ J J :D0 U r 0 U V U Z p p p J U w m J Z Z Z w Q W W W W Ln J V. w U In VI W Ln J O O C7 C7 l7 Z Z In of to Q Z w j w Z zi O O O U U J i i F V1 V1 Vl J W fQ- J W W J J J J J W W W Z Z Z W cL = ¢ Q W W W a Q Q F F = LL LL LL p Q Vl O J J W W' ww w z aU[ � m Z w a W a U F O O o_ U U U w w w w w w H O Ln < w w w J J J O Z Z Z Z o V Z w w W LL LL U Q a Q Q Q D D D LL LL d' W LL Z Z a m o o 0 0 H 0 H 0 ry 0 m 0 v 0 v1 0 to 0 o 0 o 0 0 0 o 0 o 0 o 0 H 0 16 n n rl N O O O O O O O O O '-I N m 1/1 l0 l0 W W W LL LL o U x C C N LL ❑ O � r-1 O U LL u1 C N N O 0: N V1 Cl C Q 0 N m C 0 N c a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N w of of of w w of w of o0 oo o6 co o6 o6 oa c6 c6 ai al a/ ai ai al al v v a) v v (ii v w v v v w v v Vl 0 m V) V1 m Vl M V) Vl Vl m V1 Vl (A V7 V) Vl Vl (n C O G O C O C O C O C O G O C O C O C O C O G O C O C O C O C O C O C O C O C O C O I O u O u > u > u > u > u > u > u > u O u O u > u > u > u u u u u u u VI C 1/� C C ly/1 C U1 C VI C C IA C in C N C N C C lyll C N C N C VI C N C N C N C N C VI C 0 V 0 VLL0 ^r 0 ^r 0 ^n 0 V^n 0 V^n 0 ^ o U^ O U o V o U O U0^ o ^ 0 V^ 0 ^ 0 V0^ o ^ O U o U o U O UO ^n O O 0 O O O O NN o O O o O O O o O O o n LL n LL LL n W LL LL LL LL 1 LL O W O U 4) O N O w O w O O/ O QO N O w O w O 4J O N O w O a) O O/ O 41 O N O W O N O w O O N O Ul Ul O N O UI N O UI N O U1 N O -in VI O N O VI U1 O N O Ul Ul O N O UI N O Vl N O Ul N O Ul O UI O U1 O Ul O Ul O UI O V1 V1 V1 Vl Vl V1 V1 Vl Vl V1 Vl V1 Vl V1 Vl ill Vl V1 Vl V1 V1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N m m nl m rYl m m <r a c v a a v v a <r v t v c m m m m m m m of m ol rn rn m rn rn rn ol rn rn rn rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O \ N N ^ N N N O O O O O O O O O O O O O O r 0 0 r 0 r 0 n 0 n 0 r 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 N N N N N N . m m m m m m m m m m m m m m a a J ❑ Z Z z z z w w a O O O J J J J 0 F Z Z Z Z Z Z a g Q Q Q ❑ Z O J J J QZQ J J J J Q J d a w w w H = z a a a a a U F 0 z w w w O w Ln J a a a a a a a a ❑ p ❑ z cc ccmFA u u u u u u U u a a Vl Vl In Vl Vl Vl V) V) 2 J C7 cc K K OC [C Of Of W Z W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J J J > W U K d' OC 2' K 2 a' K 0 Q 0 Z Z Z Z Z Z Z O V Q Q Q Q Q Q Q Q O O O U Q Q 2 2 2 2 2 2 2 2 a a a Q m u 0 0 0 0 0 0 0 0 o r+ N o m v 10 n n r J J J J J J J J J J J J J J o � U x C C � M v L r v U- o o � � J u o faw. L N N O m N a a C a o N m Ln a) C O 'O C 6. o O LL ❑ Z r> Q co M ---Ico r- Y N C 4 Z (D J 0- 0 m < N a C W c Cm N p O ❑ va Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln N O N O N O N o N O N O N O N O N O N O N o N o N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N IN N N N co c6 c6 c6 co m c6 c6 co co c6 c6 c6 co co eo co co co m c6 co co w w w w w w a a) w w w w w w w w w w w w w w w LA Ln tn Ln Ln w m Ln Ln w Ln Ln v) v) v) ul ul V, (A LA v) o Ln C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O G O c O c O U U U U U u u U U u U u U U V u u U u u U V U > > J 7 7 Y 7 O J O 7 > > 7 > > > > > > > > O O VI N U1 VI V) VI U1 UI VI VI UI 1/1 VI N VI UI UI VI N N N UI N C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U U U V1 V V1 U ill U U Vl U V1 U 1l1 V �l1 U �Il V tl1 U Ifl U N U N U V1 U � U � V u'1 U ill U V1 U �fl U O O ry O O N O ry ill O O O N O N O N L O N O N O ry O L O ry O N O N O � O N O O N O N O LL n w o w w n w n w w w w o w n w o a) n w n w n w o lL o w n w o w w o w n w wo > vo > vo o J vo vo J o vo 7 o vo o vo 7 vo > wo > vo 7 vo > wo > a)o > )^ wo > vo > vo > wo > vo > vo o > vo > wo > v > N o N O yi o N O o � O N o � O o y) O N o N O o � O N o y) o N o y� o O o � O o � O N o y� O o yi O o � O o O o yi O y� o � O o � O o � O o � O y� ip V) Vl Vl Vl V) 0 o Vl Vl V) V1 Vl Vl L Ln Vl Vl N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 o 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N N N N N N N N N N N N N N N N N N N N N N N V V V V V V V V V V V 7 V V V V 7 d' V V V V 7 O O O O O O O O O O O O O O O O O O O O O O O Ol Ol m Cl Cl ) 0 0) Ol of Ol C1 Cl Cl Ol Ol m Ol Ol 01 Ol m Ol O O o o o O O o o O o o o O o O O O o O O o O V) Vf Vl Vl Vl �Il Vl Vl Vl ill � �fl VI Vl V1 ul t(1 Vl � � V) VI V1 N O N O N O N O N O N O N O N O N O N O N O N O ry O N O N O N O N O N O N O ry O N O ry O N O n n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co o oo oo co oo co ao ow co co oo ow co m oo ro co o ow oo co o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 m m m m m m m ry v v v <t v v v v et v et v v ry ry p Z LLI U J QZQ Z p Z a J_ J_ J_ J_ J_ J_ Q _ _J LnLnaLn Ln 0 Q Q Q Q Q Q Q Q w w w w J Z Z Z Z Z Z w w F W W w w W W w w o 0 0 a g g g J J QZQ J a o ❑ p ❑ ❑ ❑ ❑ ❑ ❑ z z z ❑ w a a a a a a a z w w w w w w w w w w w w p w w w w w w w a Q a Q a Q a Q a Q a Q a Q a Q a Q a Q a Q x u a Q a Q a Q a Q a Q a Q a Q ❑ z z U U U U U U U U U U U LnU z U U U U U U Q F J V) V) V) VI V) V) VI (n V) V) V1 F_ F V) V) Vl V) m V) V) ❑ ❑ ❑ ❑ ❑ ❑ ❑ p p p p z z p p p p p p p J (7 g gg g g g g gno c 'o o I o 'D n �+ o N N N N N N O O O o o00 O ry N N N N N N N J J J J J J J J J J J J J J J J J J J J J J J o u x C C N LL O � r-1 O U LL u1 C N N O 0: N In Cl C Q 0 N m C O N c a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N w w w ai ai w w w w w w w w w w w ai w w w ai N 0 m V) Ln m In V) V) U') 0 m Ln (n (A m V) (f) (n m C O C O C O C O C O C O C O C O C O C O C O G O C O C O C O C O C O C O C O C O C O I O u O u > u > u > u > u > u > u > u O u O u > u > u > u > u > u > u O u > u u VI C 1/� C C ly/1 C U1 C VI C C C lY/1 C N C N C C lyll C N C N C VI C N C N C U1 C VI C VI C O V O V^ O U^ O U^ O V^ O V^ O V^ O U^ O u^ O V^ O u^ O u^ O U^ O V^ O u^ O U^ O U^ O u^ O u^ O V^ O U^ � O N O N O C O� O� O N O� O C O N O N O N O C O C O� O C O N O C O N O C O^ O � n Lw n LL n w n w n LL n LL w n w n w n w n w n w n w n n w n w n w n w n w n W n O W W O O W a w4J 7 w O O W N O N O 3 W U) O O W O/ a O W 41 O O W N CD O W N O O W U/ O 7 O O o U1 O O W N O O W W O w O W O/ O O W N O O W N O O W W O O W N O O c O1 O O O N O t/� VI O N O L N O UI N O ) N O N VI O L O VI , O Vl N O Ul VI O n O L N O VI Ul O N O N o O VI n O L o O U1 O L VI O 3 VI O to to if1 �n L!1 V1 V1 if1 V1 to ifl V1 ifl V1 Vl ill ill �n l!1 V1 in N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m rn rn m m rn rn rn m rn rn rn m rn rn rn rn rn rn rn rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vl In if1 Vl V1 V1 it1 in Vl u'i Vl V1 ll1 if1 ill V1 u1 if1 N O N O N O N N O N O N O N O N O N O N O N N O N O N N O N O N O N O N O N O N O N O N O N N N \ N N N \ \ N N N N f\1 N N N \ f\1 \ O O O O O O O O O O O O O O O O O O O O O W O W O W O W O O W O W O OD O O O W O W O W O W O W O W O O O O O W O N N N N N N N N N m m N N m m m m m m m m O m w J U 0 O Z � a _ _ a w w w C w U z U z Ln O m 0] Ln m m 3 J Q Z Z U = Ln J J w Z w w w w z m H in ~ in ~ ~ U l7 J re z z z a z z Ln Lna a to to U m m V7 V1 In � Y J J - a l=n Z z Z Q Q V z z z z z z 0O D Q Q Q w w a w w w V O0 u (n LL a a a O O vl a a z z z z z z z z z Q Q a a a Q Q a a Q a Q 0 0 0 0 0 0 0 0 o u u u u u u u u u u u u 0 � z a z a z z z a z a z z a z a z a z a z a (D (D m m m C� cc cc U W U W U w U w U W U W U W U w U W V W U w U W o ti O N O m O a O m O 10 O r-+ O N O m O O .-1 O O '-I N O ri N r-i ri ri ri ti N in in '-I '-I N N m m m o � U x C C f6 M v L r � U- O O � J u Q faLL L O N N O m N a a C a O N m Ln a) C O 'Q C 6. ❑ LL �- c> Q co co ---IM v INC C 4 z (D J 0- 0 m < N a C w c Cm N 7 O ❑ va Ln Ln 0 Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln o In v) v Ln N O N O N O N o N O N O N o N o N o N o N O N O N O N O N O N O N O N O N O N O N O N o N N N N N N N N N N N N N N N N N N N N N N co c6 c6 ao ro co m eo m co m oo eo co m m ao ao c6 eo c6 of w w a) w w w w w w w w w w w w w w w w w w w LA to to Ln In N ull u) Ln In Ln Ln Ln In In ul N In In Ln ul v) C O G O C O C O C O C D C O C O C O C O C O C O C O C O C O C O G O C O C O C O C O C O U U U U U U U U U U U U U U U U U U U U U U > > J J 7 Y > > J > > > > > > > > > > > J > > VI VI V1 VI ; VI VI VI VI VI VI 1/1 VI VI VI VI VI VI Vl N V V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U lI1 U Ill U IA U V1 U Il1 U Ill U ill U V1 U Ifl U U N U V1 U N V u'1 U u'1 V V1 U V1 V I/1 V If1 U Ill V Ih U 1l1 O� o O N O N O N O N a O� O N O N O ry (-N O ry o O N O N O� O ry o O N O N O N O ry L O N o O N O N O N n lL o lL LL n LL n IY lL o lL o LL o Il n lL o LL o LL n LL^ LL^ LL n LL n LL^ LL^ LL n LL^ LL n wo (u > m vo > m o vo > m vo > m aro > m vo o > m vo > m vo > m vo > m wo > m vo > m vo > m wo > m wo > m wo > m vo > oo vo > m wo > m wo > wo > m vo > m vo > m yl yl O In O N N O yl O yl N O � O � O yl y 0 y 0 In O � O N � O N Vl O N � O N � O � O yl yl O N y 0 0 N yl O N O O Ln Ln N Ln N Ln m In N m In Ln Ln Ln In Ln Ln Ln Ln Ln N o N 0 N o N o N o N o N o N o N o N o N o N o N o N o N o N o N 0 N o N o N 0 N o N 0 N N N N N N N N N N N N N N N N N N N N N N v v v v Zr v v v v v a` v v v v a v v v a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O1 Ct O1 C1 (n ) m cn OO1 0) Cf C1 M Gt Ot O1 Cl O1 Ot m Ol M O O O O O O O O O O O O O O O O O O O O O O N O N O N O N O N O N O N O N O N O N O N O N O N O ry O ry O N O N O N O N O N O N O N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w co co co w co w co w w w of w w oo w w w w oo w o o o o o O o o O o 0 o 0 0 0 o o 0 o o o o m m m m m N m m m m m m m m m m m ry ry m m m Z g F __ >_ >oro _ _ > > > Iz yW >_ >>_ y> O > w z z z z z z z z z Wa z z z Q 0 0 O O 0 V C7 In a m > > C7 O J Z m m m m m m m m Z o m m m Z g Q W Z Z Z Z Z Z Z J Z Z Z W In — ga Z 5 g 3 g � 0 m a g a a g m a a o a a a a L7 Ln L YY > z z (D Z (D (7 z C7 z (D z 0 z (D z L9 z z C9 z C9 z V z z z z z ~ r w Z z a w Iz a a (D U U w M m 00 m m m m m m m m m m a as a a z z O 3 > > > �. > > 7 O 7 0 z C� L7 O O J J 2 J J J J J J 2 J J J z Q 0 F Z Z ? j W a a i a a a a a a a a a a J F a w p 0 > J J J J J J J J J J J a a Q J J m m Q a a a a a a a a a a a a z w z z U u u u u u u u u u u u u - 2 m m a a Z Z Z Z Z Z Z Z Z Z Z z Z 3 ac J a J z a 2 a 2 a 2 a S a 2 a 2 a S a 2 a 2 a 2 a 2 a 2 a m a 2 D Z Z LL a LL m U U U U U U U U U U U U U W W U W W W Q Q Fn W W W w w w w W W w w w W F F > F a 2 Q Q J a Ln cn w to a a a CC a O f-1 N O -i O o '-I N o '-I O .--I O '-I O '-I O r-I 'y r-I H N m m V V ry ry N M m V V Ifl Vl t0 to n n W W IL W W w W W cd a d cL a d a a a a a c. a a a m a I x a a a a a 2 a x a 2 a o � U x C C f6 M v L r v U- o o � � J i O faV U- L N N O m N a a C a O N m Ln a) C O 'O C 6. ❑ LL �- M Q co co ---IM r- Y r� a 4 z (D J 0- 0 m < N a C LU c Cm N 7 O ❑ va Ln Ln 0 Ln Ln Ln 1n Ln Ln Ln Ln Ln Ln Ln .1 o .1 vi Ln Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N o N O N o N N N N N N N N N N N N N N N N N N N N N N co m c6 c6 co m c6 c6 co co m co oo co co c6 eo co co c6 c6 c6 w w w w w w a w w w w w w w w w w w w w w w LA Ln tn Ln In In � u) In In v) Ln In In In Ln LA Ln In vl vl v) C O G O C O C O C O C D C O C O c O C O C O C O C O C O C O C O C O C O C O G O C O c O U U U U U U U U U U U U U U U U U U u U u U J J J J J Y J J J J J J J J J J J J J J J J J VI VI U1 VI N VI U1 UI !/� VI UI 1/1 VI VI VI U1 UI VI VI UI 1/1 VI C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U IIl U Ill U IA U V1 U I(1 U Itl U I!1 U V1 U I(1 U I!1 U IIl U Ill U Ifl U u'1 U IA U IIl U Vl U Ifl V I(1 U 1l1 U V1 U N O � O ry O N O N O N � O� O O ry O N O N L O N O N O O N L O N O N O N O N O N y O N O N O N LL w o W W n W n w w W W o w n w o w n W n W^ w^ w o w o W o w n w o w o W n o wo J m vo J W o vo J m vo J m vo J m vo o J m v0 o J m o vo 7 m wo J m wo J m vo J m ivo J m wo J m ago J m wo J m vo J m vo J m wo J m wo J m vo J m vo J m vo J m VI VI O N VI O U1 In 0 N u1 0 VI D O o uI 0 to ul 0 h T O o D 0 , n 0 UI LI O UI D 0 N D 0 N D O N T O U1 vI 0 U1 T O . In O N N O N III O U1 In 0 V V1 0 N o N O N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N o N N N N N N N N N N N N N N N N N N N N N N v v v a Zr v v v v v a v v v v v v v a a a v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 Ol 01 C1 C1 0) O 01 (n Ol C1 C1 M G1 O1 m ) cn Gl OO1 Ol OO1 O O O O O O O O O O O O O O O O O O O O O O Ill Ifl Ifl Ill Vl Ill In Ill Ill Ill Ill Vl Ill Ill IIl Ill Ill Ill Ill Ill ill to N O N O N O N O N O N O N O N O N O N O ry O N O N O N O ry O N O N O N O N O ry O N O N O n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cv 0 m 0 co 0 co 0 co 0 w 0 co o m O w o m o co O co o m o co o co 0 oo o co O co o m o co o co o oo o m m m ry m m m m m m ry ry N ry m m m m m m m ry Q a z w O � w a Ln Ln z x � J z p VI Ln m O F¢ a g D zLD m "' U EL O z u z w a g O v In In vl vl U m r C7 m m I_ H H w tn z O p O ¢ z w Ln Z m H H F !n ul ccLn w U vl m 0 z z z m m n ¢ ,� z a U > > > m w s s cc a m U v ww O In m w w w w Z Z Z Z j cc m N VI In ( j U 1 U QQ I pi U1 U1 s s m vl > w J w w w Ja a a W w a a a a p J p J p J p J w In VILD J } y } f- N OU OU z aC z z Z z m Z m In LnOU UO FpF 7 O z Z_ Z m m m w w w w '� 'b 'b '� H m U m m p p O ¢ ¢ O cc J M J a J a J m J o. W vl W 1n O x x O x O x Ln a 1n vl vl w m m m N m m m d' Ifl Ill 10 W d d d d d d d cL d a d d a a d to vl In vl In vl ul U x C C N M v L r v U- o o � � J i ❑ f6 V U- L N N O m N a a C a O N m Ln u) 0 O 'O C 6. ❑ O L.L M Q co co ---IM r- Y r� C � 4 2 Lv J 0- 0 m < � a C LL c Cm 0 L) O ❑ Ln Ln In Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln L Ln L tn Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N ry N N N oo c6 c6 ao co co oo eo m co m ao eo co c6 m eo ao co eo ro cf Ib w w w w w w w w w w w w w w w w w w w w w w w Ln Ln In v) Ln m Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln v) v) M Ln Ln Ln ul C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U U U U U u u u U u u u U U u u u u u u U V U 7 > > 7 7 Y 7 7 7 7 7 7 > > 7 7 7 > 7 > > 7 7 7 VI VI U1 VI N VI U1 UI N VI UI 1/1 VI VI N UI U1 V1 N N VI N IA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U lI1 O U Ill O N U IA O U V1 O N U Il1 O N U Ill O U ill O N U V1 O N U v1 O ry U 1/1 O ry U Il1 O N U Ill O N U Ifl O U u'1 O N U IA O N U V1 O N U V1 O N U Ill O N V If) O N U Ill O N U Ill O N U 1/1 O N V O LL n lL o lL LL n LL n LL LL o LL o LL o LL n LL o LL n LL n LL^ LL^ LL o LL o LL n LL^ LL o LL o LL n LL w o > v o > o v o 7 v o 7 v o 7 v o o 7 v o 7 v o 7 v o 7 w o 7 v o 7 v o w o 7 w o 7 w o 7 m o > v o > w o 7 w o w o 7 v o 7 v o 7 w 7 VI In 0 VI o yl O UI m In O N m N O VI m . o o m ul O UI m T o UI m T O o y o , W y 0 UI m Ifl O UI m D o N m D O N m T O N m T O UI m D o . m T o N m T O VI m y o N m T O o m T o U1 m D o N o Ln Ln N Ln N Ln N In Ln Ln In Ln Ln Ln In Ln m Ln Ln N Ln N o N 0 N o N o N o N o N o N o ry o ry o N o N o N o N o N o N o N o N o N O N o N 0 N o N o N N N N N N N N N N N N N N N N N N N N N N N v v v v Zr a v v v v a v v v v v v v v v a v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) Ct 0) 01 (n ) O O m Ot Of 01 M Gt Gt O1 C1 cn Ot m Ol (n cn o O o o O o o o o O o o o O O o o O o O O O O In In In In In V1 In In In In to In II1 to II1 In In In In In N O N N O N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O ry O N O N N O N O N O n n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co co co co co co co oo co co oo oo oo co co m m co co oo oo co co 0 0 0 0 0 0 o 0 o 0 0 o 0 o 0 o o 0 0 o o 0 0 m m m m m m m m m m m m m m m m N m ry m m m m a z m m OJ LL Ln Iz z LL m OO JLLN Z z 9 m O LL ❑ zN Irvz z LL Of JLLm O' g Qz K m 2 O 0. m t7 _z LLLL ❑ U _z LL m U Z Inc LL m z Z OQ❑ z LL zQ Z LL z z m O O LL F Iz z O Z N Z z g m O LL ❑ z O Y m a z_ U LL. O O m iz LD ❑ C Z a Z O LLO m Q +OLn z¢ a z a z m OJ LL r LZ z OO Z N z z 9 m O LL ❑ Iz z K m z g 0 Z m m O m 0 m a z oc M g a z m n z g Z O �_ O z g Z O jO O g z u 9 Cc O F Lnz oC " LL g a z V cc O LL ❑ 0 K LL LL m g a z u m O O J o z �LLLL Q K i Z C7 Z a O LLg Nn W W W W W W W W W W W W W W W W W W W W W W W a a a a }a} }a} }a} a yay }a} ya} yay }a} }a} }a} yay a rar }a} ya} a f}L F- a LD C7 0 L7 L7 L7 0 U L7 L7 C7 0 L7 C7 C7 (7 l7 C7 L7 L7 C7 L7 (7 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z m m co m m m m m m m m m m m m m m m m m m m m N m 7 O O '-1 �Q-I N m V' O N N N N N N m m m m m '7 d' V 4 4 o U x C C N LL O O � r-1 O U LL u1 C N N O cl� N LA Cl C Q O N m C 0 N c a Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N w W of of of o6 w o6 of ro N ro of of N a o6 of c6 of o6 o6 ai a/ v v v w v v v v v v v v w v v v w v v v N o m v) Ln u) I m (1r) Ln v) V tn m (n /n Lf) C O C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C o I O u O u > u > u > u > u > u > v > u > u > u > u > u o u > u > u > u > u O u > u > u > C C C C C C C C C C C C C C C C C C C C C C 0 V O N 0 V^ O N o U^ O O U^ O N o V^ O 0 U^ O ry 0 V O N o U^ o O U^ O o U^ o o U^ O O U^ O o U^ O ry 0 U^ o N 0 U^ O 0 U^ O N 0 U^ O 0 U^ O N 0 U^ o 0 U^ o o U o O U^ o N n w n w n w n W n w n LL n W n w n w n w n w n w n w n w n w n W n w n w n w n W n w n w n W O O W N O t/� 7 L O VI 7 n O VIo O N\ N O UI O W N O Ul O W N O N O W VI O O N\ n O VI O W o O U1 O W Uf O O W VI O O o VI O O W n O V1 O W L O U1 O W N O VI O c VI O O W VI O O W Vf O O W N O O 3 VI O O S VI O O W V1 O tl1 tl1 if1 ill V1 V1 ifl �l1 Vl �!1 V1 ill �(1 t!1 V1 ifl ill ill �Il ifl ifl ill N O N O N O N O N O N O N O N O N O N O N O N C. N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N a v v a` a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn rn rn ol rn M rn rn M rn rn rn rn M rn rn ol rn rn rn ol rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1 �Il it1 ill V1 V1 i11 it1 ill V1 �Il ill ill t!1 �f1 it1 ill V1 V1 if1 ill �l1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m m m M M m m m m m m m m m m m m m m N m m Q J z J J J 2 z a Z z)❑ i W >a F 0 a � co m Q� O O VI zz N i W a 0 Z co m c� 0 LL ❑ Z _ O ❑ m i W a 0 aza 7 Z V m O O ❑ V Z O m i W a l7 O ¢ IJ/1 i W a 0 z O O i W a C7 a z co cc p LL F N O z N i W >>a F l7 d z_ K O O w ❑ N l7 O O 0 M % W a l7 a z O m 7 O m i W a 0 Q< z m m 0QO m J V1 i W a 0 z O ❑ O w W a 0 z O O w ti 14 lzQJ7 m z N i W a (D t� az m m w Z N m OO lzQLLJ m M % W a lD z a z V m O 0 Mw a O K % W a C7 Z g Cz7 - ma J u/ � w M Qaz O ¢ ❑ j O � w > Q a? LL p m � w > Z O wzD O Q l7 ❑ Z �Wz2 O 0p > O Q 0 ❑ Z O Wz Iz >m O Q (D ❑ J Fw❑ �2f Ln O u l!1 O Q Hw❑ Uzi Ln O u In O Q z 0 z 0 z 0 z 0 z 0 z 0 z 0 7 z 0 z 0 z 0 z 0 z 0 7 z 0 z o O m J O m J O m J m a W I-2 a W a W ❑ z O ❑ z O m m m oo m m m m on m m m m m U U U ❑ ❑ O W w ri N O ul vl u-i ill to to to io to n n n n n m m m rn rn rn ❑ O U x O O E H (O LL O O � r-1 � L i O U LL u1 C N N O cl� N In a Ol C Q O N m v C 0 a N c LL N 0 N 0 N 0 N 0 N 0 ry 0 ry 0 N o a v v a a v v a a � a w a v a v n n n n n n n n N N ry N N N ry N N N E E E v v v v w w v v v cl v cl v a v a v o. v a v a v a v a v o. Vl U') Ln V) V) Ln U') In E E E E E E E E E E (U v^ N C C C C C G C C B M @ @ B M @ ,.., Of m .... m O O O O O O O O Ln Ln Ln 0 V) V) Ln L V) c N C N C N U U U U U U U u ' ' O N O N\ O i E i i i 2 i i N N vl Ol N N N U) N Ol ^ N^ ❑ N ❑ N ❑ tll itl in ill �fl ifl in i(1 �!1 N 0 0 0 0 o ,OT U0O U0 � C oj ,O C aj + -Ozr C N oj N_U0 O O O O O O N >>N >N U! O C)a 4J o N O N O W O U1 O N O ul U U u'i U itl U ul U ul U U U U iN ul V V N U\ V\ O u1 7 VI W 7 VI > N W > Ut 7 N > VI O > N W d' N O N K N O 4' N O K N O K N O 4' N O 1' d' N O Nn N O a' N O S N O K N cc N N N a a a a — N a — a a a a a a N O N O N O N O N O ry O N O N O N O N O ry O N O N O N O ry O N O N O N O ry O ry O N O ry N N N ry ry N N N ry N N N Ell! ry N N N N N N a v v a v a <r a 0 a o0 m m m m ao m r I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) m Ol Ol 0) Ol Ol Ol Ol Ol 0) Ol Ol 0) Ol Ol Ol Ol N N N O O O O O O O O O O O O O O O O O O O O O Vl ifl ifl in Vl �Il N N to u1 ifl N O N N O N O N N O N N O N N O N O N N O N O N O N O N O N O N O N O N O N N O N O N O N O N O N N \ \ f\1 \ N N N N N N Q ry N z N ry ry N n n n n n n v v v ID 10 v v a a v 0 0 0 W O W O O W O O W O W O W O N O N O N O W O O N O N O N O N O N N N N 0 F 0 C 00 r �_ Ln Ln J J in a J Z ❑ ❑ Q W Zf d J w Ln O cc Vl V7 ❑ ❑ z ~ z z Z a o o g z O O z z z 0 Z Z w J J J J w w C O a a a '-I d Z O Ln Ln in vi H F w w w J J w w z z z z z O O ¢ 0 0 0 0 z z F � z z Q�Q J J a a W J J Q ❑ Q ❑ U' Z U' Z K J J ❑ ❑ QQ Z Z LL W LL W cc. > > o r r > z z a a w w > z z 0 0 o z Z Z 0 w w z - z - > a a a 0 W w cc > > > u � (D o 3 ? u cD 0 rl r1 N N M N M w lL LL LL w LL LL LL w 0 LL LL LL ❑ ❑ ❑ ❑ ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 Vl VI Ln In Vl VI Ln In ri N m a in 10 1 00 Ol ri ri N m o U x O LL O O � O U LL u1 C N N O cl� N In Ol C a 0 N m N H C 0 w c a. a a a a a a a a a a a a a a a a a a a a a a a w a w a w a w a w a w a w a ai a w a w a w a w a ai a w a a, a a, a w a w a w a a, a w a ai a av a E E E E E E E E E E E E E E E E E E E E E E E w w w w w w w w w w w w w w w w w w w w w w w m� N C my N C ma N C m� @ N C my N C my N C my N C m� c N C my N C o, N C ma c N C my N C m� @ N C m� c N C my c N C my c N C my @ N C m c N C m c N C my c N C m c N C m c N C m N C .� O O .� N .� O .� O O .� N O .� N O .� N O .� N O .� N O .� N O .� N .� O .@ O O .� N .� O .� O O .� N .� O N O .� N .� O .@ O .� O \ ❑ N ❑ N \ ❑ N \ ❑ N ❑ N ❑ N ❑ N ❑ N ❑ N ❑ N ❑ N \ ❑ N \ ❑ N ❑ N \ ❑ N \ ❑ N ❑ N O N ❑ N ` ❑ N \ ❑ N ❑ N ❑ mct ma my my my my ma my my my ma ma my ma ma mar ma my ma ma my my m C 'j OoOOOOOOOOOOOOOOOOOOO C= Cj N Cj N Cj Cj Cj Cj ry Cj Cj Cj Cj Cj ry Cj Cj Cj Cj Cj Cj Cj Cj Cj O C a o a o a o a o a o a s a o a o a o a o a o a o a o a o a o a o a o a o a o a o a o a o a U N N U U N U N � N U N C N U N C N U N � U N N U N U N U U N N U N N U N CCN U U N N U U CCN U U U f\1 U \1 � U a a N a N a a a a N a a N a N a N a a a a N a a N a a N a N a N a N a N O N O N O N O o o N O N O N O N O N O N O N O o N O N O N O ry O N O N O N O N O ry O N N N N N N N N N N N N N N N N N N N N N N N r n n r r r r r n r r r n r r n n n r n n n r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O N N V V C N V V N V N V V V N O N O N O N N O N N O N O N O N O N O N O N O N O N O N O N N O N N O N O N O N N O N N O N N O N O N O N N N N N N N N N N N N N ry N N N ry N N N N ry to tGl O O O O O O O O O O O O O O O O O O O O O W W N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O O v m ti O H H H Z W O O O O it1 O O O } } } } m � a rn � a a a a J J z VI Ln Ln In J J w H H w F- O O W W Ln J J U 0 0 0 0 ¢ ❑ ❑ ❑ ❑ 0 0 w ° ~ J Z W K C Q J O J W Z W W W Z a x Z Z Z ,� ,b ,,�y ,� J } Q 5 C U Z O O Q Q W z z z z g z O cc O a a ¢ QQ J J z l7 U O O U z J J z z a a a Ja F Q Q Q C� Q vi F- FU- F F Ln H H O 0 d Y } W W W W ❑ V) u) W W J Z Z H H a Q Q Q ❑ ❑ ❑ ❑ L7 >w W W ❑ W (,� O O J J J a 0 Z ul 0 > x x x x J z Z U O O ❑ ❑ z z z z z z z z Fn O a F F F F Q z a W 0 0 LD 0 o W W o 0 0 o a a a a x 0 0 _ x x ❑ ❑ nf c� cc cr a a a a w ❑ a z z vi in in U in r r n r r r n r r r r r n n r r n n r n n n n r r r r n n r r n r r n n r r r r r r r r n r LL LL W W ti W OW O O O O O O O O O O O O O O O O O O O O O 0 o m v in to r o rn O to V m 1p n O m r-I r-� ri rl r-i ri ri ri N ri N N ry N N N ry o U x m LL O O � O U LL u1 C N N O cl� N vl Ol C Q O N m N H C O w C LL a a a a a a a a a 'o a a a a a a a a a a a a ai a w a w a ai a ai a w a w a w a w Q w a w a a, a w a w a av a ai a ai a w a w a w a a, a w a E E E E E E E E E E E E E E E E E E E E E E vi u� u L� Ln Ln Ln L in v vi vl w w w w w w w w w w w w w w w w w w w w w w v ma C ma C ma C m� C m� C M C ma C m� C ma C m C ma C ma C my C my C ma C ma C my C my C my C ma C ma C my C O O O O O O O O O O O O O O O O O O O O O O O N Q N Q N O N Q N Q N Q N Q N Q N Q N Q N Q N Q ry Q ry O N Q N O N D ry Q N Q N Q N Q N Q N L6 LU z ra z N L6 `i L6 ti ti z ti L ti L4 `i ti ti z ti v my my m<r my ma ma o+�r ma Clv alv C+a a C+v Clv C+a C�a C+v Clv C+v C+a C+a Clv N C N C N C N C N C ry C ry C N C ry C ry C ry C N C C N C ry C ry C ry C ry C ry C N C ry C ry C ry C N M N N U N N U N N U N N U N N U N C N U N C N U C N U N O N U fl w N U N cc N U w N U w N U m N U N w N U w N U w N U w N U N w N U C N U N C N U w N U \1 w N a a a a a a a a a a a a a a a a a a a a a a tl1 to if1 V1 V1 ifl i(1 In i(1 i(1 ill ifl i(1 ill N ifl i!1 ry O N O N O N O N O N O N O N O N O N O N O ry O ry O N O N O O a N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N r r n n r r r n r r r n r r n n n n r r n n O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O v v a v v v a v v v a v v v v v v a v v N O N O N O N N O N O N O N O N O N O N O N O N O N N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N ry N N N ry ry N lV N fV O O O O O O O O O O O O O O O O O O O O O O N N N ^ N N N \ \ N N \ N N N N \ N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O ti ,-I U m N w CC O w m Q o z O + z z a m w � w O O O O O Z + + LL J W p v + W w w v~i (n O Ln Q z C7 W W ry ~ J w Q H u) of � FLO Ln o o rC cc z Z Z O a a O Z Z ~ U Qg Q 0 z z J LL J r QF J FL= Vl 11_ O w z Q Q Q Q F Vl W Q [L [L W W W W V7 W W W W J K Q M M J W Q W Q W w w LL w w LL Z O LD W < u 0 0 d' w w w Ul V) w w Q U Q U Vl ul U1 Q l7 Q Q Z_ O J a a a a w w a a a a Q 2 p Z_ Z ¢ w J J C w U Z Q Q Q U J J J J w w w W �y �y W W w Q Q Q Q W w w Q g Q U U O Q Z Z W Q Q Q U Q W J W W W ut W vt W in W vl w a w a vl Ln ut O O Z Q 7 O O 2 2 a a 2 2 a a 2 w z V Q Q Q F nf cc rc cc K cc cc � z z z v w O r O O O O O O O O O F w w O U U F J } 2 2 F F F F F F F F F LL J J Q ut n Lnw z p 2 a a Ln Ln in Ln Ln ut ut in in m m m r r n n r n r n n r r n r r r n r r r n r n w O w O w O W O w O w O w O w O w O w O 0 w O w O 0 w O w O w O 0 W O o w O O r co m O N N M Vl 10 r OJ Ol O - 10 n m N N N M M M M m m M M M M t V [T 7 V d' C t 'C U x N � E H m LL O O � O U LL u1 C N N O cl� N In Ol C a O N m N H C 0 c a. a a a a a a a a a a a a a a a a a a a a a a a m a m a m a m a a) a m a m a ai a a) a m a m a m a ai a a) a a, a a, a m a a, a m a a, a ai a a) a av a E E E E E E E E E E E E E E E E E E E E E E E 2 Bm N m ,f0. N m m y m m m y m m m Iq Ln Ln Ln Lna) al m al al al al a) a1 my m ry C my m ry C ma m ry C m� m ry C m� m ry C my m ry C my m ry C m� m ry C my m ry C my m ry C ma m N C my m ry C m� m ry C m� m ry C my m ry C my m ry C my m N C m� m ry C m m ry C ma m ry C m� m ry C m� m ry C m m C .� O O .� N .� O .@ O .� O O .� N O .� N .� O O O O O O O .� O .� O .� O O .� N O .� N .� O .@ O O .� N .. \ ❑ N ❑ N \ ❑ N \ ❑ N ` O ry ❑ N ❑ N ❑ N O N ❑ N ❑ N ❑ N ❑ N ❑ N \ ❑ N \ ❑ N \ ❑ N O N ❑ N ` ❑ N \ ❑ N ❑ N ❑ ti ri ti ri v � .... � .... �D .... �-+ � .... id .... ra � `. � 'a�d v ... � � � v ,-a La La v ti � _. N � .... ti � .... ti � ,... 0 my ma my my my ma ma my my my ma o+a my ma o+a mar ma my ma ma my my m C N O Cj OOO Cj j j O Cj OOOOOOOOOOOOO.� Cj Cj ry Cj Cj Cj Cj Cj ry Cj Cj Cj Cj Cj C OOO Cj Cj Cj O C a o a o a o a o a o a s a o a o a o a o a o a o a o a o a o a o a o a o a o a o a o a o a U N c N U N cc N U N U N N U cc U N N U U N N U N U N U U N N U N N U N cc N U U N N U U cc U U U f\1 U N cc N U cc a a a N a a N a a N a a N a N a N a a a a N a a N a N a N a N a N a a N O N O N O N O o N O N O N O o N O N O N O N O ry O N O N O N O ry O N O N O N O N O ry O N N N N N N N N N N N N N N N N N N N N N N N r n r r r r r n r n n r r r n n r n n n n r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O v a v v a v v a a a v v v a v a v v v N O N N O N O N N O N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N O N O N O N N N N N N N N N N N N N ry N N N ry N N N N ry O O O O O O O O O O O O O O O O O O O O O O O N N N \ N N N \ N N N ^ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O 7 V '-I � O r-I 7 U m VI m Ln 0 w U zz a w z ° ❑ C7 Ln LD Ln z Z � � N U7 J J W ❑ ❑ Q Q a U z Q O O F z Z U Z Z Q ❑ Z ❑ Z U Z U z O_ O_ O_ J a ❑ ❑ 9 a J O O F H F J V) V) 7 ❑ 7 O K J Z Z Z Q W W Q Q Q Q ~ Z Z w Ln w z p w a a a p J m J m O m O m z z z O O O u z J Z z z z Q Q Q Q ❑ ❑ ❑ in in in Ln in in in Ln Ln O F E: E: E: a a a a ZQ ZQ ZQ J J J J J J J J J w w w awaa¢a a a a ao ° ou' x x x x m U Iz La z FLQ 7C7C7Q Q ❑ ❑ ❑ ❑ Z W W W Z J J J J U U U g g g g g g Q O U' U' l7 w w w w w a cc m m m ac cc m m cc cc in Q Q Q Q Q Q O O O O O O O O O F O (D (D > z cc ED m m in in in in Ln in in in in ? w in in in a Ln Ln F- Ln Ln r r n r r r n r n r r n n r r n r n r r r r r r r n r w r W r W n LL r W r W r LL r w r W r W r W n W r w r w n w r W r W r W n W r W O o O O O O O O O O O O O O O O O O O O O O O N m V if1 to r o7 m O rl N m a �n to n W m O ri v v n n n v n n n v n to to to o �o 0 0 0 0 o r n o U x v � E H O LL O O � I--1 J L O U LL ,n c (N N C) N In Cl C Q O � m v C 0 v C LL a a a a a a a v a a a v N C N C N a N C a a v a E E E E E E co 00 00 00 co co r-I c m co m m in In vl vl vl vl m a v a v a a v a v a v a a (U a a) a a) a v a a)v a a v a N a 0), N C w N C a, cm v N C v � v N C a � @ N C a 'M N C E Vl E 2m Vl E to E y V1 E Vl E m Vl E m Vl E to E Vl E Vl E to E rB In E In E Vl E Vl O O O O O O O v N of v N a v C N m <r C N m a C N m v C N s v C ry n C In a N 01 vl <r Ol n N vl a 01 n N vl v Ol N N vl a N n N vl <r Ol n\ vl N Ol 01 \1 vl N Ol N vl N N OJ N vl a OJ vl n N N OJ !:� n N vl v Ol !:� UJ vl a UJ n N vl a OJ E� n N vl a OJ C O N o N N 'j O IO N ao V N a N 'j O IO N o_o V N a N 'j O IO N ao V N a N 'j O IO N ao U N a N 'j O IO N o_o V N � N a 'j O IO N o_o V ry a N 00 O V¢ N a O M O V¢ N w O a CO N O U¢ N w 2, aa N @ O 2._.2�-- V Q N w O N O V¢ N W O a 00 O V¢ N � O a '-I ry U¢ N W O a '-I ri V Q N w O a N r-I rl V Q N a O N 00 O U a N a O N ti r1 U Q N a O N N @ O U Q N a O N CO O U Q N a O ry 00 O U¢ N a O N 00 O U¢ N a O N to to If1 In V1 Vl Ill �fl Ill to Ifl Ifl Ill �!1 Ifl Vl Ill ✓1 Vl Vl Ill N O N O N O N O N O N O N O N O N O N O N O N O N O N O ry O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N n n n r n r r r r n r r r r r r r r n r r O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O V V C V V V C N N C V V V Q V V V C N O N O N O N N O N O N O N O N O N N O N O N O N O N N O N O N O N O N O N O N O N O N O O O O O O O V C V to 10 C N N N V N V V V C O O O O O O O O O O O O O O O O O O O O O O } ti O CD O } O O O } O H O } O + O O O } D O O } N O O } N Q O U In O mQ z ¢ H _ C7 J W w cc I~il ¢ z p Z = pU In J W o w F 0 Z J F U x R Ln J Q O w In t c Q O_ w w U > H In - m o In J F w Of U > F Ln a ° O w w VI C w o U Ln O Z QJ a W w l7 Ln O Z QJ aC W w lD Z H Z OV Q Z ON o x Z J H Z 00 Q Z ON o x Q g J ¢ > O OO 00 O w J O_ Q a O_ d w Z J W a LI) O H } co W J O a z J a d w Z J CC a Ln O H } c0 w J O a Z J a d �' w Z J ofQ a = O ¢ W w > O O } Q m 6 V) J w 0 z z Q J w Ln Q 0 W C- Ln In J 0 Iz z Q J CC W Ln Ln F O } ID In N l0 Ln In J w 0 La z QQ J a w Ln t~n o } VI N V 0 In J w 0 I z Q J a W Ln J ¢ F W Cf a W I� r W r W r W r w "i N ri N ri N ri ry N ry ri N ri N ri N N N N N N N N O N O l+'1 O Q O to O Lfl O ^ w O w O w O w O w O w O w O w O w O O O O ri O N O fn O V O Ill I� n r r n n �-i N f�'1 V Ifl 1p I� O Ol N ri ri r-I N r-I o U x C C N LL >>O r-1 L i O U LL ,n c N N O cl� N In C C Q O v m v c 0 a v C LL a a a a a a a a a s a a o a a a co m W W m co O O m O m O m O m O m O m O m O m O m O m O m O m O m O m O a a a a a a v a a v v v a v a v a v v v a a (L) Q (V Q a) Q m Q a) Q a) Q N o N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 E E E E E EN N N N N N N N N N N N ry N N N 2 N 2 2 2 2 O O O O O O O O O O O O O O O O U') Ln Ln Ln Ln \ N N N N \ N N N N N N N \ \ N M m m m m M m m m m M m m M M m N N N w N a a a a a a a a a a a a a a a a v 3 r 3 v 3 v ; r ; a v m v v v ai v a) v m w ai a) v 1 a) al N Ln a� aJ N d' N N Ln d' Ln E E E E E E E E E E E E E E E E vzw vE v "y v '� v m m 2 2 y m m M 14 M m m - m � m m W m m m V1 VI in in Ln Ln Ln LA0 0 in -M LA(n VI 0 O O g O 3: O O �: O F F F F F F F F F F F F- F F- F- F v U v U v U v U v U a U 0 0 O 0 0 O O O 0 0 o O O 0 0 O N � o N cco N � o N � o N cc N � o ❑ x a ❑ x a ❑ x v ❑ x v ❑ x a ❑ x a ❑ x a ❑ x a ❑ x't ❑ x a ❑ x� ❑ x v ❑ x v ❑ x <r ❑ x v ❑ x v a N N O N O N O N O 0 N O N O N O N O 0 N O N O N O 0 N O N O N O N O N O N O N O N O N N ry N ry N N N N N N N N N N N N N N N N N r r n n r r n n n r r n r r n n n r n n n r O O O O O O O O O O O O O O O O O O O O O O N N N N N N 0 N N N N N N N N N N ry N N N N O O O O O O O O O O O O O O O O O O O O O v v a v v v v a v v v a v v v v v v v a v a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N ry N N N N N N ry ry ry N N ry ry N N N ry v v a v v v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W O W O m O W O m O W O m O m O m O m O m O m O m O m O m O m O m O m O m O m O M O m O O O O O O O O O O O O O O O O O O O O O O O a Q M a ti n w Ln in ¢ a O O w w a a z w w Ln Ln Ln Z w w w Ln Ln J J J J I F Z Z Z ❑ ❑ O O O O O W W W W J J J Fc K ❑ ❑ ❑ ❑ a a a F z Z w a a a U U Z m m m m F l7 (D w z z z w w O Ln Ln W W W 70 Z Z Z [l F ¢ a ¢ Z Z 3 a a a a a ¢ ¢ W W g J J a a a J W W J J J 2 2 c ❑ ❑ U U J W W W Z Z Z Z Z Z ❑ a[ cc K K K U Q Q z z z z in O O O O O J Ln vai Ln vai 0 OU O a a a a a a a a v~i Ln v~i Ln Lnx w w w w w w n r r r r n n r n LL w w w LL w w O m O r O m O rn O o O ,ti W O w o w 0 w 0 w 0 w 0�o 0 wr w o w 0 O 0 O ,..,� O ry O M O v O in O 10 m �r vi m a,� � r+ �+ � � r+ I 0 O U x C C f6 M v t r � LL O J u ❑ N V LL L O N N O cc N in 'O a C a O v m Ln a) 0 O _0 C 6. 0 0 L.L M 'Q co co ---IM \/ r� N C 4 Z (D J Q o m< N a C W c iT 0 D k va 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N \ N N N N N N N N N N N N N N N N N N N A) m M m m m m m m m m m m m m m m) m m m m m m O O O O O O O O O O O O O O O O O O O O O O O v v v v v a v v v v v v a a a v v v a v v v a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N O O C. O O O O O 0 O O O O O 0 O O O O O O O O N N N \ N N N \ N N N N N Cl N N N N N m m M M m m m M m M m m m M M m m m m m m m m a a a a a a a a a a a a a a a a a a a a a a a d a v Cl m a w a v a v a w o_ v a v a m a a, a a, a a, a v a ar a m a m a v a w a w a m a v a w a E E E E E E E E E E E E E E E E E E E E E E E ate+ an+ Y ate+ ate+ y Y Y 0 ate+ Y m m m m Jam+ m m m m V1 V) VI V1 V) VI Vf Vf VI V7 F- F- O O O O O O O O O O O O O O O O O O O O O O O x v x v x v x v x v x IT x c x v x v x v x v x v x v x v x v x v x v x a x a x a x v x a x F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- N F- Ln Ln V1 V) V1 Ln �n V) V1 Ln V) V1 V1 V1 VI Ln V) V1 Ln V) V1 V1 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N O N 0 N 0 N 0 N 0 N 0 N o N O N O N 0 N 0 N N N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O 0 } 7 'l N N M m W CO 00 aD 00 co m M m Zr N '-I m N V O O O O O O O O O O O O O O O O O O O O O O O N N \ N O O O O O O O O O O O O O O O O O O O m m m m N N n n N N N N N N -q 7 n n O 00 n t0 N 0 0 0 O '+ O O O 0 O o O O 0 O 0 0 '+ 0 0 0 0 0 o O 0 o O O o 0 0 0 0 0 0 0 (D 0 0 (D 0 0 0 m m a H a 0 N N W � N O z g 0 z ❑ z g Q z ❑ z g cD z ❑ z a. u z ❑ N N. z QW z W W a a ❑ 9 Ln J a U a Ln u Y s O U J W VI < u z i W Z a p o z O F tn a (n z W it d W ct M J a U v z W d W K 0 Ln J a U w W M V) a 0a Z z z o u z g J O o u V LL LL 9 m F O U 4. LL Y O Z 5 z o z 5 J O o u V LL LL 9 W ti Q W a J O Ln g; v=i F--g z g J O C o u u LL LL 9 00 =z �_ = ❑W ❑ ❑ z w O p w z z g J O o u U LL LL 9 co W 13 Q m V) Q Z 0 z o u z J O K o u U LL LL 9 m U H O U u LL } a W z g z o z g J O C o u U LL LL 9 m N a FFU Q 0 K W g Oit ri c=i) F- z 5 J O C o u Li LL LL 9 N 0o 0 O u Q O Z g O o J z J O K 0 u U LL W 9 N v.N. Q cD = ❑ 0 ❑ Z V) z p m 0 mo z a J U 0 u U LL LL 9 g z � F w W > n' V1 a Ln z 4a p ro o a z a J U a 0 u U LL LL 9 N V Ln U 0 W Z g z O Vl O Q W v, z a J O a 0 u U LL LL 9 ut CL � W z O o z ou W o W O = n �[ d' 0 m N V1 m N ij Ln U ¢ w pLn u a 00 3 J a S2 in U LL LL N u C7 a m u z a m K U W o rai J Ln F o n J o U' z a w o m n m n m. n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n m n LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O LL O n 0001 O m d' ml0 n 00 0) O rl N m a V1 )O n co01 .--I N N N N N N N N N N m m m M m m m m M M o U x C C N LL >>O r-1 J L O U LL ,n c N N O cl� N v1 C C a O N m v c 0 v c LL a a a a a a a a a a a a a a a a a a a a a a N N N N N N N N N N N N N N N N N N N \ \ \ O O O O O O O O O O O O O O O O O O O O O O v a v a v v v a a v a a a v a v v v v v v a N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O N N \ N N N \ \ N N N N N N N N N N N N N N M M m m M M M M M M M f+1 M M M f+1 n1 M m m m M a a a a a a a a a a a a a a a a a a a a a a v a N a v a v a (r a a) a v a aj a a) a a) a w a ai a a) a a) a a) a a) a ar a a, a w a a, a a) a w a IR LA u) v1 Ln � vt Ln LA Ln Ln -A v) v) v) in F F F F F F F F F F F F F F F.- 0 O O O O O O O O O O O O O O O O O O O O O ❑ ❑ ❑ ❑ ❑ p ❑ p ❑ p p p ❑ p p p p p p p p p v N x v F N x v F N x a F N x a F N x v F N x v F N x a F N x a F N x v F N x v F N x a F N x v F N x v F N x v F N x a F N x a F N x v F N x v F N x v F N x a F N x a F N x v F N W to if1 W V1 Vl W ifl ✓1 � u> N W V) V1 N i(1 Vl V1 VI it1 I(1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N r n n r r r r r n r r r n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N O o O O O O o O O o o O O o o o O o O O O O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O o N O 0 N O N O N N N \ N f\1 N N \ f\I N \ \ N \ \ \ N \ N \ \ rl r-I '-I rl 'i rl '-I '-I '-1 N N N ti r\i r-i r1 r-1 rl rl r\I rl rl O O O O O O O O O O O O O O O O O O O O O O '-I '-I N it1 N V1 V1 if1 i(1 m )I1 if1 m m m m N n rl N N N O O O O o O O O O O O o O o O O O O O O O O O O O O O O O O O O O O O O O O O N n V m ° ri Q N � W U ¢ m d N L u U a W _ u J ti N u u Ln JaF w p Q w > m ❑ F w m U O U _ FT U Z W w Q C7 w ° F Ln W H Z w g w > ¢ a F w K U ° U a d wU ut F z W ¢ w m F ❑ w w ¢ ut m v) w cc 0 z O z J w Z O ❑ rc F v) Z O U p Z a w ❑ a U m acc m a u d (D a Z w J ¢a I w F Z W cc F. p w r w a u a N m F —a J w Z O u > K F v) z O u o Z a w ❑ a U rr m m N (n U m p w Ln¢ w z ° N Y Z O U > K F V) z O U p Z a w ❑ a U � ¢ m N a m '� z Z } m 9 a z O u ❑ aC F v) z O U ❑ Z a w ❑ a U m a m '-1 N U m a O z V V1 w V z O u ❑ cc F V) Z O U p Z a w ❑ a U m a m z U V w V v) ut w m w Z = u W m a a Z O ❑ F V) Z O U p Z a w ❑ a U m a m Z d' a vi F w K J w z d O ¢ Z O u ❑ cc F Ln Z O U p Z a w ❑ ¢ U m a m N m m vi U > w ❑ C7 z N J w zof U Z O u p m F Ln Z O U p Z ¢ w ❑ ¢ U m a m N m m v) U > w ❑ (� z N J w z U Z O ❑ m F Ln Z O U p Z a w ❑ ¢ U cc a m N ca mOf U > w ❑ C7 z N J w z U z O u ❑ c� F v) Z O U p Z a w ❑ ¢ U m m m '-I N ~ V Ln V z ¢ Z W a z O ❑ a F V) Z O U p Z a w p ¢ U f m m N ~ V m Z W na. V z ¢ Z W a z O p C F Lnw Z O U p Z ¢ w ❑ ¢ U m m m m N g F v) 0 Z y m ¢ w m F F m ° = ut W zz N ° m _ F m N 2i J w p a a Y cc O a Z (7 — U_ N K N Ln a K F Lna w J m ❑ cc > m d w F, N p uJ¢ Z J a w O m F Z U w ¢aZ p w z O N ¢ w °C a Ln U m a w Ln ¢ m Ln V m m m m m m m m m m m m m m m m m m m m m m r n n n r n n n r r n r r n n r r n n r n n w O w O W O w O w O 0 W O W O W ° W ° W ° w ° w ° W ° W ° w ° w ° W ° W ° w ° w ° W ° O '-I N m V V1 to n m O o ri N m V itl to n m O) O r-I U x E H f0 LL >>O J L O u LL ,n c N N o cl� N LA Cl C Q O N m v c 0 N c LL O O O O O O O O O O O O 1I) 1n V) If) N 1n V) V) 1n 1f) N N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O O O O O O O O O O O O O N N N N N N N N N N v V a 7 7 7 V 7 7 7 V V N N N N N N N N N N N N o co co of 00 of co co W 00 O O O O O O O O O O O O f) W f) r) N ) N N N N N N N N N N N N � M � � � � M � M M O O O O O O O O O O O O c C C c c c C C C C z i \ N N N N N N N \ O O O O O O O O O O M M M M M M M M M M M M U v U u u V U u u V a a a a a a a a a a a a 2 2 2 2 2 i N a N a N a N a N a N a 0) a w a N a w a 0) a U1 a of in N in VI V N VI VI in E E E E E E E E E E E E 0 0 0 0 0 0 0 0 0 0 l!) V) F Vl F V) F V) F V1 F V) F VI F In F V1 F V1 VI F 0 N w^ 0 N w^ 0 \ w^ 0 N w^ 0 \ w^ 0 N w 0 \ W^ 0 \ w^ 0 \ w^ 0 N w r O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ O ❑ N O N W N O N W a) O n W O1 0 N W Q1 O n O N O N 00 N O N co 0) O W N O N 66 N O 8 xv x N xIx xa xa xa xv xa xa N x� F N xv Ix fV xv Fx N x<r Fx N xv F N M N N M Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N 0) 0) 0) 0) O) 0) 0) 0) 0) m O O O O O O O O O O O O O O O O O O O O O O O O O iD t0 �O 10 10 10 N N N [Y V V C a C V a V V O O O O O O O O O O O O O O O O O O O O O O 10 10 10 10 10 l0 10 O O O O O O O O O O O O O O O O O O O O O O W O W W W W W W O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O � O r-I � v u w w ~ W u w J O W F V1 w V) x: w cc J 0 a z a z z cc ❑ o ❑ o O F u z ❑ w � w � Z U F Lr) O W W Y l!) Y Ln cc V) O ❑ uu ❑a' ❑u w cc a' 1n Lr) In In cc 0 w In w a w cc w a' w K Y w If In m m In O m J O J O J O J O K Q J O cc cc W z z z z w z O O O O y O u u u u ❑ u z z z z z O O O O w O J J J J V J a a a a w o O N z w a 0 w + w J a a a a 0 a ❑ ❑ ❑ ❑ ❑ ❑ z z z z u z J J J a a a a z a O + F F F F 0 F a Q Q w w w ❑ ❑ ❑ z F J 0] J W W W Z Ln Q J J a ❑ ❑ ❑ ❑ O ❑ 0 0 0 O J F F Q Q X J Ln Ln LnLn a m w = O w w w 0 'AZ_Q Z_ Z_ u m a a O O O O F O K aC a Q p w w F z Ln In ui 7 V) V Ln z } QO ZKO ZI [OL J m O O O O O ::) D z z ❑K z mrc Q w w w w z w O O o_ w g 0 J 9 u u u J J > Y Y Y Q Y w w w z ] a " Q V) F ^ F- F F z Q z Q z Q o a a > z C7 ❑ W In 1n F F F Z J J J J a U Z w Ln Q W Q W LA a Q a a a a a w w w w 0 U a = w w w = 'A O g F a a F vu) can vui > Ou a a O z z a a a F F F F VI 0 w 0 a Ln m m m m m m m m m m m m W O W O W O W O W O W O LL O w O W O w O w O w O N m �t 10 n co of O 1 N M O co 0) O N N m 10 10 10 10 10 10 10 10 1 1 1 r ri n 0) r-I r-i r1 N N N N o � U x C C (6 M v L r v U- o o � � J i o faV LL L 2 N N O m N a a C a o N m Ln U) C O 'Q C 6. ❑ O LL c> Q co M ---IM r- Y r� N C 4 2 (D J Q o m< N a C W c Cm 0 2 O ❑ va Ln Ln In Ln Ln Ln In Ln Ln Ln Ln Ln Ln Ln L N O N O N o N o N O N O N O N O N o N o N o N o N O N O N O N O N O N o N N N N N N N N N N N N N N N N N N co c6 c6 c6 co m c6 c6 co co m ao oo co m eo oo ao w w w w w w a w w w w w w w w w w w LA Ln tn Ln In w un u) In In In Ln u) In In tA v) LA C O G O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O U U U U U u u U U u u U U u u u U u 2 2 2 2 2 Y 2 2 2 2 2 > > > > > > > > VI N U1 VI Vf VI U1 UI N VI UI 1/1 VI V1 VI UI UI V1 0 o 0 o o 0 o 0 0 o 0 o 0 o o 0 o 0 c 0 0 o 0 o o 0 o 0 0 o o 0 0 o o 0 U U U U U U U U U U U V U U U U U U O O ry O O N O ry O O O N O N O N O ry O N O ry O N O N O N O N O LL n a) o w w n a) n a) a) w w o a) n a) o a) n w n w^ LL o w o w n wo 2 vo 2 o vo 2 vo 2oo vo 2 vo o 2 o vo o vo 2 vo 2 wo 2 vo 2 vo 2 oo wo 2 co ago 2 co )^ vo 2 mo 2 vo 2 wo 2 co In 0 N O In 0 O yI o In 0 D O O y o y O N O D 0 D 0 D O MO M O M o D O Ill Ill In In Ill In In Ill V1 vl Ill ill Ill Vl Ill ill Ill Ill N o N 0 N o N o N o N o ry o N o N o ry o N o N o N o N o N o N o N o N o N N N N N N N N N N N N N N N N N N v v v v Zr v v v v v a v v v v T v a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ol Ol Ol Cl Cl Ol Cl Ol Ol Ol Gf Cl Ol Gl Ol Cl (n Ol O O o o o O O o o O o o o o O O O o v a v v a v v v v v v v v v v v v v N O N O N O N O N O N O N O N O N O N O ry O N O N O N O N O N O N O N O N ry ry ry N N N ry N ry ry N N N N N N N o O O O O O o o O O O o 0 o O O O o co c000 W coW 00 dD W O W a0 W co m Oo m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 o 0 o 0 0 0 0 0 0 o 0 0 J a O O z � ❑ cC cr 2 2 Z 0 0 V U Q Z Z Z Z EL Z D D J a g g Ln tn � F a a ,n w w o 0 w w Q W K J J O O W 0 In cc a:J w m m m m cc z a w 0 z Z Q V U g g g O w O U Z t� u) (7 Q Z w a Q Z l7 Za J a a a Ln Ln 3 QZ_Q K 2 2 2 2 Q FQ- O K Z F (7 l7 U U' g w w O J yrj O w O w O w 7 w 2 = z Z ZLn 0 Z w w ~ Z Z Z Z Z w w aC w w �- 0 9 = 0 2 9 l2 X F- O J O s OU VI Vf U Vl Vl Vf In w Z D N m Ln Ln Ln Ln Ln a In �o n co of o ry m a to a w of o N m N ry ry ry ry ry m m m m v v In to to n n n O Z � J Y (� � 4 W J J �V Z m a C C. O N o 4-1 'a N = Gl V Y u L L f0 co u N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N N N N N N n n n n n n r r n r n r n n n n n r r r r r r n n n n n N N CO N DO DD m a0 T T TT N T T N T T T T 00 T T W N T T W O1 w N w (UN N N N N N N N W W N (U UJ W (U N N N N w U1 w w U U U U U U U U U U U U u U U U U U U U U U U U u U U U LL LL LL LL LL LL LL LL LL LL LL ... LL LL ....... LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL �n in �n �n vi �n in in in in �n in in in �n �n in �n �n �n in in in ui in �n �n �n a v a a a a v v v v v a a a a a v v v v a v a a v v a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 Ln Ln Ln Ln Ln Ln..... Ln Ln Ln Ln 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m co m co m m co m m m m m m co m co co coo co m m co m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r1 N N N N N N N N N N N N N N N N N N N N N N N N N N O c � O U c w E N N p N v E 3 W a) E C 'O al L U N U cc O- i N UO v lA p iNil ul a) y�j UI 1 O a ^ E w m c ap v~ u c U c N `cn ; p E O C N N W c 0 4 m s E E & - '0 c '� v U= u m to `u tm m Z` E WLE v o o w E c m v c V >, Z` 'a+ v c o o c a ` p Q LL v a�i ` i, y Ln p V 10 E N C U V1 j y O 10 N N O j C O O C a] a > o -mQ o c a y E u o v E c m o° E o au o E y°v `? a p U LL N H (U u aJ (7 7 in E 7 in LL` ¢ C ¢ U Q O U O O' al z m 0 H O N a X w U a) 0 = in U m x to U c O R C a) O' N E cc a c m 7 u u N a�+ a o 0 o 0 m m o o o 00 0 0 0� 0 0 N 0 m 0 o N o o. o ry o o o m r 0 0 0 0 o ao o 0,0 V 0 N o 0 0 0 0 0 0 0 coN m m m m m m m a v of O o 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O o O o U x � v t N tL O } u O u IL L c N N O cc N Ln a 111 C Q O N m U- C O N I C L a. •N4 In N O In N O In N O In N O �n N O vl N O � N O � N O �n N O In N O vl N O )n N O In N O ul N O vl N O �n N O �n N O �n N O vl N O vl ry O vl N O vl N O vl N O In N O In N O In N O vl N O In N O i.n N O �n N O In N O ul ry O vl N O N n 07 N r a0 N r W N n W N r W N r aD N r [0 N r 07 N n N N n N N r [O N n o7 N r T N n T N r T N n m N r T N n T N r T N n T N r W N r of N r T N r of N r T N r c0 N n T N r T N r T N r T N r T N r T N r N U) w N N O) N N w U) U) N U) U) N N 0 N N N N N N U) N O) U) U) N N N (D O) w o In Ln In to In Ln In In 0 m m 0 m m m m m m m 0 m 0 0 0 m m m m M Ln to tn U LL U LL U LL U LL U LL U LL U LL u LL u LL U LL U LL U LL U LL U LL U LL U LL U LL u LL U LL U LL u LL U LL U LL u LL U LL U LL U LL U LL U LL U LL U LL u LL U LL In N a l/l N v In N v Vl N a Ifl N v Vl N a IIl ry v In ry a ifl N v Ill N v In N v In N a In N v �Il N v Ill N v Vl N v V1 N v Ifl N v Ill N v In N v In N v Ill ry a In N a Ill N a Ill N a tll N v In N v In N v ifl N a Ill N v ill N a In N v In ry v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn 0 rn 0 rn 0 m 0 m 0 m 0 m 0 m 0 0 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 rn 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 0) 0 In N n 0 m O N In N n 0 m O N Ln N n 0 m O N m N n 0 m O m N n 0 m O Ln N n 0 m O m N n 0 m o Ln N n 0 m O Ln N n 0 m o Ln... N n 0 m 0 N n 0 m 0 N n 0 m 0 N n 0 m 0 In N n 0 m 0 In N n 0 m 0 Ln N n 0 m 0 L N n 0 m 0 N n 0 m 0 m N r 0 m 0 Ln N n 0 m 0 m N n 0 m 0 Ln N n 0 m 0 Ln N n 0 m 0 Ln N n 0 m 0 In N n 0 m 0 N n 0 m 0 Ln N r 0 m 0 L N n 0 m 0 N n 0 m 0 Ln N n 0 m 0 n N n 0 m 0 N n 0 m 0 Ln N n 0 m 0 N N N N N N N N N N N N N N N N N N N N 'IN N N N 1 - N N N C 7 y) !T NC O C L 0 o a (u c E '� o o w F ° m LL O Ln a) p n LLm N o m C 0 m m �° mO °m m N U c m N -EO O ° E n c .0 ' In `°oa0 "° i m =c C a c QofEo C cu m c 0 O > 'O O U L "° != 0 c O. .v.� N N u Y u=1 o v !m C 1 a C _R LL IL/1 y .m 'I`. '1`°/1 Of f0 a w in m i m O m LL 0 30 v m 3 -o m 0 ' .O m C a C m U c C ° °- `m ° L a c _ VI C m t VI ° m w E O m m N m LL V m U mO. U c a N U) E m o O U E 'O m E LLm. VI m ° I L u U iLL m E c m - m W E `o U O E U) a O. In a a Q In 3 m In C j > = OI c ` 0 m v m 2-co V O m m m L ,� 'c ,� m L 4 L o am .c CL ym, m v m a) v r v$$ o � v c o o '^ v o m U w c$ o _ C a LL K LL lL V' !2 F m Q z a ll F V) LL !Y !Y lL Q S d C Q Q i _m CJ v; V ° f N a C m � d 13 r 0 0 C M M O O O M M O O O N_ •C 0 o ri � o irl o o F o ry o r. ri Io v o o ri o o ra o o p ri ri In o r� r� r� o 0 o LL� O In In In m Ill N Ill Ln ' I° O r-I to r ri l0 O ry 10 V 'o l0 ' n r-I N n ri ry n Ill N n r-I M n r-I - n r-I v n l0 - n In n N � n N (o n ri n n N n n N r n co m n 01 n ' D7 ri co ri m ri m M ro M m w M CF co M Ill Oo r-I n m co co co M of C1 of 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 O o o U x � v t N � O r-I } u O LL. L c N N O cc N VI a 111 C Q O N m U C O O1 I C L d J •N4 to to to in to to � to to to to to to � to to � to to in to to to N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N n r r r r n n r n n n n n r r r n n n n n r n m m m m m m co co m co m m co m m co m m m m co m co UJ U/ N N N N OJ UJ OJ O1 U1 N U1 N N N 01 N O1 N U1 N OJ V) V) 0 m m m Ln Ln m m 0 m Ln Vf Vf U) Ln Ln V7 Ln Ln Ln V7 u U U U U u V u U U u u U U u u U u U U u u U u U U u U u U u U u u U u U U u U u U LL LL LL LL to � t0 If) � VI In VI VI VI m m t0 t0 Vl Vl V1 VI to If1 to N VI N N N N N N N N N \ N \ N N N N N N N N N N N a v v v v a v a a v v v v v v v v v v v a a v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o rn rn rn rn rn rn rn rn rn o rn rn rn rn rn rn rn rn rn rn rn 0' rn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -a-0 Ln -a-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m eo m m m m m m m co m 00 m m m m m m m m m o c 0 0 c O 0 c 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N O � O C � N U a N aU O Q W N a)m U c -O V n 'O Q Y N c m C i m m c:Y U/ m m C > = > M U > O a V u m O :L to m to m cm O. m ` 3 a J _O "O VI L U Va l O. .� > ) ` m (J o U .o @ c m c o Vf m w m a Q w m V m d m L U N = m tL N m N X �D N U w C m y m Oa Y O U O U (>p O_ C C Ot N C m yl O t0 C c c t.+ m O N 'O U N m C m N i O m 'm0 N 00 u L xw m m Ot D_ m m Nuful c U C C m 2 U m K U a Vf H iL a i tr w K V) w H 0 a a O. G I Y E (D ++ d o '° a_ ; V _ 0 0 0 o p, o 0 0 o m m M o Q o o a o o m o o K M M o O O O mW O O O O v M m O co O v N m N to N m O 0 W r-I to '-1 m to O O m m to m 10 m 01 01 ' O rl O N O N O CI' O to O m O n O m 0 ' t" M '-I t '-I ' N N N M N m N t" '-I N N N 0 0 0 0 .a '+ '+ m m N7 m m m m m m rn Docusign Envelope ID: 12473863-DFD8-4548-BB2O-3138FBAO53CA MA BLACKLAKU PARTNERS Bonds Date: 1 1 ,552 Printed 8/27/2025 10:44 AM 1 of 7 BUDGET -COMBINED ---1 1 --1 1 --1 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Code Description Quantity it Unit Cost Budget Budget/Unit Budget/SF 1 � 1 J_ Printed 8/27/2025 10:44 AM 3 of 7 Bonds Ranch - IFP Budget OAL Integrated- 8.8.2025.x1sm Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Code Description Quantity Unit Unit Cost Budget Budget/Unit Budget/SF 1 � 1 N 1 1 Jill 1 � 1 1 1 � 1 1♦ � 1 � 1 27/2025 10:44 AM 4 of 7 Bonds Ranch - IFP Budget OAL Integrated- 8.8.2025.xlsm ----i I i ----i i --I i ---I I i ----i i ---I i Printed 8/27/2025 10:44 AM 6 of 7 Bonds Ranch - IFP Budget OAL Integrated- 8.8.2025.xlsm Docusi n Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Code Description Quantity �M 111FORIF-I H111171 = •ii WaterUtUltles©® -=M Express©® �m -_- �M �� �� � � �� �HIIIIH s =M IPRC •® • � � � nolIP"H111171 MISSION Printed 8/27/2025 10:44 AM 7 of 7 Bonds Ranch - IFP Budget OAL Integrated- 8.8.2025.xlsm P y^1 P c a •� M r Z 70 M W O O O O U V a) �❑ m O U r r 17 u _ YO � N C yvj _ C N n 0❑ � � .E a1 r❑U ❑ p N N Vf N m m Y E n m J J .p m m N m a Z 3 3 O ate-• O M r'' m a'o O J m O J M 0` a v r r> m 3 P d�❑ v J m Z:) M 0 N a ra ❑ °� c~ m 3 r' 3 - a M m" rJ o m m T r d C U' ❑ V J 3 0 m m~ m N m a N E p E 0 3 " 0 5 U m d LL � r, m� v t v in m. c = co m o 3 3 -► w 3 ❑ � c OZ m m a O a OD E 0 BCD v a a 0 ao M� 3 N N LL ,o " E@ 3 N m N o'c m 3 N N N a N O N m T � a ^ m m 3 3 L 3 v U O l c 0 0 0 3 c i• a@ o� 0 3 m M v n i 3 I E a E C ❑ m m m m m 3333 oaz o N O 3 m a'^ r N 'c lL � N '0 z � N 0 z •o N v o❑❑ o N a o N v t� N m � N i v LL t` N `m g t` N a a t` N m g t` N ^ t` N t` N aJ° a n N w v t� N � o t` N 0 z in N ani M � .r, N � � •o •o � •o ,o ,o ,o o •o � o •o •o N N N N N N N N N N N N N N N N N 'o o' 'o .. ,. .. m `m `m `o_ ^ ^ Z z z z o 0 o g a ,o N 5 O]' m r0 On m NN N N N. O N N O O O O P P O N .p m OJ �' N C N !0 ` 8 5 o l @ O N❑Oa ON NOUd N❑Ov N<O`Ua, Nrm- N^NC Nry`m fQN$V Nry>@ rN^C N,? N0Jp NOm N N Nm vNONl uNl Lrvn NNm NNv LNvnNNw NtW> MNVOv N^C NOv ❑ dNNa • .NN C O > o L ❑LNPan, N 0 N O❑ oo ❑ W P O• P P U P O N NN---- m G W O C F Ln V O O O O O O O O O O O O O O O O O of m dl •O O N (` M O M M M � •O O V •O f� t` � Ln � N O O •O M N O a❑ ]l Al I ^ V .0 !/ .0 .0 .0 ? J J J O J O IIII E L J C J J p C J J J J V NV P N 0,M O N V V a n a a r r r r o M O a a a r' C r> r' F r o _ o F g N M d' Ln l7 l7 0 0 0 0 c ',.�-_-^.• r is O O❑❑❑ J J J m m m m m aJ n a1 J J m J m J m J m J m m m m O U N 7 O C 3 N V .� N i m � C V Y � E m E P E E E E E E al �' J M VI O E - 00 E - " N o c E c > E 9 c 5 c: 9 J J r J r J r J r J❑ r r J r J r 3 a E 0 0 a3i in o .E v >. m w v 3 a -? -v= oD 5 �` v 0 1:2 r r r r r o❑ a ❑` a o > L m c t ^ �_ V N NO IA VI h N m N P rn V1 VI V1 V1 VI N V1 V1 P M OJ M M M M N M N N P O •- N M d' N N N N N N P_ Vl O U m L: O of `D N m m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 N ^ N 0 N 0 0 m N m .- n 0 M 1 M t!1 N M N m Lm m m m m m om m N N I� M i m E 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 N m 3 z , _\> ]a, \\//' ,?(\\}' 4f�\\\ 9z - § § _ 3` 2 §@ CY { ( �,\j 00 &< a> > 0 } !a ♦[ \/\\� \\\\\R\\ k() \\\\\\\\\\\\\\ - -« 2- z\\\\\ \ - - CM2W OD ®(k/\k(k(kkkk |® IU:-IL4/3ZSUJ-UrUZ5-4�425-t5 t5LU-3.13ZSrt5HV�3l.H 04"BLACKLAND PARTN QUALIFICATIONS & CLARIFICATIONS Standard Qualifications: Bonds MF Phase I 1. Excludes General Contractor payment & performance bonds and builder's risk insurance. 2. Includes General Liability insurance & sub -contractor default insurance. 3. Excludes plan check and permit fees; those fees paid for by Blackland Partners for plan checks and permits shall be reimbursed by Owner. Permits for the following trades have been included: carports, awnings, irrigation, swimming pools, fire sprinkler, plumbing, HVAC, and electrical. All other permits are excluded. 4. Excludes fees and/or costs generated by building department, telephone/cable providers, fire department, water department, health department, city, utility companies, municipalities, and government agencies. 5. Assumes soil testing, special testing, special inspection, deputy field wielding inspection, ERRC testing, and third -party energy testing will be paid for by Owner. 6. Bid assumes owner provided materials, fixtures, and FF&E will be delivered to jobsite on the date set forth in the construction schedule such that the critical path of construction is not impacted. Blackland Partners will not be responsible or assume any penalties for an Owner provided subcontractor delay in schedule, deficiencies, faulty workmanship, and missing scope. All such penalties associated with Owner provided subcontractor will be the responsible of Owner. 7. Construction is based on a 542 working day duration working regular hours 7:00 am — 3:00 pm Monday through Friday. Construction schedule reflects releasing utility structures within the first week from NTP, delays to this release will result in day for day delays. 8. Blackland Partners has allocated 25 weather days per year. 9. Notice to Proceed will not be effective and Blackland Partners will not commence construction until Owner has provided Blackland Partners with all plans, authorizations, and permits necessary to commence the full scope of work. 10. If requested, evidence of project funding or financing is to be provided to and accepted by Blackland Partners prior to final contract. 11. Excludes removal of contaminated materials, hazardous materials, lead, mold, mildew, or fungus. 12. Excludes third party certified air balance and indoor air quality testing or monitoring. 13. Excludes commissioning of Mechanical, Plumbing, and Electrical systems. 14. Assumes all building ID signage and monument sign lettering to be provided by Owner. 15. Contract budget reflects current drawings and specifications with the additional trade specific qualifications and clarifications listed below. The Owner acknowledges that any accepted Owner Adjustment Log (OAL) items are a rough order of magnitude until the drawings and specifications have been updated to reflect these changes. 16. Retaining walls have been priced in accordance to deferred engineered drawings. Any comments or design changes caused by building authorities or design consultants may result in an added cost. 17. Blackland Partners assumes all costs, design, and coordination associated with permanent power shall be provided by Owner. Blackland Partners shall be compensated for all costs arising out of delays due to the establishment of permanent power. Blackland Partners shall place permanent pg. 1 IU:-IL4/3ZSUJ-UrUZ5-4�425-t5 t5LU-3.13ZSrt5HV�3l.H 04"BLACKLAND Bonds MF Phase I power utility bills in Owner's name per request. If payments are unable to be paid from Blackland Partners to utility company due to the Owner's entity being on the account, Blackland Partners to provide deductive change orders for agreed upon power bill split as necessary. If Blackland's name need to be on the utility bills, Owner to pay all transfer fees. 18. This proposal assumes that temporary electric service will be available for Blackland Partner's use during construction. Blackland Partners has not included any cost associated with supplying temporary power and shall be compensated for all costs if required. 19. Manufacturer's standard warranties are included along with Blackland Partner's one year labor and materials warranty. No extended warranties are included unless explicitly specified below. 20. Unless otherwise noted, no attic stock has been included. 21. It is assumed that any COMcheck or "GREEN" building governing agency requirements have been implemented in all drawings, plans, and specifications. Any added costs associated with plans not matching COMcheck or "GREEN" building governing agency requirements are assumed to be absorbed by Owner. 22. Blackland Partners has included products that are manufactured assembled domestically and internationally to meet inspection standards by AHJ as applicable. 23. Blackland Partners will install all finishes to enable the most efficient phasing of construction, excluding the need to fully condition the building before commencement of finishes to the extent possible while maintaining product warranties, and any other schedule -altering specifications. 24. In the event of a conflict between the terms of any Contract Document and of these qualifications and clarifications, the terms of these qualifications and clarifications shall control in all respects, even if the conflicting language contains a more stringent requirement. 25. The following Project Manual sections excluded from the Contract Documents: 003132 Geotechnical Data, 008000 Supplementary Conditions, 011000 Summary, 012000 Price and Payment Procedures, 012100 Allowances, 012200 Unit Prices, 012300 Alternates, 013000 Administrative Requirements, and 013216 Construction Progress Schedule. Project Manual Section 017000 — Execution and Closeout Requirements is agreed by Owner to be revised as attached hereto and incorporated herein as Exhibit E.1. 26. This proposal will hold until October 3, 2025. A project team will be assembled and ready to mobilize by the defined date, which is the date defined per the contract. Owner agrees to cover personnel costs and any other costs associated with a delay in start date. 27. Blackland Partners has provided pricing based on the following set of documents: ■ Archon -Architectural plans dated August 7, 2025 ■ Innovative Structural Consultants -Structural Engineer plans dated August 7, 2025 ■ Power Systems -MEP Engineer plans dated August 7, 2025 ■ Westwood -Civil Engineer plans dated August 7, 2025 ■ Westwood- Civil Engineer IPRC Paving & Drainage plans dated 12/20/2024 ■ Westwood- Civil Engineer IPRC Water & Sewer plans dated 8/14/2024 ■ Westwood- Civil Engineer TXDOT plans dated 3/20/2024 ■ Westwood — Civil Engineer TXDOT Drainage and Streetlight plans dated 8/6/2024 ■ Westwood — Civil Engineer IPRC Water Meter plans dated 2/14/2025 ■ Norris Design -Landscape Architect plans dated August 7, 2025 ■ Ellie Aiello -Interior Design plans dated July 24, 2025 pg. 2 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I ■ Intertek psi-Geotechnical Engineers report # 03422544 ■ Oncor Distribution Plan dated 6/24/2025 28. Blackland Partners acknowledges the receipt of the additional document pages: ■ Architectural Specifications dated April 28, 2023 ■ HPI Approved — RFI DFW MF1 Responses received October 25, 2023 ■ Westwood approved Civil markup dated 6.26.2025 02 — Existing Conditions 1. Excludes removal of hazardous materials located on site. 2. Excludes relocation of underground dry utilities unless shown in drawings. Relocation of existing overhead power is excluded. 3. Includes TXDOT work at Blue Mound Road and Bonds Ranch Road. 03 — Concrete 1. Geo-Tech report gives an option to use 1 additional inch in lieu of 1' of select fill under all concrete paving. Blackland Partners has bid the 1" thicker option for a total concrete pavement thickness of 8" at fire lanes & 6" at parking areas. 2. Includes Paving as hand placed, excludes slip form. 3. Includes approaches and all work associated with TXDOT. 4. Footing design for Landscape items are excluded. 03 — Lightweight Concrete 1. Includes 3/4" gyperete over 1/8" sound mat at elevated hard surface areas. 2. Includes 1 %" pea -gravel concrete with waterproofing at wet areas. Typical corridors to be smooth finish with clear sealer, while wet areas of the corridor noted in the plans to include broom finish. 3. Includes 60 mil waterproofing membrane at elevated balconies under 2" average thickness broom finish pea -gravel concrete. 4. Includes %" drain mats at balconies. 04 — Masonry 1. Includes King-sized brick at $600/Thousand brick material allowance for brick #1 and allowance to ACME Allentown Velour at $750/Thousand for brick #2. 2. Includes primed/painted loose lintels, excludes galvanized lintels. 3. Includes colored mortar. 4. Excludes waterproofing admixture to masonry cement mortar. 5. Includes allowance for monument sign. 6. Excludes rainscreen behind brick masonry. 7. Excludes surface applied waterproofing. 8. Includes Standard Gray CMU Block at interior of Trash Enclosure. 05 — Steel pg. 3 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I 1. Excludes AESS steel. 2. Excludes AISC certified erectors and fabricators, includes AWS standards and certifications only. 3. Includes building stairs using precast stair treads & closed risers. 4. Includes Vehicular entry gates, excludes passport commercial ornamental roll gate by Ameristar. 5. Includes 7 shop fabricated circle bike racks, excludes 686a Vroom Bicycle Rack. 6. Includes metal perimeter fence at 6' Masonry screen wall locations. 06 — Rough Carpentry 1. Excludes Radiant Barrier OSB at roof decks. 2. Hardie panels to be placed over commercial type-d Tyvek. 3. Soffit eves and balcony soffits to be Exterior Gyp. 07 — Insulation 1. Includes the following insulation values: ■ Exterior Walls — R19. ■ Tenant Separation (1 layer) — R13. ■ Full midfloor insulation (net & blow). ■ R-38 blown attic insulation. 2. OAL #19 & 20 Excludes insulation at unconditioned breezeways and stairs. 3. Excludes insulation at Attic over unconditioned areas. 4. Includes second stage polyseal. 07 — Roofing 1. OAL #3 Includes 60 mil mechanically fastened TPO behind parapet walls extending full height to top of wall. 2. Architectural shingles to be 40-year shingle placed over Maxfelt XT synthetic underlayment with the use of Atlas Weather -master flashing at eaves, hips, ridges, rakes, & headwall locations. 3. Includes Asphalt Shingle 50-year manufacturing warranty and 2-year workmanship warranty. 4. Includes 15 year leak/damage warranty on TPO roofing. 5. Includes 2 year warranty on Sheet Metal Flashing and Trim and Roof Accessories. 6. Includes 5" OG gutter with 3" x 4" downspouts discharging onto splash blocks. 07 — Waterproofing 1. Building sealants for dissimilar surfaces, exterior doors, & windows, garage doors, edge flashings, & MEP penetrations thru walls are to be Silicone & backer -rod. 2. Joint sealants at paved areas to be "hot pour'. 3. Includes 5 year warranty on urethan sealants and 20 yr warranty on silicone sealants. 08 — Doors, Trim & Hardware; Showers & Mirrors 1. Per OAL #35 Includes 1 x 6" FJ base in bathrooms, 1 x 6" MDF base throughout and 1"x 3" FJ door casings. 2. Includes 5 year warranty on Insulated Steel door and frame units. pg. 4 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I 3. Unit mudrooms to be hand built by trim carpenter and painted. 4. Per OAL #36Unit Hardware to be BHP Menlo. 5. Per OAL #37 Unit bath accessories to include Taymor Asher in lieu of BHP Tiburon. 6. Per OAL #38 Unit tub rods to include BHP or Moen in lieu of Pamex. 7. Includes 2" custom entry level framed mirrors at units. 8. Includes 3/8" Semiframeless shower doors with 28" doors with satin nickel or chrome through glass handle. 08 — Windows 1. Includes Ply Gem 1500 series vinyl windows or equal in standard offered colors with STC 26 rating. 2. Includes 10-year manufacturer warranty for insulated glass. 08 — Storefront 1. Includes aluminum interior framed storefront per ID elevations, finish to be black, non -thermal framing, with %" single pane clear tempered glazing. 2. Includes aluminum exterior storefront, finish to be black thermally broken framing, with 1" overall clear low-E insulated glazing. 3. Includes 10-year warranty for seal failure, dusting or misting, including replacement of failed u n its. 08 —Overhead Doors 1. Includes Clopay non -insulated raised panel garage doors with % hp chain driven door openers. 2. Does not include glass inserts or special wind loaded doors. 3. Garage door finish to be painted dark bronze. 09 — Drywall 1. OAL #15 Include Level 3 light texture finish at units. Includes Level 4 finish at Leasing and Amenity Building only. 2. Attic draft stops have not been included per RFI. 09 — Flooring 1. Includes scheme A and Scheme B split per HPI exhibit sent on 7/30/2025. 2. Includes shower/tub surrounds at 8' AFF of Daltile Trekker 12x24 white and gray. 3. Includes Unit Laminate floors to be Mohawk Adler Bridge — 8 mm with required underlayment. 4. Includes Trinity Surfaces Silva 3x6 backsplash tile in Sand and Dune. 5. OAL #29 Shower shelves to be as follows: Bathtub —1, Shower — 2, Shower with a bench — 0, Shower next to a tub - 1 09 — Paint 1. Includes wall coverings 1-5. pg. 5 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I 2. Wallcoverings along exterior walls can potentially grow organic growth and unadhered from the wall. Blackland will install as directed, but will not warranty the installation. 3. Includes Apartment Grade flat paints; Painting Schedule included per the following: ■ Interior unit walls and ceilings & corridor walls and ceilings shall receive (1) coat primer and (1) coat of flat paint. Eggshell paint is excluded. ■ Trim, doors, and frames shall receive (1) coat primer and (1) coat semi -gloss latex paint. ■ Exterior wood to receive (1) coat acrylic exterior latex flat paint to coverage. ■ Door hinges to be painted throughout, except at clubhouse. ■ Ceilings and wall to be painted with same color per I.D. ■ Excludes garage door painting. ■ Excludes ProMar 400 paint, apartment grade as noted. 4. Includes painting garage doors. 10 — Awnings & Metal Panel 1. Canopies as shown to be "Helios" canopy by Architectural Fabrications with 4" x 12" gutter fascia. 2. Awnings to be 1' tub steel with powder coat finish. 3. Standing seam metal Kynar color to be determined, price includes standard colors. 4. Includes fabric shades at dog park and Pickle Ball Court. 10 — Specialties 1. Fireplaces in leasing center to be: Napoleon Clearion 60" See Through Electric Fireplace. 2. Includes additional fireplace costs to upgrade to Napoleon Clearion 72" See Through Electric Fireplace. 3. Excludes Golf Simulator, to be by owner. 4. Excludes fire extinguishers at units. 5. Bath hardware to be Taymor Asher. Shower rod to be Moen or BHP. 6. Includes standard cantilever single post carports. 7. Carports to have 87' clear from top of concrete to the bottom of the eave. 11— Appliances 1. Includes unit appliances per ID schedule using Whirlpool products. ■ WRT549SZDM or WRT134TFDM glass top freezer refrigerator with water dispenser. ■ WEES15SOLS front control range ■ WMMS313ORS microwave ■ WDF332PAMS dishwasher ■ GC1000PE 1/3HP disposer ■ WFW560CHW front load washing machine ■ WED560LHW long vent dryer 2. Excludes trash bins and compactors. 12 — Blinds & Shades 1. Includes 2" faux wood PVC blinds at units. pg. 6 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I 2. Includes 3% manual roller shades at all exterior -facing window openings at amenity area. 12 — Casework 1. Includes Frameless Full Overlay thermofoil shaker casework with light rail. 2. Headknockers are included only at units that do not have a linen closet, excluded in bathrooms that do have a linen closet. 12 — Countertops 1. Includes 3cm quartz countertops in Kitchen & 2 cm at vanities/desks to match specified. 2. Sinks to match specified. 21— Fire Suppression 1. Includes code compliant NFPA 13R system with attic fire sprinkler. 2. Design Build system to include Residential wet system for the units, Corridor & Attic dry system, VS-1 flex head at balconies, NFPA 13 system at leasing center, & Knox caps required by the City of Fort Worth. 3. Excludes fire pump. 4. Excludes garage sprinkler. 22 — Plumbing 1. Includes fixtures as outlined in I.D. plans. 2. Sterling Ensemble for bathtubs. 3. Western Pottery B832 for water closets. 4. Excludes booster pump. 5. Includes 3/" unit water sub -meters. 6. Includes gas tank and lines per Plumbing plans Excludes service contract for use. 23 — HVAC Includes filling of tank at time of installation. 1. Includes Goodman (or equal) 14 Seer2 heat -pumps for units and common areas. Bid is based on using R32. 2. Excludes shafts or any accommodations for requirements associated with A2L refrigerant. 3. Condenser to be placed on ground & roof top per plan. 4. Bath fans to be Broan LP80 wall mounted. 5. Fresh air per plans to be Aprilaire 8126X. 26 — Electrical 1. Includes 2023 NEC. 2. Excludes conduits or conductors for site electrical distribution. 3. Includes aluminum SER's, excludes copper. pg. 7 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 4 BLACKLAND PART Bonds MF Phase I 4. OAL #12 Includes #14 NMB Cable for unit and building branch circuitry where allowed by code, #12 everywhere else. 5. Includes SER cables from meters to unit panels. 6. Light fixtures quoted as equal to fixture schedule in I.D. plans. 27 — Communications 128 — Low Voltage 1. Includes unit prewire and Soho boxes. 2. Includes voice/data wiring for amenity area. 3. Excludes amenity TV's — to be by Owner. 4. Includes code minimum system for fire detection and alarm. 5. Trenching and conduit to buildings for telecom and data are assumed to be provided and installed by communications provider selected by owner. Blackland Partners includes conduit runs from 5' outside the building to building IN rooms. Provider to include all unit or common area drops to IN homeruns and IN to MDF backbone. Excludes homerun wiring and backbone. 6. Excludes ERRC prewire. 31— Earthwork 1. Site excavation is based on excavating pad to Structural plans requirement of PVM of 1" or less. 2. Excavations under paving to be 6" scarify, proof -roll and use 1" extra concrete in lieu of 12" of select fill. 3. Lime stabilization is excluded. 4. Includes grading site to +/- .10'. 5. Includes (1) temporary construction entrance. 6. Includes moisture conditioning of 7'. 7. Includes import & placement of common fill. 32 — Exterior Improvements 1. Retaining walls as mosaic sandstone. 2. Excludes vehicular pavers at parallel parking area at entrance. 3. Excludes square planters at pool courtyard. 4. Includes 4" topsoil import per city requirement 5. Includes all dog park equipment noted within the plans. 6. Irrigation system is included as design build. 7. Excludes landscape replacement for plantings installed out of season. Blackland Partners to notify owner of planting seasonality prior. 8. Includes maintenance of landscaping until owner's acceptance of building/section. 9. Unidentified hardscape hatch within plans —assumed to be 1" River Rock. 33—Site Utilities 1. Includes utilities associated with TXDOT Work. 2. Excludes site and irrigation water meters. IPRC Qualifications pg. 8 IU:-IL4/3ZSUJ-UrUZ5-4�425-t5 t5LU-3.13ZSrt5HV�3l.H 04"OLACKLAND Bonds MF Phase I 1. Includes CFA bond required for City of Ft. Worth public work. 2. Includes grading of flood plain to interim drainage map. 3. Includes Lime stabilization per plans. Please note that sulfates were found during the Geotech report for Phase 1 & 3 which result in lime stabilization not being an option. 4. Includes asphalt at locations per markup provided by Westwood on 6/26/2025. 10. Includes hydromulch/winter rye mix at offsite locations disturbed during construction. 11. Includes temporary irrigation for offsite locations until the acceptance of said locations by the City of Ft. Worth. 12. Includes (3) rock -check dams. 13. Includes traffic control measures. pg. 9 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Exhibit E.1 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas 7 February 2025 Archon Project No. 22207 Issue for Permit SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Pre -installation meetings. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Starting of systems and equipment. G. Demonstration and instruction of Owner personnel. H. Closeout procedures, except payment procedures. I. General requirements for maintenance service. 1.2 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in conformance with Contract Documents. 3. Submit surveys and survey logs for the project record. C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. C. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Effect on work of Owner or separate Contractor. f. Written permission of affected separate Contractor. g. Date and time work will be executed. D. Project Record Documents: Accurately record actual locations of capped and active utilities. 1.3 QUALIFICATIONS A. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. C. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located. 1.4 PROJECT CONDITIONS A. Use of explosives is not permitted. B. Grade site to drain. Maintain excavations reasonably free of water- Includinq, if deemed necessary by Contractor in its sole discretion, _Providinn e, operatinn e, and maintaining pumping equipment. C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. D. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. E. Dust Control: Execute work by commercially reasonable methods to minimize raising excessive dust beyond amounts typically generated from construction operations. oFekzi d Peen,,,,, rv,,,.,.,1 t PF8VeRt aiF h-A-FRe dust free diSPeFSiR9 dRte at..,eSphe Fe aR d eYeF a.-1j.,GeRt P el4y F. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 1 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas Archon Project No. 22207 ' February 2025 Issue for Permit Provide temporary measures such as berms, dikes, and drains, to prevent water flow. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 2 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas Archon Project No. 22207 28 April 2023 Issue for Permit 3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. 4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures. 5. Refer to Section 015713 for additional requirements. ' means, G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, and water, and :a —from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1.5 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. To the extent required bV 3.2.2 of the AIA A201, Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART2-PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 016000. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, soil, utilities, and other construction indicated as existing are not guaranteed. c+^r+ of ,ni,,.L means aGGeptaR e of exist; Gend+tieRs. Before beginning work, investigate and verify the following: 1. Verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 2. Verify the location and points of connection of utility services and that they are of the correct characteristics, and in the correct locations. 3. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. 4. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. B. Examine and verify specific conditions described in individual specification sections. C. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or misfabrication. D. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 3 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas Archon Project No. 22207 28 April 2023 Issue for Permit 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 PREINSTALLATION MEETINGS A. When required in individual specification sections of if Contractor determined a need, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four work days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, to Architect, Owner, participants, and those affected by decisions made. 3.4 TRAFFIC INTERRUPTION A. Provide a detailed plan of the construction traffic routes and temporary roads to be used to the Owner's representative for approval prior to starting any work. Notify Owner's representative one week in advance of any anticipated work affecting traffic flow. Provide all necessary traffic control devices and temporary signs to insure the safety of motorists and pedestrians. Coordinate with municipal traffic department requirements. 3.5 LAYING OUT THE WORK A. Portions of Work Indicated to Fit Other Construction: Verify dimension of other construction by filed measurements before fabrication,. Coordinate fabrication schedule with construction progress to avoid delaying the work. 1. Space Requirements: Verify space requirements and dimension of items shown diagrammatically on Drawings. 2. Review of Contract Documents and Field Conditions: Immediately upon discovery of then need for clarification of the contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered together with recommendations for changing the Contract Documents. B. Verify locations of survey control points prior to starting work. C. Promptly notify Architect of any discrepancies discovered. D. Contractor shall locate and protect survey control and reference points. E. Control datum for survey is that established by Owner provided survey. F. Protect survey control points prior to starting site work; preserve permanent reference points during construction. G. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. H. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. I. Utilize recognized engineering survey practices. J. Establish a minimum of two permanent bench marks on site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents. K. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, invert elevations, and items requested by Owner. 2. Grid or axis for structures. 3. Building foundation, column locations, and ground floor elevations. L. Periodically verify layouts by same means. M. Maintain a complete and accurate log of control and survey work as it progresses. 1. Record deviation form required lines and levels. Include: a. Beginning and ending dates and times. b. Weather conditions. C. Name and duty of each survey party member. d. Type of instruments and tapes used. 2. Create log and make available for reference by Architect. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 4 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas 28 April 2023 Archon Project No. 22207 Issue for Permit N. On completion of foundation walls and major site improvements, prepare a certified survey illustrating dimensions, locations, angles, and elevations of construction and site work. 3.6 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.7 CUTTING AND PATCHING A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Repairing includes: a. Replacing defective parts b. Refinishing damaged surfaces C. Touching up with matching materials d. Properly adjusting operating equipment. B. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. C. Whenever possible, execute the work by methods that avoid cutting or patching. D. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Repair components that do not operate properly. 8. Remove samples of installed work for testing when requested. 9. Remove and replace operating components that cannot be repaired. 10. Remove and replace chipped, scratched, and broken glass and any other defective and non- conforming work. E. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. F. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. G. Cut rigid materials using masonry saw, core drill or manufacturer's recommended cutting tool. Pneumatic tools not allowed without prior approval. H. Restore work with new products in accordance with requirements of Contract Documents. I. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. J. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 078400, to full thickness of the penetrated element. K. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.8 PROGRESS CLEANING A. Dispose of materials lawfully. 1. Containerize hazardous and sanitary waste materials separately from other waste. 2. Mark containers appropriately and dispose of legally, according to regulations. B. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. C. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. D. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 5 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas Archon Project No. 22207 28 April 2023 Issue for Permit E. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off -site. Burning or burying waste materials on -site is not permitted. Washing waste materials down sewers or into waterways is not permitted. F. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 3.9 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C Previde temp rar„ and r abl pr teGtieH f r ORStall d .,r,,dYGtS Control activity in immediate work area to prevent damage. D. E Keep '^Stalle ' ^ Rr- ^'^^^ Clean installed surfaces according to written instruction of manufacturer or fabricator of product installed. If specific cleanings materials are not recommended, use cleaning materials that are not hazardous to health or property, and that will not damage exposed surfaces. F. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by pr teGtiR ,y th d, irohlo oheet materials. G. H. Remove protective coverings when no longer needed; F8UGe 9F FeGYG18 PlaSt ^ G9Ver Rgs of pens ble I. Comply with all manufacturers' written instruction for temperature and relative humidity. Refer to Division 01, Section 015300. 3.10 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. D. Verify that wiring and support components for equipment are complete and tested. E. Execute start-up under supervision in accordance with manufacturers' instructions. F. Start equipment and operating components to confirm proper operation. Remove malfunctioning units and replace with new units. Test new units. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.11 DEMONSTRATION AND INSTRUCTION A. See Section 017900 - Demonstration and Training. 3.12 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.13 FINAL CLEANING A. Execute final cleaning prior to final project assessment. 1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy. B. Use cleaning materials that are nonhazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment, including fire rated doors and frames. E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. F. Clean filters of operating equipment. G. Clean debris from roofs, gutters, downspouts, and drainage systems. H. Clean site; sweep paved areas, rake clean landscaped surfaces. I. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury on site. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 6 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Bonds Ranch I Fort Worth, Texas Archon Project No. 22207 28 April 2023 Issue for Permit 3.14 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), identify the value of items on the list, and reasons why the Work is not complete. Include an expected date of completion. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic negatives, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems. 9. Submit test/adjust/balance records, if any. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. 3.15 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Architect and Owner. B. Accompany Architect on preliminary inspection to determine items to be listed for completion or correction in Contractor's Notice of Substantial Completion. C. Notify Architect when work is considered ready for Substantial Completion and Architect's review. D. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. E. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner -occupied areas. F. Notify Architect when work is considered finally complete. G. Complete items of work determined by Architect's final inspection. 3.16 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections B. Maintenance Period: As indicated in � 12.2.2.1 of the AIA A201 in S^^^iFi^A-*F^^ sel C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Owner. END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 7 Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA Exhibit H Supplemental Conditions / Community Facilities Agreement Terms (offsite work) Contractor acknowledges and agrees that Owner has entered into separate Standard Communities Facilities Agreement, CFA Numbers: Water & Sewer (CFA24-0122); Paving & Drainage (CFA24- 0187); and Water Meter (CFA25-0082) for City Project Number 1050491 IPRC23-0122 ("CFA") with the City of Fort Worth together with an Escrow Agreement ("Escrow Agreement") between Owner, the City of Fort Worth and Heritage Title Company of Austin. In connection with the CFA and Escrow Agreement, Owner is required to incorporate certain terms and conditions into the construction contract with the Contractor. Contractor agrees that these terms are hereby incorporated into that AIA A102 — 2017 Standard Form of Agreement between Owner and Contractor dated September 02, 2025, together with the AIA A201 — 2017 General Conditions of the Contract for Construction (collectively the "Construction Contract"). In the event of a conflict between the terms of these Supplemental Conditions and the Construction Contract, the terms of these Supplemental Conditions shall control, but only to the extent that such terms conflict with terms in the Construction Contract, and in all respects the terms of this Exhibit H shall only apply to that portion of the Work which is required under the CFA. The terms of these Supplemental Conditions shall not apply to any Work required under the Construction Contract which is not also required by one of the aforementioned CFAs. 1. Owner or its affiliate may contract for the sale of land to a parry ("Purchaser") that will benefit from the Project, as the term is defined in the CFA, which Purchaser may be substituted as the "Developer" in the CFA in place of HPIMF Bonds Land MF1 DFW005 LP upon satisfaction of the conditions contained in Section 36 of the CFA, in which event "Developer" shall mean Purchaser. 2. The Community Facilities Agreements Ordinance, Chapter 9 of the City of Fort Worth, Texas City Code, Ordinance No. 23656-05-2019 ("CFA Ordinance"), as amended, is incorporated into the Construction Contract by reference, as if it was fully set out herein. Contractor agrees to comply with all provisions of the CFA Ordinance in the performance of Contractor's duties and obligations pursuant to the Construction Contract and to cause all contractors and subcontractors hired by Contractor to comply with the CFA Ordinance in connection with the performance of the Improvements (as defined in the CFA). For purposes of this Exhibit H, the term "Work" shall include the "Improvements" as defined in the CFA. 3. Contractor agrees to cause the construction of the Work contemplated by the CFA and that said construction shall be completed in a good and workmanlike manner and in accordance with all City standards and specifications, the Engineering Plans, the Cost Estimates provided for the Improvements (as those terms are defined in the CFA), and the Construction Contract. Contractor acknowledges that City will not accept the Improvements until the City receives affidavits and lien releases signed by Contractor verifying that Contractor, and all subcontractors and material suppliers, have been paid in full for constructing the Improvements, and consent of the surety on payment and performance bonds provided for the Improvements. Owner acknowledges that City acceptance of Improvements cannot be a condition precedent to Contractor's receipt of Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA payment if the City requires receipt of final unconditional lien releases on final payment for all Work required under the Construction Contract. 4. Contractor shall complete construction of the Improvements within two (2) years of the effective date of the CIA ("Term"). All Extension of the Contract Time shall be agreed to in writing by the City and the Owner as set forth in a written amendment to the CIA. In no event shall the Term of this Agreement plus any Extension Periods be for more than three years. 5. Contractor agrees to construct all Improvements in accordance with the CIA Ordinance. 6. Contractor represents that Contractor satisfies the requirements of the City to construct the Improvements including, but not limited, to being prequalified, insured, licensed and bonded to construct the Improvements in the City. 7. Payment and Performance Bonds. Contractor shall provide, or shall cause its subcontractors to provide, the City with payment and performance bonds naming the City and the Owner as dual obligees, in the amount of one hundred percent (100%) of the cost of the Improvements as required by the CIA Ordinance. The payment and performance bonds shall guarantee construction of the Improvements and payment of all subcontractors and material suppliers. Contractor shall provide the City with a maintenance bond naming the City as an obligee, in the amount of one hundred percent (100%) of the cost of the Improvements, that guarantees correction of defects in materials and workmanship for the Improvements by the contractor and surety for a period of two (2) years after completion and final acceptance of the Improvements by the City. For the purpose of these bonds, the "Improvements" means only that portion of the Work required by the CFAs, and shall not be construed to mean the entire GMP of the Construction Contract. One Hundred Percent (100%) of the cost of the Im rovements, at the time these ifiwwaw are imsi ed, is — - — All bonds must be provided to the City before construction begins and must meet the requirements of the City's Standard Conditions, Chapter 2253 of the Texas Government Code, and the Texas Insurance Code. 8. Insurance. Contractor shall provide the City with insurance equal to or in excess of the amounts required by the City's standard specifications and contract documents for developer -awarded infrastructure construction contracts. The City must be named as an additional insured on all insurance policies. Contractor must provide the Owner and the City with a Certificate of Insurance (ACORD or form approved by the State of Texas), supplied by each contractor's insurance provider, which shall be made a part of the Project Manual. 9. Contractor shall not begin construction of the Improvements until a pre -construction meeting has been held with the City's inspectors and a notice to proceed to construction has been issued by the City. Contractor agrees that construction of the Improvements shall be subject to inspection at any and all times by the City's inspectors. Contractor shall not install or relocate any sanitary sewer, storm drain, or water pipe unless a City inspector is present and gives consent to proceed, and to allow such laboratory tests as may be required by the City. Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 10. Contractor shall not commence construction of the Improvements until a notice to proceed with construction has been issued by the City. 11. Contractor shall not connect buildings to service lines of sewer and water mains constructed pursuant to the CIA, if any, until said sewer, water mains and service lines have been completed to the satisfaction of the City. If additional work beyond what is expressly required by the Contract Documents is deemed necessary to complete the sewer, water mains, or service lines to the satisfaction of the City, and such additional Work is not due to the negligence or fault of Contractor, Subcontractors, Sub -subcontractors, and suppliers, then Contractor shall be entitled to a Change Order for the excess cost and time impacts of such additional work. 12. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY, ITS OFFICERS, AGENTS AND EMPLOYEES FROM AND AGAINST ANY AND ALL CLAIMS, SUITS OR CAUSES OF ACTION OF ANY NATURE WHATSOEVER, WHETHER REAL OR ASSERTED, BROUGHT FOR OR ON ACCOUNT OF ANY INJURIES OR DAMAGES TO PERSONS OR PROPERTY, INCLUDING DEATH, RESULTING FROM, OR IN ANY WAY CONNECTED WITH, THE CONSTRUCTION OF THE IMPROVEMENTS CONTEMPLATED HEREIN, WHETHER OR NOT SUCH INJURIES, DEATH OR DAMAGES ARE CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF THE CITY OF FORT WORTH, ITS OFFICERS, SERVANTS, OR EMPLOYEES. CONTRACTORS SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE CITY FOR ANY LOSSES, DAMAGES, COSTS OR EXPENSES SUFFERED BY THE CITY OR CAUSED AS A RESULT OF CONTRACTOR'S FAILURE TO COMPLETE THE WORK AND CONSTRUCT THE IMPROVEMENTS IN A GOOD AND WORKMANLIKE MANNER, FREE FROM DEFECTS, IN CONFORMANCE WITH THE CIA ORDINANCE, AND IN ACCORDANCE WITH ALL PLANS AND SPECIFICATIONS. 13. Upon final completion of the Improvements, Contractor agrees that the Owner shall assign to the City a non-exclusive right the right to enforce the contract between Owner and Contractor, and Contractor shall assign all warranties given, whether express or implied, to the City of Fort Worth, provided that Owner shall have the exclusive right to enforce such contracts and warranties for the purpose of achieving the City's acceptance of the Improvements. Contractor agrees that the City is an express third -party beneficiary of the Construction Contract and shall have the right to enforce the Construction Contract. 14. Audit. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under the Construction Contract, have access to and the right to examine any directly pertinent books, documents, papers and records of Contractor relating to the CFAs, involving transactions to the Construction Contract as they relate to the CFAs, and further, that City shall have access during normal working hours to all of the Contractor's facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. City shall give Contractor reasonable advance notice of intended audits. 15. This Agreement shall be construed under and in accordance with Texas law. Venue shall be in the state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA 16. Prohibition on Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2271 of the Texas Government Code, the City is prohibited from entering into a contract with a company with 10 or more full-time employees that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. To the extent that Chapter 2271 of the Government Code is applicable to this Construction Contract, by signing this Construction Contract, Contractor certifies that: (1) Contractor does not boycott Israel; and (2) Contractor will not boycott Israel during the term of the Construction Contract. 17. Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City with a company with 10 or more full-time employees unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meanings ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Construction Contract, by signing this Construction Contract, Contractor certifies: (1) Contractor does not boycott energy companies; and (2) Contractor will not boycott energy companies during the term of the Construction Contract. 18. Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City with a company with 10 or more full-time employees unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. To the extent that Chapter 2274 of the Government Code is applicable to the Construction Contract, by signing this Construction Contract, Contractor certifies: (1) Contractor does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) Contractor will not discriminate against a firearm entity or firearm trade association during the term of the Construction Contract. 19. Immigration and Nationality Act. Contractor's obligations under this § 19 shall be satisfied by verifying the eligibility of its own employees. Contractor shall verify the identity and employment eligibility of its own employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by Owner or City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each of its employees who perform work under the Construction Contract as it relates to the CFA. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any of Contractor's employees who are not legally eligible Docusign Envelope ID: 12473863-DFD8-4548-BB20-3138FBA053CA to perform such services. CONTRACTOR SHALL INDEMNIFY THE OWNER AND THE CITY AND HOLD THEM HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO THE EXTENT SUCH PENALTIES, LIABILITIES, OR LOSSES ARE CAUSED BY CONTRACTOR'S FAILURE TO PERFORM ITEMS (A) OR (B) IN THIS PARAGRAPH 19. Contractor acknowledges and agrees that the City or the Owner, upon written notice, shall have the right to immediately terminate the Construction Contract for violations of this provision by Contractor. 20. Section 36 of the CFA sets out the conditions under which a Purchaser may be substituted as the "Developer" in the CFA in place of HPIMF Bonds Land MF1 DFW005 LP ("HPIMF"). Contractor acknowledges that if the conditions as set out in Section 36 of the CFA are satisfied, then: a. Purchaser shall have the right, but not the obligation: (i) to undertake HPIMF's obligations to construct the Improvements; and (ii) if applicable, to cure any breach of HPIMF under this Agreement (the "Takeover Rights"). b. The Contractor agrees that the Owner, or the City as third -party beneficiary, may assign the Construction Contract, or the subcontracts between Contractor and its subcontractors related to the Improvements described in the CFA, to a third -party Purchaser, subject to the terms of Section 36 of the CFA. c. The Contractor shall execute all documents and consents reasonably required to facilitate any such Takeover, assignment, or assumption. IU:-IL4/3ZSUJ-UrUZ5-4�425-t5 t5LU-3.13ZSrt5HV�3l.H WABLACKLAND Bonds Ranch MF EXHIBIT "I" - RETAININGAE EXCEPTIONS & EXCLUSIONS / EARLY RELEASE OF RETAINAGE Items Not Subject to Retainage 1. Material only purchase agreements (ie. Appliances, windows, light fixtures, etc.) 2. Construction material (lumber, plumbing pipe, casework, fixtures, etc.) 3. Electrical Switchgear 4. Contractor's General Conditions, Permits, Fees, and Insurance Costs Below are the trade categories that shall have their retainage released in full no sooner than 60 days after completing their work but prior to the final completion of the project. 1. Sitework 2. Wet Utilities 3. Dry Utilities 4. Site Retaining Walls 5. Concrete 6. Termite Treatment 7. Overhead Garage Doors 8. Pool 9. Metal Stairs and Railing 10. Aluminum/Metal Canopies 11. Structural Steel/Miscellaneous Metals Exhibit I — Retainage Exceptions & Exclusions / Early Release of Retainage ESCROW AGREEMENT THIS ESCROW AGREEMENT (the "Agreement"), is made and entered into by and between HPE\4F Bonds Land MF1 DFW005 LP ("Developer"), the City of Fort Worth, a Texas home -rule municipal corporation ("Fort Worth") and Heritage Title Company of Austin, Inc. ("Escrow Agent") is to witness the following: WHEREAS, Developer and Fort Worth have entered into a Community Facilities Agreement for Bonds Ranch Multifamily Paving, Storm Drain, Street Lights, Signs and Traffic Signal, CFA Number 24-0187, City Project Number 105085, IPRC Number 23-0127 (the "CFA"); and WHEREAS, the CFA provides that Developer shall submit to Fort Worth performance bonds, cash deposits or other financial security acceptable to Fort Worth (collectively, the "Financial Security") for the purpose of guaranteeing satisfactory compliance by Developer with all requirements, terms, and conditions of the CFA (the "CFA Obligations"); and WHEREAS, Developer and Fort Worth desire and agree that Developer be allowed to escrow and pledge cash deposits to Fort Worth, to be held by Escrow Agent, as an escrow agent, in complete satisfaction of the obligation to submit the Financial Security to secure the performance of the CFA Obligations; and WHEREAS, pursuant to the CFA, Developer or its affiliate may contract for the sale of land to a party that will benefit from the CFA (with its successors and assigns, "Purchaser"), which party may be substituted as the "Developer" upon satisfaction of the conditions contained in Section 36 of the CFA and amendment of the CFA to make Purchaser a party to the CFA, in which event "Developer" thereunder and hereunder shall mean Purchaser (the "Substitution Rights"). NOW THEREFORE, for and in consideration of these recitals, ten dollars ($10.00) and other good and valuable consideration, the receipt, sufficiency and adequacy of which are hereby acknowledged, the parties hereto hereby agree as follows: SECTION 1. DEFINED TERMS. For the purposes of this Agreement, unless the context otherwise clearly requires, the following terms shall have the following meanings: "Security Funds" shall mean the cash deposit of Two Million Three Hundred Thirty -Nine Thousand Four Hundred Forty -Six Dollars and Eighty -Three Cents ($2,339,446.8D, which sum represents one hundred twenty-five percent (125%) of the estimated Developer's cost of constructing the CFA Obligations (the "Estimated Developer's Cost"). "Lien" shall mean any lien, security interest, charge, tax lien, pledge or encumbrance designed to secure the repayment of indebtedness or the satisfaction of any other obligation to a third party not a party of this Agreement. City of Fort Worth, Texas Escrow Pledge Agreement OFFICIAL RECORD CFA Official Release Date: 11.01.2022 DH CITY SECRETARY Revised 11.16.2022 DH Page 1 of 10 FT. WORTH. TX SECTION 2. SECURITY FUNDS. As financial security for the full and punctual performance of the CFA Obligations, Developer hereby pledges, assigns, and transfers to Fort Worth, and hereby grants to Fort Worth a security interest in the Security Funds and all rights and privileges pertaining thereto with the exception of the interest income to be derived therefrom (which interest income shall remain the property of Developer and shall be distributed by Escrow Agent in accordance with Developer's periodic instructions) subject, however, to the terms, covenants, and conditions hereinafter set forth. The security interest granted and the assignments made hereunder are made as security only and shall not subject the City of Fort Worth or Escrow Agent to, or transfer or in any way affect or modify, any obligation of Developer with respect to the CFA Obligations or any transaction involving or giving rise therefrom. SECTION 3. PHYSICAL POSSESSION OF SECURITY FUNDS. Concurrently with the execution of this Agreement, Developer shall have delivered to and deposited with Escrow Agent the Security Funds. The parties acknowledge and agree that Escrow Agent shall be required to segregate the Security Funds from other funds held by Escrow Agent for Developer in accordance with the normal practices of Escrow Agent acting as an escrow agent. Escrow Agent shall return all funds on deposit representing or evidencing the Security Funds remaining in its possession to Developer (or take such other action as Developer may request or direct) immediately after receipt of written notice from Fort Worth that the CFA Obligations have been fully performed. During such time as Escrow Agent has possession of the Security Funds, Escrow Agent shall furnish to the City of Fort Worth (when requested by Fort Worth) written acknowledgments signed by an officer of Escrow Agent detailing the amount of the Security Funds. Fort Worth's rights in the Security Funds shall be superior to those of Escrow Agent's notwithstanding any terms or understandings (written or otherwise) between Developer and Escrow Agent. SECTION 4. COVENANTS. (a) Affirmative Covenants. So long as any of the CFA Obligations remain unperformed, Developer covenants and agrees that Developer will: (i) from time to time execute and deliver to Fort Worth all such assignments, certificates, supplemental writings, and other items and do all other acts or things as Fort Worth may reasonably request in order to evidence and perfect the security interest of Fort Worth in the Security Funds; (ii) furnish Fort Worth with information which Fort Worth may reasonably request concerning the Security Funds; (iii) notify Fort Worth of any claim, action, or proceeding affecting title to the Security Funds or Fort Worth's security interest(s) therein; and City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 2 of 10 Revised 11.16.2022 DH (iv) adjust the Security Funds to an amount equal to the actual contract price, including revisions thereto, if the original Security Funds were based on an engineer's estimate of costs. (b) Negative Covenants. So long as any of the CFA Obligations remain unperformed, Developer covenants and agrees that Developer will not: (i) assign or transfer any rights of Developer in the Security Funds other than pursuant to the Substitution Rights or to a permitted assignee or transferee of the CFA Obligations under the CFA; or (ii) create any Lien in the Security Funds, or any part thereof, or permit the same to be or become subject to any Lien except the security interest herein created in favor of Fort Worth. SECTION 5. EVENTS OF DEFAULT. Developer shall be in default under this Agreement only upon the happening of any of the following events (a "Default"): (a) default in the timely payment for or performance of the CFA Obligations after written notice thereof has been given to Developer and Escrow Agent and such default is not cured within seven (7) days after such notice or such longer cure period as may be provided in the CFA; (b) any affirmative or negative covenant is breached by Developer. SECTION 6. RIGHTS AND REMEDIES OF FORT WORTH UPON AND AFTER DEFAULT. (a) Remedy. Upon the occurrence of a Default for which Purchaser exercises its Substitution Rights, Purchaser shall succeed to all of Developer's rights with respect to the Security Funds, to be used by Purchaser in accordance with Section 9 to pay for completion of the CFA Obligations by Purchaser. Upon the occurrence of a Default for which Purchaser does not or is unable to exercise its Substitution Rights or that occurs after Purchaser has exercises its Substitution Rights, Fort Worth shall have the right to direct Escrow Agent to transfer to Fort Worth all of the Security Funds, to be used by Fort Worth to pay for completion of the CFA Obligations by Fort Worth. Escrow Agent is hereby authorized to transfer the Security Funds immediately upon the receipt of a written statement purporting to be executed by an authorized representative of Fort Worth stating that: (i) a Default by Developer has occurred related to the CFA Obligations; (ii) written notice of such Default has been given by Fort Worth to Developer, Purchaser and Escrow Agent and such Default was not cured within seven (7) City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 3 of 10 Revised 11.16.2022 DH days after delivery of such notice or such longer cure period as may be provided in the CFA; and (iii) Fort Worth is entitled to have the Security Funds transferred in accordance with the Agreement. (b) Notices. Any notice required or permitted to be given to any parry hereto shall be given in writing, shall be personally delivered or mailed by prepaid certified or registered mail to such party at the address set forth below, and shall be effective when actually received. To Developer: HPIMF Bonds Land MF1 DFW005 LP Attn: Tim Shaughnessy 901 S. Mopac Expressway, Bldg 3 Ste 220 Austin, Texas 78746 To: Escrow Agent: Heritage Title Company of Austin, Inc. Attn: Conner Turner 200 W. 6th Street, Suite 1600 Austin, Texas 78701 Email: cturner@heritage-title.com To: City of Fort Worth City of Fort Worth Attn: City Treasurer 100 Fort Worth Trail Fort Worth, TX 76102 With a copy to: City of Fort Worth Attn: Contract Management Office 100 Fort Worth Trail Fort Worth, TX 76102 Any parry may change its address for notice by giving all other parties hereto notice to such change in the manner set forth in this Section no later than ten (10) days before the effective date of such new address. SECTION 7. EXCLUSIVE RIGHTS AND REMEDIES. City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 4 of 10 Revised 11.16.2022 DH Subject to the Substitution Rights of Purchaser, if the Developer fails to perform its obligations under the CFA, Fort Worth's sole and exclusive remedy shall be to complete the obligations of Developer at Developer's expense, using the Security Funds. In furtherance of such sole and exclusive remedy, Fort Worth is entitled to exercise its rights as set forth in Section 6 hereof. SECTION 8. SUBSTITUTION OF COLLATERAL. Notwithstanding any contrary provision in this Agreement, Developer shall have the right, at any time and from time to time, to obtain releases of all or any part of the Security Funds (hereinafter called the "Released Collateral") upon satisfaction of the following conditions: (a) Developer shall provide Fort Worth and Escrow Agent written notice (the "Substitution Notice") that the Developer desires to obtain Released Collateral in exchange for a contemporaneous substitution of an alternate Financial Security acceptable to Fort Worth (as specified and described in the Substitution Notice); and (b) Developer shall pledge to, or obtain for the benefit of Fort Worth, and deliver to Fort Worth the alternate Financial Security acceptable to Fort Worth (the "Substituted Collateral") which Substituted Collateral shall in the aggregate be at least equal to the Estimated Developer's Cost; and (c) Said Substituted Collateral shall be of sufficient amount(s) to cover all work which has occurred prior to the substitution of collateral provided for in this Section; and (d) Purchaser shall have consented to the substitution. Upon satisfaction of the above -specified conditions, Escrow Agent shall be authorized (without the further consent of Fort Worth) to return to Developer the original Security Funds in Escrow Agent's possession that represent or evidence the Released Collateral or take such other action with respect to the Released Collateral as Developer may request or direct. Developer shall pay the expenses incurred by Escrow Agent In connection with obtaining each such release and substitution. SECTION 9 REDUCTIONS IN SECURITY FUNDS. (a) Notwithstanding any contrary provision in this Agreement, Developer shall have the right to reductions in the Security Funds (hereinafter called a "Reduction in the Security Funds"), in accordance with this Section 9. (b) Every thirty (30) days, Developer may request a reduction in the Security Funds in accordance with Section 9-310-1 of the CFA Ordinance. (c) Developer shall provide the City of Fort Worth and Escrow Agent with written notice (the "Withdrawal Notice") that Developer desires to obtain a Reduction in the City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 5 of 10 Revised 11.16.2022 DH Security Funds in any amount less than or equal to the then -completed CFA Obligations as inspected or accepted by Fort Worth. (d) A Reduction in the Security Funds may only be made after: i. Fort Worth's inspectors have verified the amount of the Community Facilities that have been constructed in accordance with the engineering plans, which will be completed by Fort Worth within thirty (30) days after request made by Developer to Fort Worth, with a copy thereof sent to Fort Worth's Contract Management office via email at DEVCFA Projects@fortworthtexas.gov; and ii. Fort Worth has received an affidavit and release of lien executed by the contractor indicating that the contractor has been paid by Developer and the contractor has paid all subcontractors and material suppliers for the Community Facilities that have been constructed pursuant to the CFA, through and including the prior payment. (e) After Fort Worth has confirmed the amount of the Community Facilities that have been constructed in accordance with the engineering plans and Fort Worth has received an affidavit and release of lien from the contractor for the Community Facilities that have been constructed through the prior payment, then the Security Funds may be reduced to an amount that is no less than one hundred twenty-five percent (125%) of the value of the Community Facilities that are remaining to be constructed. SECTION 10. NON -ASSIGNABILITY OF FORT WORTH'S RIGHTS. The rights, powers, and interests held by Fort Worth hereunder in and to the Security Funds may not be transferred or assigned by Fort Worth in whole or in part. Any attempted transfer or assignment shall be absolutely void and shall entitle Developer to a release of all Security Funds. SECTION 11. NO WAIVER. No waiver by Fort Worth of any Default shall be deemed to be a waiver of any other subsequent Default. No delay or omission by Fort Worth in exercising any right or power hereunder shall impair any such right or power or be construed as a waiver thereof, nor shall any single or partial exercise of any such right or power preclude other or further exercise thereof. SECTION 12. BINDING EFFECT. This Agreement shall be binding on the parties, their successors and assigns. No provision of this Agreement may be amended, waived, or modified except pursuant to a written instrument executed by Fort Worth, Escrow Agent and Developer. SECTION 13. CHOICE OF LAW; VENUE City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 6 of 10 Revised 11.16.2022 DH This Agreement is to be construed and interpreted in accordance with the laws of the State of Texas. Venue shall be in the state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. SECTION 14. COUNTERPARTS. This Agreement may be executed in any number of multiple counterparts and by different parties on separate counterparts, all of which when taken together shall constitute one and the same agreement. SECTION 15. INDEMNITY. DEVELOPER HEREBY AGREES TO RELEASE, HOLD HARMLESS, AND INDEMNIFY ESCROW AGENT (AND ITS DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND REPRESENTATIVES) FROM AND AGAINST ALL CLAIMS, DAMAGES, EXPENSES, COSTS, SUITS AND OTHER LIABILITY OF ANY KIND WHATSOEVER THAT ARISE OUT OF OR ARE DIRECTLY OR INDIRECTLY RELATED TO THE PERFORMANCE BY ESCROW AGENT OF ITS DUTIES HEREUNDER EXCEPT FOR THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ESCROW AGENT OR ITS DIRECTORS, OFFICERS, EMPLOYEES, AGENTS OR REPRESENTATIVES AND DEVELOPER HEREBY AGREES TO RELEASE, HOLD HARMLESS, AND INDEMNIFY FORT WORTH (AND ITS RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND REPRESENTATIVES) FROM AND AGAINST ALL CLAIMS, DAMAGES, EXPENSES, COSTS, SUITS AND OTHER LIABILITY OF ANY KIND WHATSOEVER THAT ARISE OUT OF OR ARE DIRECTLY OR INDIRECTLY RELATED TO ANY ACTIONS OR INACTION BY FORT WORTH WITH RESPECT TO THIS AGREEMENT. SECTION 16. PAYMENT OF ESCROW FEES Developer will be responsible for the payment of all fees to Escrow Agent associated with this Agreement. SECTION 17. TAKEOVER RIGHTS Upon the occurrence of its exercise of the Substitution Rights, Purchaser shall automatically assume all of the rights, duties and responsibilities of HPIMF Bonds Land MF1 DFW005 LP ("HPIMF") contained in this Agreement. From and after the exercise of the Substitution Rights, Purchaser shall have the rights of Developer to the Security Funds and the City may look to Purchaser for performance of Developer's obligations under this Agreement, provided that HPIMF shall remain solely liable to City for all of its acts, omissions and defaults existing under this Agreement prior to the occurrence of the exercise of the Substitution Rights. SECTION 18. CONCERNING THE ESCROW AGENT City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 7 of 10 Revised 11.16.2022 DH The parties hereto agree that the following provisions shall control with respect to the rights, duties, liabilities, privileges and immunities of Escrow Agent: (a) Escrow Agent is not a party to, and is not bound by, or charged with notice of, any agreement out of which this escrow may arise, other than this Agreement. (b) Escrow Agent acts hereunder as a depository only, and is not responsible or liable in any manner whatever for the sufficiency, correctness, genuineness or validity of the subject matter of the escrow or any part thereof, or for the form or execution thereof, or for the identity or authority of any person executing or depositing the same. (c) Escrow Agent shall be protected by Developer in acting upon any written notice, waiver, consent, certificate, receipt, authorization, power of attorney or other paper or document which Escrow Agent in good faith believes to be genuine and what it purports to be. (d) Escrow Agent may consult with legal counsel in the event of any dispute or question as to the construction of any of the provisions hereof or its duties hereunder. (e) In the event of any claims or demand upon Escrow Agent are made in connection with any provision of this Agreement, or in the event the Escrow Agent, in good faith, shall be in doubt as to what action it should take hereunder, Escrow Agent may, in its sole discretion, refuse to comply with any claims or demands on it, or refuse to take any other action hereunder, so long as such disagreement continues or such doubt exists, and in such event, the Escrow Agent shall not be or become liable in any way or to any person for its failure or refusal to act, and the Escrow Agent shall be entitled to continue to so refrain from acting until (i) the rights of all interested parties shall have been fully and finally adjudicated by a court of competent jurisdiction, or (ii) all differences shall have been adjusted and all doubt resolved by agreement among all of the interested parties and Escrow Agent shall have been notified thereof in writing signed by all such parties. Notwithstanding the foregoing, in the event Escrow Agent shall be in doubt as to what action it should take hereunder at any time during the term of this agreement, Escrow Agent shall have the right, in its sole and absolute discretion, to file an interpleader action in a District Court of Tarrant County, Texas, and interplead all documents and instruments held by it into the registry of said Court, and in such event, all costs, expenses and attorney's fees incurred by Escrow Agent in filing such interpleader action shall be paid by Developer or from the funds so interplead. The rights of Escrow Agent under this paragraph are cumulative to all other rights which it may have by law or otherwise. [REMAINDER OF THIS PAGE INTENTIONALLY BLANK] City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 8 of 10 Revised 11.16.2022 DH ACCORDINGLY, the City of Fort Worth, Developer and Escrow Agent have each caused this instrument to be executed in each entity's respective name by its duly authorized signatories effective as of the date executed by the City Manager or his/her designee. CITY OF FORT WORTH C>5�101 - Jesica McEachern Assistant City Manager Date: 09/22/2025 Approved at to Form & Legality: Richard A. McCracken Sr. Assistant City Attorney Date: 09/19/2025 ATTEST: FORT4nVp of=^ �rocp O S^pG 16 aann�z as Jannette Goodall City Secretary City of Fort Worth, Texas Escrow Pledge Agreement CFA Official Release Date: 11.01.2022 DH Page 9 of 10 DEVELOPER HPIMF Bonds Land MF1 DFW005 LP By: HPIMF Bonds GP DFWO10 LLC, its general partner Name: Tim Shaughnessy Title: Manager Date: 09/18/2025 ESCROW AGENT Heritage Title Company of Austin, Inc. Name: Conner Turner Title: Vice President/Counsel Date: 09/19/2025 Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Development Manager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 11.16.2022 DH 0062 13- 1 PERFORMANCE BOND Page I of 3 EXECUTED IN DUPLICATE 1 SECTION 00 62 13 Bond No. F1C0o01161 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Blackland Partners, LLC, known as "Principal" herein and 9 Frankenn uth Insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, HPIMF BONDS LAND MF I DF W005 12 LP, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the penal sum of, Thirty -Seven Thousand Nine Hundred 14 Eighty -Nine and 48/100 Dollars ($37,989.48), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made 16 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number 25-0082; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 1 lth day of September, 2025, which Contract is hereby referred to and made a part hereof for 23 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 24 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 25 provided for in said Contract designated as Bonds Ranch Multifamily Express CFA. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Bonds Ranch Multtfamify Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 006213-2. PERFORMANCE BOND Page 2 of 3 I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 9th day of December 9 , 2p 25 1. 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 ATyfi? (Principal) Secretary 2"L_ )- D "C7"- Witness as to Principal W ness as t urety Ashlyn Simchik PRINCIPAL: Blackland Partners, LLC BY: Signature i &.li=s��� ct Name and Title Address: 6500 Meyer Way Suite 302 McKinney, TX 75070 SURETY: Frankenmuth Insurance Company BY: Signatui Sean McCauley, Jr., Attorney -in -Fact Name and Title Address: 1 Mutual Avenue Frankenmuth, MI 48787 Telephone Number: (989) 652-6121 '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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Bonds Ranch Multifamily Express CFA 106126 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 0062 14- l PAYMENT BOND Page] of2 EXECUTED IN DUPLICATE 1 SECTION 00 62 14 Band No. FICO©O1161 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Blackland Partners, LLC, known as "Principal" herein, and 9 Frankenmuth Insurance Company , a corporate surety ( or 10 sureties if more than one), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HPIMF 12 BONDS LAND MF1 DFW005 LP, authorized to do business in Texas "(Developer"), and the 13 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Thirty -Seven 14 Thousand Nine Hundred Eighty -Nine and 48/100 ($37,989.48), lawful money of the United 15 States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and 16 truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our 17 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these H presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number 25-0082; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the llth day of September , 2025 , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Bonds Ranch Multifamily Express CFA. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Brands Ranch Multifamily Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 006214-2 PAYMENT BOND Page 2 of 2 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 9th day of December .20 25 . ATTEST: ) (Principal) Secretary Witness as to Principal ATTEST: AqkA (Surety) 14k Liam Hackett, Witness At�-Mot,(,,V- Wi ess as t urety, Ashlyn Simchik PRINCIPAL: Blackland Partners, LLC Signature Address: 6500 Meyer Way Suite 302 McKinney, TX 75070 SURETY: Frankenmuth Insurance Company BY: 45( ( Signature Sean McCauley, Jr., Attorney -in -Fact Name and Title Address: 1 Mutual Avenue Frankenmuth, MI 48787 Telephone Number: (989) 652-6121 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. 14 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Bonds Ranch Multifamily Express CFA 106126 FRANKENMUTH INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that Frankenmuth Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the State of Michigan, having its principal office at 1 Mutual Avenue, Frankenmuth, Michigan 48787, does hereby nominate, constitute and appoint: Sean McCauley, Jr. Sam Duckett, Bridget Truxillo, Sarah Timmons, Ashlyn Simchik, Jarrod Yost Their true and lawful attorneys) -in -fact, each in their separate capacity if more than one is named above, to make, execute, seal, acknowledge and deliver any and all bonds, contracts and undertakings of suretyship, with the exception of Financial Guaranty Insurance, provided, however, that the penal sum of any one such instrument shall not exceed the sum of: Fifty Million and 00/100 Dollars ($50,000,000) This Power of Attorney is granted pursuant to the following Resolution duly adopted at a meeting of the Board of Directors of Frankenmuth Insurance Company: "RESOLVED, that the President, Senior Vice President or Vice President and each of them under their respective designations, hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer of the Company, qualifying the attorney(s) named in the given power of attorney, to execute on behalf of, and acknowledge as the act and deed of Frankenmuth Insurance Company on all bonds, contracts and undertakings of suretyship, and to affix the corporate seal thereto," IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hers+ gatr!'tnQd-this day of _IV t) v rE426 Frankenmuth I urance Company By Andrew H. Knudsen President, Chief Operating Officer and Secretary cs: Sworn to before me, a Notary Public in the State of Michigan, by Andrew H. Knudsen, to me personally known to be the individual and officer described in, and who executed the preceding instrument, deposed and said the Corporate Seal and his signature as Officer were affixed and subscribed to said instrument by the authority of the Company. . r, IN TESTIMONY WHEREOF, I have set my hand, and affixed my Official Seal this / -7 dayof di 0 (Seal),-�,. 40 a '� 6r Susan L. Fresorger, Notary Pub4fc �iA : r° 0- Saginaw County, State of Michigan Q a ±i er1 My Commission Expires: April 3, 202$,i{�� x 1 dI I Is y *� I, the undersigned, Chief Executive Officer of Frankenmuth Insurance Company, do hereby certify that the Earisgping is a trvl`t;t`r?rt'ect and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescitide¢ and is in - and effect as of this date. IN WITNESS WHEREOF, I have set my hand and affixed the Seal of the Corn any, this 9th day of December 2025 Frederick A. Edmond, Jr. Chief Executive Officer ALL CORRESPONDENCE RELATED TO BOND VALIDATION ANDIOR A CLAIM SHOULD BE DIRECTED TO VP SURETY, 701 U.S ROUTE ONE, SUITE I, YARMOUTH, ME 04096 Texas Department of Insurance Amended Certificate of Authority License no. 95333 Licensed since: February 18, 1999 Department Certification I ALL Frankenmufh Insurance Company (foreign stock fire and casualty company) organized under the laws of the state of Michigan This entity has complied with the laws of the state of Texas, as applicable, and is authorized to transact the following lines of insurance: Allied Coverages, Auto Physical Damage, Automobile Liability, Boiler & Machinery, Burglary & Theft, Employers' Liability, Fidelity & Surety, Fire, Forgery, Glass, Nail, Inland Marine, Liability Other than Auto, Livestock, Ocean Marine, Rain i This amended certificate of authority is in full force and effect until it is revoked, canceled, or suspended according to law. Given under my hand and official seal of office in the city of Austin, April 19, 2023 CASSIE BROWN COMMISSIONER OF INSURANCE John Carter, Director Company Licensing and Registration Financial Regulation Division Corn missioner's order no. 3632 IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE To obtain information or file a claim: You may call Frankenmuth Insurance Company for information or to file a claim at: 1-989-480-4369 You may also write to Frankenmuth Insurance Company at: Frankenmuth Insurance Company One Mutual Avenue Frankenmuth, MI 48787 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the Frankenmuth Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener information o presentar un reclamo: Usted puede Ilamar a Frankenmuth Insurance Company pars obtener information o para presentar un reclamo al: 1-989-480 4369 Tambien puede escribir a Frankenmuth Insurance Company a la siguiente direction: Frankenmuth Insurance Company One Mutual Avenue Frankenmuth, MI 48787 Puede comunicarse con el Departamento de Seguros de Texas para obtener information sobre companias, coberturas, derechos o quejas al: 1-800-252-3439 Tambien puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa relacionada con su prima o con un reclamo, debe comunicarse primero con Frankenmuth Insurance Company. Si la disputa no se resuelve, puede comunicarse con el Departamento de Seguros de Texas. ADJUNTE ESTE AVISO A SU P©LIZA: Este aviso es solo para fines informativos y no forma parte ni condition del documento adjunto. 00 ML0042 44 04 16 Page 1 of 1 2025 SUBCONTRACT AGREEMENT TEXAS ANY DISPUTE ARISING OUT OF THIS SUBCONTRACT IS SUBJECT TO ARBITRATION. THE ARBITRATION PROCEDURES ARE SET FORTH IN ARTICLE 14 OF THE GENERAL PROVISIONS TO THIS CONTRACT. This Agreement made this October 9, 2025, and effective the October 9, 2025, by and between Blackland Partners, LLC whose principal address is 6500 Meyer Way, Ste. 300 McKinney, TX 75070, hereinafter referred to as the "Contractor" and Venus Construction Company whose principal address is P.O. Box 90, Mansfield, Texas, 76063 hereinafter referred to as the "Subcontractor," to perform part of the work on the Project, as defined herein. Whereas, Contractor has entered into that certain Contract for Construction (the "Prime Contract") with HPIMF Bonds Land MF1 DFW005 LP, whose principal address is 901 S. Mopae Expressway Building 3, Suite 220 Austin, TX 78746 ("Owner") for the construction of certain improvements on the project identified below the ("Project"). PROJECT: BONDS RANCH 10139 FM 156 Fort Worth, TX 76131 SUBCONTRACT SUM: $37,989.47- (Thirty -Seven Thousand, Nine Hundred Eighty -Nine and 47/100) Dollars As identified by Contractor with the following job number: JOB NUMBER: 2502N.4 - 001 — 533-1000 (Please include this reference number on all invoices and job inquiries.) PAYMENT AND PERFORMANCE BONDS: Subcontractor ;SHALL or' ®1­1SHALL NOT be required to provide Payment and Performance Bonds in the amount of the Subcontract Sum and in a form approved by Contractor. NOW, THEREFORE, in consideration of the mutual covenants herein made by Contractor and Subcontractor, the parties mutually agree as follows: 1. Subcontractor promises, covenants and agrees to furnish all labor, material, management, equipment, tools, plant, scaffolding, services and supplies and all other things necessary for the construction and completion of the following work as described in the Contract Documents and in a good and workmanlike manner (the "Work") and in strict accordance with the Contract Documents: Offsite — Express CFA Water Meter - See Exhibit A - Scope of Work SUBCONTRACT AGREEMENT — 2025 PagV SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC The above described Work is for the construction of the above -named Project and will be performed in accordance with the Contract Documents as defined in the "General Provisions" of Contractor's Subcontract Agreement. 2. Contractor agrees to pay Subcontractor for the described Work, and Subcontractor agrees to accept therefore, the Subcontract Sum as stated above, such payment to be made in accordance with the General Provisions of the Subcontract Agreement. It is understood that all pricing rates are good throughout the duration of this Agreement and Project. No service, equipment, fuel, material, labor, tariff, embargo, or other price/rate increases will be allowed for or related to this entire Agreement and Project. Notwithstanding anything herein to the contrary and upon Contractor's request, Subcontractor will break the Subcontract Sum into separately stated prices for fabrication, installation and any other labor performed by Subcontractor and/or its sub -subcontractors (the "Services") and all materials to be incorporated into the Project (the "Materials"). The Subcontract Sum shall be subject to additions and deletions to the Materials and/or Services as may be agreed to by Contractor and Subcontractor or as otherwise provided in the Prime Contract. Contractor and Subcontractor shall jointly designate the portion of each such adjustment that is attributable to the Materials and/or Services. Payment Requests will be submitted in the form required by Contractor and, if required, will segregate those amounts that are allocated to and payable for the Services and those allocated to and payable for all Materials, and will be subject to the review and approval of Contractor. 3. Subcontractor shall perform the Work in accordance with the Project Schedule attached hereto as Exhibit C as may be modified from time to time by Contractor. 4. Subcontractor acknowledges that it has read the Contract Documents and is familiar with such documents and agrees not to violate the terms of same. Subcontractor represents that it is qualified to perform the Work and that it has the expertise to know the materials, methods, equipment and apparatus specified for the Work, and that it has or will have sufficient work forces to timely complete the Work. Subcontractor acknowledges that it has (a) ascertained and fully evaluated the Work required by the Contract Documents, and the conditions and difficulties involved in performing the same; (b) satisfied itself as to the correctness and accuracy of information furnished by Contractor, Architect, Owner or others; and (c) reviewed and accepted the information regarding the Owner's ability to pay for the Work and is satisfied as to the financial integrity of Owner and its ability to pay for the Work. Subcontractor agrees that any failure by Subcontractor to become fully informed of the conditions and difficulties involved in performing the Work will not relieve Subcontractor from its responsibilities under the Contract Documents. 5. The General Provisions of this Agreement and any exhibits or additions attached or referenced therein are incorporated into and made a part of this Subcontract Agreement. 6. Other Contract documents include but are not limited to: Exhibit A — Scope of Work Exhibit F — Lien Waiver Forms Exhibit B — Plans and Specifications Exhibit G — Insurance Requirements Exhibit C — Project Schedule Exhibit H — Project Clean Up Exhibit D — Schedule of Values Exhibit I — SDI Addendum Exhibit E — PCO Form Exhibit J — CFA Addendum 7. This Subcontract may be executed in multiple counterparts, each of which shall constitute an original, but all of which shall constitute one document. Contractor and Subcontractor consent to execution of this Subcontract being accomplished and evidenced by their handwritten signatures, or alternatively, by their electronic or digital signatures pursuant to the Uniform Electronic Transaction Act or, in the event the Uniform Electronic Transaction Act is found not to apply, any other applicable federal, state, or local statute or ordinance permitting the use of electronic or digital signatures for the purpose of conducting transactions such as those evidenced by this agreement. The parties acknowledge and agree that such electronic or digital signatures shall have the same legal effect as a written signature. Subcontractor shall be solely responsible for ensuring that an authorized representative of Subcontractor signs the Subcontract and other documents whether by handwritten, electronic, or digital signature and agrees not to contest the validity or enforceability of any signature on any document that is so conveyed. Either Party may copy this completed Subcontract and other documents for electronic storage in a non-editable format. Contractor and Subcontractor each agree that following the electronic storage of these documents, any fully executed hard copy printout of the electronically stored information will constitute an original document. If requested, Subcontractor agrees to sign the Subcontract and other Contract Documents utilizing Contractor's electronic signature process which, at the Contractor's discretion, may be facilitated through a third -party administrator. [SIGNATURES ON FOLLOWING PAGE] SUBCONTRACT AGREEMENT — 2025 Page 1' SUBCONTRACTOR'S INITIALS JM CONTRACTORS INITIALS 4 SLACKLAND PARTNERS, LLC VENUS CONSTRUCT ON COMPANY &A By: Subcontractor Signature Josh McAda Title: Vice President Phone No.: (817) 477-2050 Email Address: jmcada(,i.venusconstruction.com Date: BLACKLA l P TNI;.qS, LLC By: ` I Contractor Signature Chase Beauregard Vice President Phone No.: (972) 385-4125 Email Address: Chasel3@blacklandpartiiers.net blacklandpartners.net Date: �(� A��� (General Provisions of Subcontract Agreement Follow) SUBCONTRACT AGREEMENT — 2025 PaggfP33 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC i x t 2025 GENERAL PROVISIONS OF SUBCONTRACT AGREEMENT Table of Contents ARTICLEI...................................................................................................................................................2 The Contract Documents and Scope of Work...............................................................................................2 ARTICLE2...................................................................................................................................................3 Payments........................................................................................................................................................3 ARTICLE3...................................................................................................................................................6 Obligations of Subcontractor; Releases and Affidavits of Payment..............................................................6 ARTICLE4...................................................................................................................................................7 Changes, Extras and Delays...........................................................................................................................7 ARTICLE5.................................... ............................................................................................................. I 1 Payment and Performance Bonds................................................................................................................ I I ARTICLE6.................................................................................................................................................I 1 Indemnificationand Insurance............................................................ ......................................................... I I ARTICLE7.................................................................................................................................................15 Scheduling, Time of Performance, Default and Remedies..........................................................................15 ARTICLE8.................................................................................................................................................18 Compliance with Laws, Permits and Notices..............................................................................................18 ARTICLE9.................................................................................................................................................19 Protection of Work, Safety and Warranties.................................................................................................19 ARTICLE10...............................................................................................................................................20 DefectiveWork............................................................................................................................................20 ARTICLE11...............................................................................................................................................21 Clean-up and Environmental Compliance...................................................................................................21 ARTICLE12...............................................................................................................................................21 Use of Contractor's Equipment and Materials.............................................................................................21. ARTICLEI3.................................................................—,..........................................................................21 Restrictions on Assignments, Supervision and Cooperation with Others....................................................21 ARTICLE14...............................................................................................................................................22 Disputes, Arbitration and Litigation............................................................................................................22 ARTICLE15...............................................................................................................................................23 Miscellaneous Provisions............................................................................................................................23 GENERAL PROVISIONS — 2026 SUBCONTRACTOR'S INITIALS JM BLACKLAND PARTNERS, LLC Page 1 4 CONTRACTOR'S INITIALS ARTICLE 1 The Contract Documents and Scope of Work 1.1 The Contract Documents for this Subcontract Agreement (also referred to herein as, the "Subcontract" or the "Agreement") consist of these General Provisions of Subcontract Agreement, the Subcontract Agreement, including any exhibits or attachments, the Prime Contract between the Contractor and Owner any terms or conditions set forth therein, the drawings, plans, and specifications, issued prior to execution of this Subcontract Agreement and any modifications, change orders, or amendments issued in writing after the execution hereof, all constituting the "Contract Documents". As used herein, the term "Owner" shall mean that entity with whom Contractor has executed the Prime Contract for the Project in question, whether such entity be a true owner of the Project, the General Contractor, or otherwise. 1.1.1 Contractor may, at its election, hire Subcontractor from time to time to perform certain Work on various projects as defined by specific Work Orders. In such case and to avoid having to renegotiate the terms and conditions for such Work, these General Provisions will be utilized by the Parties to establish the terms, conditions and obligations of the Parties and shall control unless such terms are specifically modified in the respective Work Orders issued by the Contractor for each project. The Work Orders may, among other things, define the project, its location, the price and scope of the work, and the payment terms. The Subcontractor will perform the Work and will furnish all labor, material, tools, taxes, insurance, equipment, services and supplies as described in such individual Work Orders and as set forth in the General Provisions. 1.1.2 Contractor shall not be bound by this Subcontract until Subcontractor executes and delivers to Contractor an executed Subcontract and the same is executed by Contractor. The Subcontract may be executed in counterparts and each shall be deemed to be an original. Notwithstanding, Subcontractor's commencement of any part of the Work shall be deemed acceptance of the Terms and Conditions set forth herein. Contractor shall be under no obligation to contract with Subcontractor for any future projects, nor shall Subcontractor be required to accept any future work from Contractor, but if they do enter into an agreement in the future, these General Provisions shall prevail unless specifically modified in writing. 1.1.3 If this Subcontract Agreement is executed before Contractor signs the Prime Contract, this Agreement shall constitute a pre -bid agreement which cannot be canceled by Subcontractor and shall become binding upon award of the Prime Contract to Contractor. If no such Prime Contract is signed by Owner and Contractor, this Subcontract Agreement shall have no further effect. 1.2 Subcontractor acknowledges that it has inspected the Project site and has satisfied itself as to the condition of the same, including all risks, hazards, and difficulties in connection therewith. Subcontractor has thoroughly reviewed the Contract Documents and, except to the extent expressly called out to Contractor in writing, believes that there are no ambiguities affecting its Work. If Subcontractor discovers any ambiguities in the Contract Documents, Subcontractor shall immediately in writing call these to the attention of Contractor. If any part of the Work depends on the work of Contractor, the Owner or any other subcontractor, Subcontractor will inspect and immediately report in writing to Contractor any defects or inadequacies discovered in such work which adversely affect or may adversely affect Subcontractor's Work. If there appear to be any defects, variations or discrepancies of dimensions, quantities or other matters set forth in the plans, specifications or other portions of the Prime Contract, Subcontractor shall immediately notify Contractor in writing of same. Subcontractor will perform all field measurements required for its Work prior to proceeding with such Work. Subcontractor shall immediately notify Contractor in writing of any discrepancy between the measurements set forth in the Contract Documents and the field measurements taken by Subcontractor. Upon receipt of such notice, Contractor will provide written instructions on how to proceed. The failure of the Subcontractor to undertake the obligations of this Paragraph 1.2 or to provide notice to the Contractor written notice within twenty-four (24) hours of Subcontractor's discovery of any defect, inadequacy or discrepancy, shall be deemed a waiver of any Subcontractor claim relating to same. 1.3 If the Prime Contract states a hierarchy of controlling documents in the event of a conflict, the hierarchy stated in the Prime Contract shall control. If the Prime Contract does not state a hierarchy of controlling documents, then the Subcontract Agreement and these General Conditions shall control over the remainder of the Contract Documents. In the event of a conflict between any of the remaining Contract Documents the most stringent requirement shall control. If Subcontractor commences any Work on the Project, including but not limited to mobilization, Subcontractor shall be deemed to have accepted all terms and conditions set forth in the Prime Contract, Subcontract Agreement and General Provisions, irrespective of whether such documents have been executed by Subcontractor. 1.4 Contractor reserves the absolute right to delete labor, materials, sections of the specifications or any other part, portion or section of the Work from this Subcontract Agreement. In such instance of deleted work, Contractor will provide Subcontractor with a written Change Order setting forth the deleted work and the amount to be deducted from the Subcontract Sum. The amount to be deducted from the Subcontract Surn shall be the amount specified for the Work on the Schedule of Values or, if no amount is expressly indicated or inferable from Subcontractor's Schedule of Values, then the amount specified in Subcontractor's bid, or, if no amount is expressly indicated or inferable from Subcontractor's bid, then the amount Contractor could reasonably pay for the deleted Work. GENERAL PROVISIONS — 2026 Page o 24 SUBCONTRACTOR'S INITIALS Jh9 CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC 1.5 Subcontractor agrees to the electronic delivery of the fully executed Subcontract and other Contract Documents in a .pdf or other electronic file format (which may include email). To the extent the Contract Documents require a Change Order or other document be signed by one or both Parties to this agreement for the document to be considered effective, Contractor and Subcontractor consent to their signatures being evidenced by handwritten signatures or, by digital or electronic or digital signatures pursuant to the Uniform Electronic Transaction Act or, in the event the Uniform Electronic Transaction Act is found not to apply, any other applicable federal, state, or local statute or ordinance permitting the use of electronic or digital signatures. 1.6 Notwithstanding the fact that Contract Documents, including drawings, plans and/or specifications, may be transmitted electronically, the only data that may be relied upon by Subcontractor, whether furnished by Contractor, Owner, or the Architect, is limited to the printed/hard copies of such documents. Contract Documents provided in an electronic media format, including text, data, graphics, and/or other similar file types, are furnished only for the convenience of the Subcontractor and, any conclusion or information obtained or derived from such electronic files, shall be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern 1.7 As used throughout this Agreement, the tern "day" shall mean a calendar day unless otherwise specifically stated in the Prime Contract. ARTICLE 2 Payments 2.1 Progress Payments. Unless the Subcontractor is otherwise advised by Contractor, Payment shall be made by Contractor to Subcontractor monthly as the Work is performed in accordance with the following procedures: 2.1.1 On the 15th day of each month (or three (3) days before the date on which Contractor has agreed to submit its application for payment to the Owner, if such date would be earlier in the month) Subcontractor shall submit to Contractor an itemized estimate or invoice of materials incorporated into the Work or suitably stored on the site, and Work completed through the date of the estimate. As it relates to stored materials, Contractor, Architect and/or Owner shall have the right to receive from Subcontractor such data, vouchers, receipts, invoices or other documents or information as they may require verifying the information contained in Subcontractor's estimate. Estimates submitted after the submission date of any month or otherwise not in substantial conformance with the payment procedures set forth herein may be held by the Contractor until the next submission date for processing and until Subcontractor substantially complies with such procedures. If satisfactory to Contractor, the estimate will be incorporated into the Contractor's application for payment and forwarded to the Owner and/or Architect for approval. Subcontractor acknowledges and agrees that Contractor shall have no obligation to pay Subcontractor for Work performed or materials furnished unless Subcontractor strictly complies with the payment procedures contained herein and that Subcontractor's failure to strictly adhere to such procedures shall give rise to the Contractor's right to withhold payment. Subcontractor further acknowledges and agrees that Contractor's acceptance and payment of Subcontractor's previous estimates not in strict compliance with the payment procedures contained herein shall not be deemed as a waiver of such procedures, relieve Subcontractor of its obligation to strictly adhere to such procedures with each future estimate, or prevent the Contractor from withholding payment until Subcontractor strictly adheres to such payment procedures. 2.1.2 To the extent that the Owner recognizes and accepts the Subcontractor's estimate, Contractor will pay Subcontractor the percent of Subcontractor's estimate approved for payment by the Owner, less retainage of ten percent (I001o), provided that Contractor is not required to make payments in an amount that would not leave a sufficient balance to cover all obligations of Subcontractor to complete the Work. The Contractor may, at its sole discretion, reduce the retainage requirements of this Agreement or release any portion of retainage prior to the date specified in the Contract Documents. Any exercise of this option, however, shall not be a waiver of (i) any of the Contractor's rights to retainage in connection with other payments to the Subcontractor (ii) any other right or remedy that the Contractor has under the Contract Documents, at law or in equity. Notwithstanding, Contractor shall not be obligated to release any early retainage in the event that Subcontractor is in default of any provision of this Agreement or if Contractor reasonably anticipates that Subcontractor will not be able to complete the Work in accordance with this Agreement. 2.1.3 Title for all materials and Work covered by estimates shall pass to the Contractor (or to the Owner, if the Prime Contract so provides) when the materials are delivered to the site or when the Subcontractor is paid for such materials and Work, whichever is first. However, this provision shall not be considered as relieving Subcontractor from the sole responsibility for all materials and Work for which payments have been made, the restoration of any damaged work, the cost for replacement or damage of the materials due to theft, or the maintaining of insurance thereon which shall continue until Final Completion. Should Contractor elect to submit a claim for any theft or damage to Subcontractor's Work under any applicable Builder's Risk Policy, Subcontractor shall be responsible for the payment of the amount of the deductible. Nothing herein shall be considered as a waiver of the right of Contractor or Owner to require fulfillment of all the terms of the Contract Documents. 2.1.4 As an express CONDITION PRECEDENT to Subcontractor's right to receive payment from Contractor for Work performed pursuant to this Subcontract Agreement, with each estimate for payment, Subcontractor and all of its sub -subcontractors and suppliers shall execute and deliver to Contractor with Subcontractor's request for partial payments, a Conditional Waiver and Release on Progress Payment conditioned only on receipt of payment and GENERAL PROVISIONS - 2025 Page 34 SUBCONTRACTOR'S INITIALS JM ,_ CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC releasing all claims and causes of action the releasing Party may have or claim to have against Contractor and Owner through the date of the execution of said release, SAVE and EXCEPT for those claims which the releasing Party shall specifically list on said release and describe in a manner sufficient for Contractor to identify such claim with certainty. With each subsequent request for partial payment, Subcontractor and all its supplier and sub -subcontractors shall execute and deliver to Contractor an Unconditional Waiver and Release and Progress Payment fully and unconditionally releasing all claims and causes of action the releasing Party may have or claim to have against Contractor and Owner through the date of the immediately preceding application for payment. All waivers and releases provided by the Subcontractor, its suppliers and sub -subcontractor shall substantially comply with Chapter 53 of the Texas Property Code, Subchapter and/or other Applicable Laws governing the same. Subcontractor acknowledges and agrees that regardless of whether or not Contractor receives payment from the Owner and pays Subcontractor that Subcontractor has an obligation to pay its laborers, sub -subcontractors, and suppliers the amounts owed by Subcontractor to them for labor and materials furnished in connection with this Project. 2.2 Final payment will be paid within thirty (30) days of the completion of all punch list work by Subcontractor, acceptance of and payment for the entire Prime Contract by the Owner, provided Subcontractor has invoiced for its retainage, but not before Contractor's receipt of an executed Conditional Waiver and Release on Final Payment from the Subcontractor and its sub -subcontractors and suppliers, as well as Subcontractor's compliance with the requirements of Section 2.5 regarding lien releases and the delivery of any warranties, guarantees, as -built drawings, test reports, and other close-out documents required by the Contract Documents. In the event Subcontractor is unable to obtain full and final releases from all its sub -subcontractors and suppliers, Contractor may hold all retainage until all time periods for asserting lien and/or bond claims by such sub -subcontractors and suppliers have fully expired, and upon such expiration of time Contractor may release the retainage to Subcontractor. 2.3 Subcontractor acknowledges that, to the fullest extent permitted by law, actual receipt of payment from the Owner to Contractor for any payment (including, without limitation, progress payments, retention, final payment, and payments for changes, extras and claims) for the Work for which Subcontractor is seeking payment shall be an express CONDITION PRECEDENT to Subcontractor's right to receive any such payment. To the fullest extent permitted by law, the foregoing pay -if -paid provision within this Subcontract Agreement (hereinafter referred to as the "Pay -If - Paid" provision) is intended to SHIFT THE RISK OF OWNER'S NON-PAYMENT, from the Contractor to the Subcontractor. Subcontractor hereby knowingly and expressly assumes the risk of the Owner's nonpayment. Subcontractor further acknowledges that to the fullest extent permitted by law, Subcontractor will be paid no more than the amount that Contractor receives from the Owner for the Work and that Subcontractor will be paid no more than the amount, in terms of percentage of Work completed, that Contractor receives from Owner for the Work. In the event the Owner refuses to pay Contractor for any or all portions of Contractor's Payment Application, Subcontractor agrees that Contractor may decide as to how much of the withheld payment is attributable to the Work and Subcontractor is bound by such decision. 2.4 In the event the Pay -If -Paid provision of this Subcontract Agreement is found to be unenforceable for any reason, Contractor agrees that Subcontractor will be paid within a reasonable time following Contractor's receipt of payment from the Owner for the labor and materials provided by Subcontractor. In the event Contractor experiences any problem receiving payment from the Owner, and in the event the Fay -if -Paid provision is unenforceable, Subcontractor agrees to provide Contractor a reasonable length of time to pursue, at Contractor's discretion, any dispute resolution procedure provided in the Prime Contractor by law against Owner to enforce Contractor's rights under the Prime Contract and Subcontractor agrees that a period of at least one hundred eighty (180) days following submission of Subcontractor's pay request to Contractor is a reasonable length of time for Subcontractor to wait for payment from Contractor, or fifteen (15) days from Contractor's receipt of payment from the Owner, whichever is sooner, provided Subcontractor has fulfilled all other conditions of payment asset forth herein. Subcontractor further agrees that in the event the Owner fails to pay Contractor, Contractor shall have the exclusive right to develop strategies and exercise such methods it deems appropriate to attempt to recover payment from Owner. Subcontractor agrees that whatever strategy Contractor chooses to employ shall be deemed reasonable for purposes of Chapter 56 of the Texas Business and Commerce Code. 2.5 At Subcontractor's request, Contractor will provide to Subcontractor information relating to Owner's financial integrity and its ability to pay for the Work under the Contract Documents; such information including information specified in Chapter 56 of the Texas Business and Commerce Code. Subcontractor's failure to request such financial information or Subcontractor's receipt of such financial information about Owner shall be deemed Subcontractor's satisfaction that Owner has the financial wherewithal and ability to meet Owner's obligations under the Contract Documents. Subcontractor accepts the risk of Owner's failure to pay for the Work Subcontractor performs under the Contract Documents. 2.6 Contractor shall have both the express and legal right of set-off for any sums due Subcontractor under this Agreement or any other agreement between Contractor and Subcontractor against sums owed or claimed to be owed to Contractor by Subcontractor under this Agreement or any other agreement between Contractor and Subcontractor. Contractor may withhold amounts otherwise due under this Agreement or any other agreement between Contractor and Subcontractor to cover Contractor's reasonable estimate of any costs or liability Contractor has incurred or may incur, including fees, costs and expenses for attorneys and consultants, for which Subcontractor GENERAL PROVISIONS — 2025 SUBCONTRACTORS INITIALS JM BLACKLAND PARTNERS,LLC Page 4 4 CONTRACTORS INITIALS may be wholly or partially responsible under this Agreement or any other agreement between Contractor and Subcontractor. Further, payments otherwise due Subcontractor may be withheld by Contractor on account of defective Work not remedied, claims filed, evidence indicating probability of filing of claims, failure of Subcontractor to make payments to its subcontractors, laborers, vendors or suppliers, a doubt that the Work can be completed for the balance then unpaid or within the Contract Time, evidence indicating that Subcontractor is not in good standing with the Texas Secretary of State or the state in which Subcontractor is organized, Contractor's reasonable belief that Subcontractor lacks financial viability to perform under this Agreement, or upon Contractor's belief that it has incurred or is likely to incur damages due to Subcontractor's Work or lack of Work or for any other reason not expressly set forth herein that is included in the Prime Contract whether or not the Owner has actually withheld such funds from the Contractor related to Subcontractor's Work. The phrase "any other agreement between Contractor and Subcontractor " shall be deemed to include any agreement between Subcontractor and Contractor or any joint venture or other entity in which Contractor and/or Subcontractor have an ownership interest for this project or any other project. Where the term "Contractor" is used in this Paragraph 2.6 but only for the purposes of this paragraph, it is understood that such reference shall include Contractor as well as any affiliated company, including, but not limited to, parent companies, other entities sharing common ownership with Contractor, joint ventures, and other partnerships in which Contractor has an interest. 2.7 Contractor reserves the absolute right, but shall be under no obligation, to pay suppliers or laborers of Subcontractor directly and Contractor may deduct same from Subcontractor's Subcontract balance. Contractor maintains the absolute right, in its sole discretion, to issue joint checks at any time made payable to Subcontractor's suppliers, laborers, vendors or subcontractors and Subcontractor, or to issue checks at any time directly to a supplier, laborer, vendor or subcontractor of Subcontractor, with any such payments constituting payment to Subcontractor under this Agreement. 2.8 Subcontractor shall, at all times, assume responsibility for its personnel assigned to the Project and agrees to strictly comply with all Applicable Laws and obligations as employer with respect to said personnel. Subcontractor shall likewise ensure that each sub -subcontractor entered into in accordance with this Agreement contains language to the effect that such sub -subcontractor shall strictly comply with all Applicable Laws and obligations as employer with respect to all personnel assigned to the Project. If required by the Contract Documents, Subcontractor shall pay its workmen not less than the scale of wages prescribed in the Contract Documents, or not less than the scale prescribed by law in case the Contract Documents provide no such scale, and Subcontractor agrees to make payments at the times prescribed by the Contract Documents or by law. If scale wages are not required on the Project, Subcontractor shall pay its workmen not less than the minimum wages required by applicable labor laws. Should Subcontractor fail to observe this material covenant, Contractor shall have the option to either pay amounts owed such workmen and charge such amount against the Subcontract balance or proceed with termination pursuant to Article 7 of this Subcontract Agreement. Subcontractor agrees that if any governmental agency for whom Work is to be performed or if Contractor, at its discretion, requires certified payrolls, Subcontractor shall provide completed certified payroll reports acceptable to Contractor on such form and format required by the Contractor or such governmental agency. Subcontractor shall provide certified payroll reports with such frequency as may be required by the Contractor, such governmental agency or by Applicable law, as defined herein. If Subcontractor fails to provide the required certified reports, Contractor may, in its sole and absolute discretion, may withhold funds that are otherwise due the Subcontractor pursuant to this Agreement. Subcontractor agrees to indemnify, defend and hold harmless from Subcontractor's failure to comply in any manner with the terms of this Section 2.9. 2.9 Subcontractor shall not assign or transfer this Subcontract or any part or interest herein, including, but not limited to, the right to the proceeds therefrom, without express written consent from Contractor, such consent to be granted or withheld in Contractor's sole discretion. In the event Subcontractor assigns or transfers this Subcontract or any part or interest herein without the express written consent of Contractor, Subcontractor must provide both written and oral notice of the assignment or transfer within twelve hours of the assignment or transfer. Subcontractor and Contractor agree that in any instance in which Contractor may agree to any assignment of the proceeds of this Agreement, even if erroneous or inadvertent, Contractor shall in no manner be liable to any assignee of Subcontractor in any amount in excess of net sums owing Subcontractor hereunder, after deducting any amounts for which Subcontractor may be obligated or indebted to Contractor under this Agreement or under any other agreement, including, but not limited to, claims received by Contractor from Subcontractor's subcontractors, laborers, suppliers or employees. In such instance of assignment, Subcontractor waives any claims against Contractor resulting from Contractor's continued payment to the assignees of Subcontractor, notwithstanding any notice of termination of such assignment. By making an assignment of the proceeds of the Subcontract, Subcontractor agrees to assume full liability for conveyance to assignees of any payments mistakenly, inadvertently or otherwise made or addressed to Subcontractor. TO THE FULLEST EXTENT PERMITTED BY LAW, SUBCONTRACTOR AGREES TO INDEMNIFY, DEFEND, AND HOLD HARMLESS CONTRACTOR FROM ANY CLAIM OR CAUSE OF ACTION OF ANY ASSIGNEE RELATED TO THIS SUBCONTRACT. GENERAL PROVISIONS — 2025 Page 6 . SUBCONTRACTOR'S INITIALS JPd CONTRACTOR'S INITIALS BLACKLANO PARTNERS, LLC ARTICLE 3 Obligations of Subcontractor, Releases and Affidavits of Pavmenti liens 3.1 Subcontractor Obligations. The Subcontract Sum includes, and Subcontractor shall pay for, all labor; materials; tools; equipment; supplies; state, federal, local and all other applicable taxes; transportation; storage facilities; offices; telephones; submittals; shop drawings; insurance; competent supervision; safety programs; temporary facilities and all other things necessary, customary, or reasonably inferable from the Contract Documents as necessary for performance the of the Work covered by this Subcontract Agreement. Subcontractor shall cooperate with all parties in all respects of the Project, including performance and deliveries during every phase of the Project with the Owner, Contractor, Architect, Engineer, other subcontractors, city officials or other authorities having jurisdiction over the Project, and third parties who may be employed or engaged in activities on or near the site in relation to the Project. The Subcontractor recognizes and acknowledges that their coordination and cooperation obligations are essential terms of this Agreement, and that such obligations include making work areas available to other subcontractors and accepting occasional disruptions to Subcontractor's performance of Work. Subcontractor shall promptly pay its sub -subcontractors, laborers, and suppliers upon receipt of payment from Contractor, subject to the Contractor's right to withhold payment as provided herein. As part of the Subcontract Sum, Subcontractor shall secure and pay for all permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the Work. All required certificates, tests, test reports, and the like shall be furnished by Subcontractor upon Contractor's request. Subcontractor agrees that this Subcontract shall be construed as a "Lump Sum" contract, as the same is defined in Texas Tax Code Section 3.291 and/or other applicable tax laws, for purposes of sales and use tax treatment. The Subcontract Sum includes any and all applicable and/or necessary taxes, including, but not limited to, applicable state and local sales and use tax. Subcontractor shall be solely responsible for payment of all such taxes. 3.2 Subcontractor agrees and covenants that all monies received by Subcontractor for performance of this Subcontract Agreement shall first be used for the payment of all labor and materials used in the Work. Subcontractor shall ensure that all its sub -subcontractors, laborers, suppliers and employees are at all times timely paid all amounts due in connection with the Work. Subcontractor acknowledges and agrees that any failure to make timely payments to its sub -subcontractors, laborers, materialmen and suppliers in accordance with their respective agreements shall constitute a material breach of this Subcontract Agreement. It is understood that all pricing rates are good throughout the duration of this Agreement and Project. No service, equipment, fuel, material, labor, tariff, embargo, or other price/rate increases will be allowed for or related to this entire Agreement and Project. 3.3 As a CONDITION PRECEDENT to the payment of any Pay Application, Subcontractor shall submit such documentation as may be required by the Prime Contract and/or by this Agreement as evidence of the amounts claimed. Notwithstanding any requirements of the Prime Contract, Contractor may further require Subcontractor to (i) produce a sworn affidavit listing all ,sub -subcontractors, materialmen and suppliers that have furnished labor, material or subcontracted work to Subcontractor on the Project, along with the amount of each subcontract, purchase order or other contract; (ii) produce all additional documents that Contractor, Owner, or Owner's lender may require as a condition to receipt of payment: (iii) produce waivers of mechanics lien rights (and/or bond claim rights) by Subcontractor and by all persons supplying labor or materials or equipment to Subcontractor on the job through the date of the pay application, such waivers being expressly conditioned upon the receipt of payment for the current pay application and unconditional for amounts received in previous pay application in compliance with Subchapter L of Chapter 53 of the Texas Property Code and/or provide such other evidence as Contractor may reasonably require as evidence that charges for labor and material have been paid. 3.4 Subcontractor shall neither purchase materials nor incur other debts in Contractor's name without Contractor's prior written authorization. 3.5 Payment to Subcontractor is specifically agreed not to constitute or imply acceptance by Contractor or Owner of any portion of the Work that fails to comply with the Contract Documents or is in any way unacceptable to Owner or Contractor. 3.6 Contractor may withhold amounts otherwise due under this Subcontract Agreement or any other agreement between the Parties, to cover estimates of costs of liability Contractor has incurred or may reasonably incur for which Subcontractor may be wholly or partially responsible under this Agreement or any other agreement between the Parties. 3.7 Samples. Submittals and Shop Drawings. Subcontractor shall deliver directly to Contractor copies of shop drawings, cuts, samples, material lists, and other submissions, including mock-ups and temporary structures required to be approved by Contractor, the Owner or their representatives ("Submittals") in accordance with the Contract Documents and all timefranies established by the Prime Contract, or if no such timeframe is set out in the Prime Contract, within sufficient time so as not to delay performance of the Project and within sufficient time for Contractor to submit the same within the time stated in the Contract Documents. Submittals shall be submitted by Subcontractor in such quantities as may be required by the Contract Documents or, if no quantities are specified, in sufficient quantities as may be requested by Contractor. Contractor's review or approval of any Submittals shall not alter the requirements of the Contract Documents for quality, quantity, finish, dimension, design or configuration or constitute acceptance by Contractor of any method, material or equipment not ultimately acceptable to Owner or relieve Subcontractor from GENERAL PROVISIONS — 2025 Page S4 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC responsibility for errors of any sort or from the necessity of furnishing any Work required by the Contract Documents. Should Subcontractor fail to provide Submittals using the appropriate software mechanism as may be required by the Prime Contract or the Contractor, the Contractor may withhold payment of any amounts that may otherwise be due to the Subcontractor until such Submittals have been properly submitted. After approval, Subcontractor shall furnish final copies for field use as may be requested by Contractor. 3.8 Accounting and Cost Control Records. The Subcontractor shall be accountable for all materials, equipment, and labor being utilized in connection with the Work and shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management of this Agreement. Subcontractor shall retain and preserve all Project documentation for at least ten (10) years after final payment or longer if required by the Prime Contract or Applicable Law. Contractor and/or Owner shall, during regular business hours and upon reasonable notice, be afforded access to, and shall be permitted to audit and copy Subcontractor's Project documentation, including any drawings, proposals, purchase orders, vouchers, memoranda and other data relating to this Agreement or the Project, at any time. 3.9 L"o . Subcontractor shall be responsible for performing its own layout on the Project. Contractor shall provide control points and benchmarks, property corners and building corners. Subcontractor shall lay out and shall be strictly responsible for the accuracy of its Work and for any loss or damage to other contractors or subcontractors engaged in work on the site of the Project by reason of Subcontractor's failure to set out or perform its Work correctly. Subcontractor shall exercise prudence so that actual final conditions and details shall result in alignment of finish surfaces that are within industry standard tolerances or within those set forth in the Contract Documents, whichever are greater. The Subcontractor is responsible for coordination with the Contractor for scheduling the surveying(staking required to perform their Work, coordination will be through email. The Subcontractor shall take effective precautions to protect surveying staking outside of excavation areas. Should it become necessary that Contractor perform such layout due to Subcontractor's failure to fulfill its obligation hereunder, Subcontractor will be charged the cost of such layout. 3.9.1 Improper Layout. The Subcontractor shall be responsible for replacement, correction, or repair of work, including that of other trades, resulting from improper layout by Subcontractor. 3.9.2 Utility Locates. Prior to mobilization and commencement of Work, Subcontractor shall obtain confirmation for the location of all underground utilities. Upon commencement of Work, Subcontractor shall provide Contractor with said utility locate confirmation to Contractor's Superintendent. 3.9.3 SWPPP Protection. Subcontractor shall replace or repair all silt fencing damaged by Subcontractor. If silt fencing needs to be altered or modified for Subcontractor to complete their work scope, Subcontractor to notify Contractor for work to be completed by others. 3.9.4 Chases. The Subcontractor shall assist Contractor with the coordination of chases, leave -outs, and sleeves within or related to Subcontractor's Work, including but not limited to all electrical components/chases required to perform the Work. 3.10 Use of Materials. All materials shall be installed in strict accordance with the Contract Documents, or, in the absence of direction from the Contract Documents, then in strict accordance with the manufacturer's installation specifications. If Subcontractor is only required to provide labor on the Project, Subcontractor agrees to use Contractor's materials without waste and agrees to reimburse Contractor for any material ruined or damaged because of its negligence or carelessness. Material furnished by Contractor shall be considered as delivered to Subcontractor when placed at the curb line of the building on the job site in which it is to be used or the place designated by Contractor. The quantities of material used by the Subcontractor shall be reported to the Contractor daily. 3.11 Lien Notices. Subcontractor shall deliver to Contractor within forty-eight (48) hours of Subcontractor's receipt all lien notices or claims related to the Prime Contract, this Subcontract or any other claims or filings received by Subcontractor from any sub -subcontractor of any tier, any laborer, mechanic, or materialmen performing work upon or furnishing materials for the work (a "Lien Claimant"), under applicable lien laws. If Subcontractor wishes to dispute a lien or bond claim filed by any Lien Claimant, Subcontractor shall promptly advise Contractor thereof in writing and 1) provide security to Contractor in such form that is reasonably satisfactory to Contractor covering 150% of the value of such claim or 2) file in the county where such lien claim is asserted a statutory bond in compliance with Chapter 53 of the Texas Property Code (with a copy to Contractor) in an amount sufficient to cause such lien or bond claim to be removed as a matter of record. If Subcontractor fails to provide such security, post such bond, or otherwise fails to cause such lien claim to be discharged within five (5) days after the assertion or filing of such lien claim, then Contractor shall be authorized to take whatever action it deems necessary to remove such lien claim including, but not limited to, providing a bond to indemnify against the claim or satisfying the claim through settlement or payment. Subcontractor shall be liable for all costs arising from such claim including, but not limited to, bond premiums, interest, attorneys' fees and claims paid. Such costs may, at Contractor's option, be deducted from Subcontractor's remaining Subcontract Sum, be withheld from any payment due Subcontractor or be payable on demand to Contractor. 3.12 Arbitration to Determine Validity of Lien. If Subcontractor or any of its subcontractors, laborers, vendors or suppliers assert or file a lien or bond claim against the Project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien GENERAL PROVISIONS — 2025 Page 7�� 4 SUBCONTRACTOR'S INITIALS "' CONTRACTOR'S INITIALS \V BLACKLAND PARTNERS, LLC or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. 3.12.1 Contractor and Subcontractor have three (3) days from the date Contractor provides notice under Section 6.1.4.2 to select an arbitrator. If either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section 6.1.4.2. 3.12.2 Should the lien or bond claim be found invalid and subject to judicial removal; Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. 3.12.3 Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. 3.13 Supervision & Meetines. Subcontractor shall provide a regular, full-time, full -duration, dedicated supervisory person(s) to act as superintendent. The Subcontractor's superintendent shall be competent at speaking, reading, writing and understanding the English language. The Subcontractor's superintendent shall competently supervise Subcontractor's Work and personnel at the jobsite and will be capable of and permitted to make binding determinations and decisions on behalf of Subcontractor and will effectively coordinate the Work and otherwise interact with Contractor's personnel, as well as the various suppliers, service providers, other subcontractors and other persons having a bearing on the Project and Work. The Subcontractor's Superintendent shall gain and maintain the confidence of Contractor (as to his or her ability to cooperate with Contractor, while effectively overseeing Subcontractor's Work). The Contractor reserves the right to demand replacement of the Subcontractor's superintendent at any time for just cause; at which time Subcontractor will furnish a replacement within atime frame that does not negatively affect Subcontractor's work. or impact the construction schedule. In addition, the Subcontractor's superintendent or onsite foreman shall be present (at the Project near the Work) while any and all Work is in progress for this scope of work, including deliveries. The Subcontractor's superintendent will be required to attend and participate in regular and special jobsite meetings as scheduled by Contractor's superintendent. The Subcontractor's superintendent shall be required to attend weekly scheduling meetings at the jobsite two (2) weeks prior to and while their work is in progress. Failure to attend any scheduled meeting requiring Subcontractor's attendance without prior excusal by Contractor shall result in a back charge of $500 per occurrence. The construction schedule shall be updated periodically to reflect the progress of the job and revised as necessary to ensure compliance with the overall Project duration established by the Owner. Weekly scheduling meetings will be held at the jobsite with all Subcontractors' superintendents. 3.14 Daily lag-gg & Reports. Subcontractor shall complete a daily log and submit the log each day to Contractor's superintendent. Daily logs by Subcontractor shall be legibly written in English. Each daily log shall include manpower counts, equipment on site, significant deliveries, and the assignment of both the work areas and work completed. The daily logs should also include any delays or impacts on Subcontractor's work or overall construction schedule 3.15 Project Documentation, As-B wilts. At the Project, Subcontractor shall maintain one hard copy of all drawings, specifications, addendums, approved submittals, change orders, and field modifications related to Subcontractor's Work. All such documents shall be maintained neatly and orderly, with all changes related to the Work current and up to date. Subcontractor's documents shall be made available for inspection by Contractor upon request. For Subcontractor As -Built documentation, Subcontractor shall maintain, at the Project site, one complete set of Contract Documents marked to record all changes made during construction and in connection with the completion of their work. The Subcontract's As- Built shall be marked to show the precise location of concealed work and equipment, including concealed or embedded piping and conduit. At least weekly, Subcontractor must transfer all such information to the Contractor's overall As -Built record set. The Subcontractor shall submit both a legible hard copy and an electronic version (CD, flash drive, or email) of their As -Built documents to the Contractor upon completion of their work and prior to and as a condition precedent to the release of Subcontractor's final payment. 3.16 Mock -Up. Included as part of the Subcontract Sum, Subcontractor shall provide all Work including labor and materials to construct an exterior and, as applicable to Subcontractor's Work and at the request of Contractor, an interior Mock -Up. This Agreement includes the buildout of the mock-ups out of sequence with the rough and finish trade sections and shall be coordinated with Contractor. In addition, Subcontractor shall make modifications to the applicable Mock -Up until Owner grants final written acceptance 3.17 Coordination with Other Trades. Before and during execution of its Work, Subcontractor shall be responsible for the complete coordination of its Work with the Work of other trades to identify and resolve conflicts. Any and all costs attributable to the lack of planning and coordination will be borne by Subcontractor. Subcontractor has reviewed an understands the elevation and building/site boundary tolerances allowed by the Contract Documents for other trades and has included all necessary preparation work to sub -surfaces to allow Subcontractor to meet these tolerances required by the Contract Documents for this scope of work. In the event Subcontractor's materials and/or work in place are damaged through neglect or willful destruction by others, Subcontractor must provide adequate written and detailed documentation of such damage in a timely manner to enable the Contractor to investigate and present the claim to the proper parties. GENERAL PROVISIONS — 2025 Page $`cj 24 SUBCONTRACTOR'S INITIALS JN'' CONTRACTOR'S INITIALS IV SLACKLAND PARTNERS, LLC 3.18 Delivery, Storage, and Handling. The Subcontractor shall deliver, unload, store, stock materials including materials purchased by Contractor and/or Owner for the Project. Subcontractor shall coordinate with and get approval from Contractor for the on -site storage locations of materials, equipment, tools, containers, or trailers prior to the delivery and storing of such items. As coordinated with and approved by Contractor, all Subcontractor supplied materials and equipment shall be shipped "just in time" and on an as needed basis. If Subcontractor is not onsite or unable to unload materials and Contractor is required to, Contractor may do so at Subcontractor's expense. In this event, Contractor accepts no responsibility for quantity, quality, protection, or condition of the materials. Any items improperly stored will be moved at the Subcontractor's expense. The Contractor reserves the right to have any material removed by Subcontractor as and when requested by Contractor's superintendent. The Subcontract Sum includes all costs associated with planning, loading, reloading, unloading, transporting, protection, storing of materials, and off -site storage; all to assure that all required materials are available as and when required by the construction schedule and as approved by the Contractor's superintendent. The Subcontractor's materials shall be maintained in a neat and orderly fashion by Subcontractor. Loose and usable materials for this scope of work shall be consolidated, banded, and moved forward or stored by Subcontractor as directed by Contractor. The Subcontractor shall deliver materials to the job site covered and properly marked to identify the location for which they are intended; Subcontractor shall use markings corresponding to markings shown on the Contract Documents (room number, apt. number, area, section, etc.). The Subcontractor shall store materials neatly in a manner to maintain identification, keep them dry and protected against damage from weather, contamination, corrosion, construction traffic, and environmental contaminants by storing off the ground, using pallets or other supports, and to permit easy access for inspection and relocation. Any materials delivered and/or placed on the Project without Contractor approval may be rejected, relocated, or removed from the Project, at Subcontractor's expense. The Subcontractor shall provide all operated hoisting equipment, tools and rigging for unloading, hauling and handling of all items to be installed by this Subcontractor and its sub -subcontractors. The Subcontractor shall cooperate with and provide Contractor loading, unloading and hauling of miscellaneous items as requested, within reason, at no additional cost. The Subcontractor shall provide and maintain forklift(s), hoist(s), and scaffolding as required, with qualified operator(s) as required for this scope of work. 3.19 General Site Requirements. Typical site work hours will be 7am — 7pm Monday through Friday and 8am — 5pm on Saturday, or as otherwise provided by Contractor. Exceptions to these hours can be made but must be approved by Contractor's site superintendent. At no additional cost to Contractor, Subcontractor shall provide its own drinking water and construction water. Onsite parking and storage is to be coordinated with Contractor's superintendent. All areas that are utilized for parking, storing and staging must be maintained by the subcontractor throughout their scope. Any areas that are damaged by subcontractor in this period will be at the cost of the subcontractor. Subcontractor has included flagmen, if required, in this scope of work. If Subcontractor shall promptly correct any alterations it makes to barricades or traffic control barriers that deviate from the approved traffic control plan. Contractor will install temporary construction fence in and/or around the Project. As coordinated with Contractor and as required for Subcontractor's Work, Subcontractor shall remove temporary fence as and when necessary for Subcontractor to perform its Work, provided that, the Subcontractor shall reinstall any temporary fence (to its original state or better) taken down or damaged by Subcontractor before the end of the work day and as needed for public safety. Contractor may provide temporary power and main power distribution for construction. However, if additional power is required or power is needed in a location not provided by Contractor, it is the responsibility of Subcontractor to notify the Contractor so power can be distributed to new locations. Contractor may provide limited and general temporary lighting within the structure. The Subcontractor shall provide extension/power cords as required to complete Subcontractor's Work. Tobacco use in any form is not permitted in any structure in any phase of construction. In addition, tobacco use is not permitted in any occupied areas (outside or inside), at any time. Tobacco use is not permitted in Contractor's job trailer and/or office. ARTICLE 4 Chances, Extras and Delays 4.1 Chances. Subcontractor may be directed in writing by Contractor, without invalidating this Agreement, to make changes in the Work (consisting of additions, deletions, or other provisions) with the Subcontract Sum and the Subcontract Time being adjusted. However, in no event shall Subcontractor be entitled to an increase in the Subcontract Sum or Subcontract Time greater than such amount or period which the Contractor deems reasonable and appropriately justified under the terms of the Prime Contract. Subcontractor, prior to the commencement of such changed or revised Work, shall submit promptly to Contractor a proposed written change order ("PCO") on Contractor's PCO form attached to the Agreement as Exhibit E, with written copies of any claim or adjustment to the Subcontract Sum and Subcontract Time for such revised Work in the manner consistent with, and in accordance with the requirements of the Contract Documents including the Prime Contract. Contractor may require submission of comprehensive documentation supporting PCO cost and time adjustments, including but not limited to, detailed & itemized cost breakdowns, man-hour estimates, rates, invoices, petty cash receipts, timesheets, photos, and other similar evidence of incurred or estimated cost and time impacts. As an express CONDITION PRECEDENT to payment or other relative adjustment, no PCO shall be valid unless Contractor's designated representative has signed and approved same prior to the performance of any changed or revised Work. Notwithstanding anything contained herein to the contrary, if it is determined that the GENERAL PROVISIONS — 2025 Page 9�24 SUSCONTRACTOR'S INITIALS Ji;1 CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC Contractor is not entitled to additional compensation from the Owner for any revised or changed Work for which Subcontractor claims an adjustment to the Subcontract Sum or Subcontract Time is to be due, Contractor shall not be liable to Subcontractor for any adjustment to the Contract Sum or Contract Time for such Work. 4.1.1 If Subcontractor requests a written PCO but there is a dispute as to any part of the change, including but not limited to, the price of and time to complete such changed Work, Contractor shall be entitled to issue a written directive to Subcontractor to perform such change and Subcontractor shall be obligated to proceed with such change without either Party admitting liability for the change or waiving its rights under this Subcontract Agreement. Subcontractor shall file with the Contractor within three (3) days before commencing performance of said Work, its written itemized estimate for the cost and time needed to perform the alleged extra Work or changes to be made. Contractor agrees to submit Subcontractor's itemized estimate to Owner for payment. If Subcontractor fails to submit the itemized estimate for cost or time associated with the change before commencing the changed work, Subcontractor waives all claims associated with the change and agrees to perform the change at no additional cost or time. 4.2 Claims Relating_to Owner. Subcontractor agrees to make any claims for which Owner is or may be responsible, whole or in part, ("Owner Claims") in the manner provided in the Prime Contract or elsewhere in the Contract Documents, whichever manner is stricter. Subcontractor will provide written notice of any Owner Claims prior to beginning Subcontractor's Work that is the subject of the claim, and within two (2) days of Subcontractor's first knowledge of the event giving rise to the claim; otherwise, such claims shall be deemed waived. Contractor may, in its sole discretion, permit Subcontractor to prosecute Owner Claims, in the name of Contractor, for the use and benefit of Subcontractor, in the manner provided in the Contract Documents for like claims by Contractor upon Owner, at Subcontractor's sole cost and expense. Subcontractor agrees that satisfaction, if any, of Subcontractor's claims by Owner shall be Subcontractor's exclusive and sole remedy for such claims. 4.2.1 Subcontractor agrees to make any claim, including those related to any increases to the Subcontract Sum or Subcontract Time as provided in Article 4, to Contractor in the same manner as provided in the Prime Contract for like claims of Contractor upon Owner, and in such time as will enable Contractor to present such claims to Owner for recognition, review, and assessment. If the Prime Contract is silent with respect to any notice provisions, then Subcontractor shall give Contractor written notice of the claim within three (3) days of the event giving rise to the delay. Such written notice will contain a request for a specific time extension. Any claim for extension of time not presented by Subcontractor in accordance with this Section 4.4 shall be deemed waived 4.3 Claims Relating to Contractor. Subcontractor shall give Contractor written notice of all claims not included in Paragraph 4.2 of this Subcontract Agreement ("Contractor Claims") within three (3) days of the beginning of the event for which such claim is made and prior to commencing with any work related to the claim; otherwise, such claims shall be deemed waived. All unresolved Contractor Claims, disputes, and other matters in question between Contractor and Subcontractor not relating to claims included in Paragraph 4.2 of this Subcontract Agreement shall be resolved in the manner provided in Article 14 herein. 4.4 Delays and Time Extensions. If the progress of Subcontractor's Work is substantially delayed due to no fault or responsibility of the Subcontractor, then the Subcontract Time may be extended by Change Order but only to the extent an extension is obtained by Contractor from Owner under the Prime Contract. If any delay claim is assessed against Contractor which is the total or partial responsibility of Subcontractor, Contractor may assess the proportional amount of the delay claim against Subcontractor. The Subcontractor's proportional share for such delay claim may be deducted from the Subcontract Sum, amounts that would otherwise be due the Subcontractor on the Project or shall promptly be paid by Subcontractor upon its receipt of written demand from the Contractor. 4.4.1 Subcontractor shall give Contractor written notice of any claim for an extension of the Subcontract Time within three (3) days of the event giving rise to the delay along with a request for a specific time extension. If the claim is for a continuing delay, Subcontractor will provide an estimate of the total time extension needed. Once the cause of the continuing delay is resolved, Subcontractor will submit a specific time extension. Any claim for extension of time not properly presented by Subcontractor within the written notice period is waived. 4.4.2 Contractor shall not be liable to Subcontractor for any damages or additional compensation due to acceleration or delays in its Work unless Contractor has recovered damages on behalf of Subcontractor from any person causing said delay. It is understood and agreed by Subcontractor that, apart from the recovery provided herein, Subcontractor's SOLE AND EXCLUSIVE REMEDY FOR DELAY shall be an extension of the Subcontract Time. Except as expressly provided herein, an extension of the Subcontract Time shall be Subcontractor's sole remedy for delay, inefficiencies or loss of productivity incurred because of delay, or because of schedule amendments. 4.5 Liouidated Damaees. If the Contract Documents, provide for liquidated or other damages for delay in the completion of the Work and such damages are so assessed, then Contractor may assess the same against Subcontractor in proportion to Subcontractor's share in responsibility for such delay. Such damages may, be deducted from the Subcontract Sum, be withheld from payments due Subcontractor, or be paid by Subcontractor to Contractor upon demand. The liquidated or other damages for delay provided herein are intended to compensate Owner for Subcontractor's failure to timely perform the Work. Subcontractor acknowledges that the damages suffered by Owner and/or Contractor because of its delay are difficult or incapable of estimation, the amount of liquidated damages is a reasonable forecast of just compensation, and the liquidated damages are not a penalty. The liquidated damages set forth herein are those damages which may accrue to the Owner and shall GENERAL PROVISIONS — 2025 Page 1 ¢ of 24 SUBCONTRACTOR'S INmALs AA CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC not be construed as a limitation or waiver of any remedy or damages to which Contractor may otherwise be entitled to because of Subcontractor's delays in completing the Work. ARTICLE 5 Payment and Performance Bonds 5.1 The Subcontract Agreement will set forth whether payment or performance bonds are required from Subcontractor. Notwithstanding, Contractor shall have right to require such bonds at any time during the progress of the Work. If payment or performance bonds are required at any time, they shall be for the full amount of the Subcontract Sum, including all addendums or extras. Such bond is to be in a form satisfactory to Contractor and by a surety legally authorized to write such bonds in the state where the Project is located. Premiums associated with securing such bonds will added to the Subcontract Sum by Change Order. The failure of the Subcontractor to promptly provide payment or performance bond as set forth herein shall constitute a material breach of this Subcontract Agreement. 5.2 In the event that Contractor asserts a claim against any bond provided pursuant to this Article 5, Subcontractor and Subcontractor's Surety acknowledge that the Contractor, at its discretion and upon twenty-four (24) hours prior written notice to Subcontractor, may take any reasonable action to ensure that the progress of the Work and the Project is not stopped, hindered or delayed during the pendency of such claim. Contractor shall have the right, among other things, to: 1) correct, replace or otherwise remedy any defect, deficiency, or delay in the Subcontractor's performance by any reasonable and expedient means; 2) take over or supplement Subcontractor's Work and materials and; 3) employ such additional labor, equipment and materials as may be necessary to cure the default and achieve compliance with the Subcontract Agreement and the Contract Documents. Such action on the part of the Contractor will be without prejudice to the Subcontractor or the Subcontractor's Surety. Nothing herein shall give rise to any duty on the part of the Contractor to the Subcontractor or the Subcontractor's Surety. ARTICLE 6 Indemnification and Insurance 6.1.1 INDEMNIFICATION. TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR SHALL INDEMNIFY, HOLD HARMLESS, AND DEFEND CONTRACTOR AND, TO THE EXTENT REQUIRED BY THE PRIME CONTRACT, OWNER, ARCHITECT, AND THEIR RESPECTIVE AFFILIATED ENTITIES, PARTNERS, OFFICERS, DIRECTORS, AGENTS AND EMPLOYEES (THE "INDEMNITEES" AND INDIVIDUALLY AN "INDEMNITEE"), FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING, BUT NOT LIMITED TO REASONABLE ATTORNEYS' FEES, TO THE EXTENT ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO 1) THE VIOLATION OF ANY ORDINANCE, REGULATION, STATUTE OR OTHER APPLICABLE LAW BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR OF ANY TIER AND/OR 2) BODILY INJURY OR DEATH OF ANY PERSON, OR PROPERTY DAMAGE, INCLUDING LOSS OF USE OF PROPERTY, ANY OF WHICH ARISE OR ARE ALLEGED TO ARISE OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT OR SUBCONTRACTOR'S NEGLIGENT PERFORMANCE OF THE WORK OR OTHER ACTIVITIES OF SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR, OF ANY TIER, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY ACT OR OMISSION OF SUBCONTRACTOR, ITS SUB -SUBCONTRACTORS OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE, PROVIDED THAT SUBCONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY OR DEFEND AN INDEMNIFIED PARTY FROM ITS OWN NEGLIGENCE EXCEPT AS PROVIDED IN PARAGRAPH'S 6.1.2. AND 6.1.3. 6.1.2 INDEMNITY — EMPLOYEE INJURY CLAIMS. IN ADDITION TO THE INDEMNIFICATION SET FORTH HEREINABOVE, TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR SHALL INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO ANY CLAIM OF BODILY INJURY, SICKNESS, DISEASE OR DEATH OF ANY EMPLOYEE OF SUBCONTRACTOR, ANY SUB -SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY OF ITS SUB -SUBCONTRACTORS, BROUGHT BY OR ON BEHALF OF SUCH INJURED EMPLOYEE OR H.IS FAMILY OR THE EMPLOYEE'S WORKERS COMPENSATION INSURANCE CARRIER (HEREINAFTER REFERRED TO AS AN "EMPLOYEE INJURY CLAIM"), EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN INDEMNIFIED PARTY, IT BEING THE EXPRESSED INTENT OF THE CONTRACTOR AND SUBCONTRACTOR THAT, IN SUCH EVENT, THE SUBCONTRACTOR IS OBLIGATED TO INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE. 6.1.2.1 In claims against any person or entity indemnified under this Paragraph 6.1.2 by an employee of the Subcontractor, a Sub -subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Paragraph 6.1.2 will not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Subcontractor or a Sub -subcontractor under workers' GENERAL PROVISIONS — 2026 Page 1 SUBCONTRACTOR'S INITIALS Jnn CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC compensation acts, disability benefit acts or other employee benefit acts and shall extend to and include any actions brought by or in the name of any employee of Subcontractor or of any third party to whom Subcontractor may sublet a part of the Work. This liability shall be enforceable against Subcontractor whether Contractor's damage, loss or expense is or is not established by judgment or arbitration or settlement and whether or not Subcontractor participated in such litigation or arbitration or settlement. 6.1.3 INDEMNITY — COPYRIGHT INFRINGEMENT CLAIMS. IN ADDITION TO THE INDEMNIFICATION SET FORTH ABOVE, TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY CLAIM, DAMAGE, LOSS, OR EXPENSE ARISING OUT OF OR RELATING TO ANY CLAIM AGAINST OWNER OR INDEMNITEES ASSERTING INFRINGEMENT OR ALLEGED INFRINGEMENT OF A PATENT, TRADEMARK, COPYRIGHT OR OTHER INTELLECTUAL PROPERTY RIGHT IN CONNECTION WITH ANY DESIGN FURNISHED BY OR THROUGH SUBCONTRACTOR OR ITS SUBCONTRACTORS, EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF ANY OF THE INDEMNITEE(S) OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. 6.1.4 INDEMNITY - LIEN CLAIMS. IN ADDITION TO THE INDEMNIFICATION SET FORTH ABOVE, TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW AND PROVIDED THAT CONTRACTOR HAS COMPLIED WITH ITS PAYMENT OBLIGATIONS AS SET FORTH HEREIN, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY CLAIM, DAMAGE, LOSS, OR EXPENSE ARISING OUT OF OR RELATING TO ANY ALL LIEN OR BOND CLAIMS, OR CLAIMS OF RIGHT TO ENFORCE SUCH LIEN OR BOND CLAIMS AGAINST THE CONTRACTOR, THE JOBSITE, THE IMPROVEMENTS TO BE ERECTED THEREON, OR ANY SURETY BOND PROVIDED BY CONTRACTOR TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY THE ACTS OR OMISSION OF THE SUBCONTRACTOR, ITS SUB -SUBCONTRACTORS OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE. 6.1.4.1 Subcontractor shall deliver to Contractor within forty-eight (48) hours of Subcontractor's receipt all notices related to the Contract, this Subcontract or any other filings received by Subcontractor or that are otherwise filed by any sub -subcontractor of any tier, laborer, mechanic, or materialmen performing work upon or furnishing materials for the work (a "Lien Claimant"), under applicable lien laws. If Subcontractor wishes to dispute a Iien or bond claim filed by any Lien Claimant, Subcontractor shall promptly advise Contractor thereof in writing and 1) provide security to Contractor in such form that is reasonably satisfactory to Contractor covering 150% of the value of such claim or 2) file in the county where such lien claim is asserted a statutory bond in compliance with Chapter 53 of the Texas Property Cade (with a copy to Contractor) in an amount sufficient to cause such lien or bond claim to be removed as a matter of record. If Subcontractor fails to provide such security, past such bond, or otherwise fails to cause such lien claim to be discharged within ten (10) days after the assertion or filing of such lien claim, then Contractor shall be authorized to take whatever action it deems necessary to remove such lien claim including, but not limited to, providing a bond to indemnify against the claim or satisfying the claim through settlement or payment. Subcontractor shall be liable for all costs arising from such claim including, but not limited to, bond premiums, interest, attorneys' fees and claims paid. Such costs may, at Contractor's option, be deducted from Subcontractor's remaining Subcontract balance, be withheld from any payment due Subcontractor or be payable on demand to Contractor. Contractor will be entitled to reimbursement from Subcontractor for such costs or may deduct the same from sums otherwise due Subcontractor. 6.1.4.2 Arbitration to Determine Validity of Lien. Notwithstanding any provision contained herein to the contrary, in the event that Subcontractor or any of its subcontractors, laborers, vendors or suppliers assert or file a lien or bond claim against the project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. 6.1.4.2.1 Contractor and Subcontractor have three (3) days from the date Contractor provides notice under Section 6.1.4.2 to select an arbitrator. if either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section 6.1.4.2. 6.1.4.2.2 Should the lien or bond claim be found invalid and subject to judicial removal; Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. 6.1.4.2.3 Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. 6.1.5 Nothing herein shall be construed to require Subcontractor to indemnify any of the Indemnified Parties for a claim subject to indemnification to the extent caused by or resulting from any Indemnified Party's own negligence unless otherwise permitted under Chapter 151 of the Texas Insurance Code. It is agreed that with respect to any legal limitations now or hereafter in effect and affecting the validity and enforceability of the indemnification obligations in this Agreement, such legal limitations are made a partof the indemnification obligations to the minimum extent necessary GENERAL PROVISIONS -- 2026 Page 1 4 SUBCONTRACTORS INITIALS JM CONTRACTOR'S INITIALS BLACKLANO PARTNERS, LLC for this Agreement to conform to the requirements of such limitations, and as so modified, the indemnification obligations shall continue in full force and effect. This indemnification provision is intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. 6.1.6 Neither final payment by Contractor nor acceptance of the Work performed by Subcontractor shall constitute a waiver of the foregoing indemnities and the provisions of this Article 6 shall survive the termination or Final Completion of this Subcontract and shall not be limited in any way by the amount or type of insurance obtained by Contractor, Owner, any other Indemnified Party, or any of their consultants, contractors, subcontractors or suppliers. In all contracts between Subcontractor, any of its Sub -subcontractors of any tier, or suppliers, Subcontractor shall require such Sub -subcontractor or supplier to indemnify, defend and hold harmless the Indemnified Parties to the same extent that Subcontractor must indemnify, defend and hold harmless the Indemnified Parties pursuant to this Article 6. 6.1.7 The indemnification obligations of Subcontractor expressly include, without limitation, all expenses of litigation and arbitration, court costs, fees and expenses of attorneys, expert witnesses, and consultants, arbitrator's fees and administrative fees and all other costs and expenses of arbitration and/or litigation, arising out of or in connection with, or alleged to arise out of or in connection with any claim subject to indemnification and/or the litigation or arbitration of such claim, whether or not the claims made for loss, injury, damage or property damage are determined to have merit, and regardless of whether the defense of Contractor is maintained by Contractor or assumed by Subcontractor. If Contractor elects to tender defense to Subcontractor, Subcontractor shall be bound and obligated to assume the defense of Contractor in the indemnified claims. 6.1.7.1 It is understood and agreed by Subcontractor that if Contractor tenders the defense of an indemnified claim to Subcontractor and, in Contractor's judgment, Subcontractor fails or neglects to assume or adequately maintain the defense thereof, Contractor may compromise and settle or defend any such suit or action, and Subcontractor shall be bound and obligated to reimburse Contractor for the amount expended by it in settling or compromising any such claim, or in the amount expended by Contractor in paying any judgment rendered therein, together with all reasonable attorneys' fees and cost of arbitration or litigation incurred by Contractor by reason of its defense, settlement or compromise of such indemnified claims. 6.2 Insurance. Prior to starting the Subcontract Work, Subcontractor shall procure and maintain in such form and with such limits constituting the greater of 1) those coverages and policy limits set forth herein or 2) those project specific coverages and policy limits required of Subcontractor in the Prime Contract, or as set forth in Exhibit G. To the extent of any inconsistencies of the coverage requirements set forth herein and in the Prime Contract, the Subcontractor shall be deemed to provide the greater of such coverage. To the extent that Subcontractor's coverage or policy limits provide more extensive coverage and/or higher policy limits than those required by the Prime Contract or those set forth in this Agreement, in the event of a loss, Contractor shall be entitled to utilize the greater policy limits or coverages notwithstanding any minimum coverage or policy limits set forth herein. 6.2.1 Minimum Insurance Coverages and Policy Limits. Unless such greater coverage or policy limits are required by the Prime Contract or on Exhibit G attached hereto, Subcontractor shall procure and maintain in force the following minimum insurance coverages: (1) statutory Worker's Compensation Insurance for all of Subcontractor's employees at the Project site, (2) Employers Liability Insurance with $1,000,000 coverage (each section), (3) Commercial General Liability Insurance (including XCU coverage by subcontractors involved in utility work, excavation, mechanical, electrical and/or plumbing work), (4) Automobile Liability Insurance, (5) Excess Liability (Umbrella) Coverage of $5,000,000 and (6) such other insurance, to the extent required by the Contract Documents for the Subcontract Work. Subcontractor is prohibited from using any forms that vary from the requirements under ISO Form No. CG 00 01 12 04, or its substantial equivalent, and Subcontractor shall notify Contractor immediately in the event its carrier changes the exclusion pertaining to "Employer's Liability" from anything other than that found under ISO Form No. CG 00 01 12 04. Subcontractor shall immediately rectify any inferior coverage so that such coverage meets the stated requirements. The failure of Subcontractor to immediately remedy the inferior coverage and provide Contractor with a copy of the whole insurance policy as evidence that Subcontractor possesses the requisite coverage shall be a material breach of this Agreement. The Subcontractor's Commercial General and Automobile Liability Insurance, as required by this provision shall be written for not less than limits of liability as follows: (a) Commercial General Liability $1,000,000 Each Occurrence $2,000,000 General Aggregate (per project) $2,000,000 Products/Completed Operations Aggregate $1,000,000 Personal and Advertising Injury (b) Comprehensive Automobile Liability $1,000,000 Combined Single Limit (c) Excess Liability (Umbrella) $5,000,000 GENERAL PROVISIONS — 2025 Page 134 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS + M [3LACKLAND PARTNERS, LLC Any such amount required and listed above shall not act as a cap on the amount carried by Subcontractor. Should Subcontractor carry in excess of the required amount, the additional insured shall have access to the full limits available to Subcontractor. 6.2.1 The Commercial General Liability Policy and Automobile Liability Policy shall contain necessary endorsements listing the Owner, Contractor, and such other parties as may be required by the Contractor, the Prime Contract, and/or the Contract Documents as additional insureds with coverage on a primary basis for the additional insureds (not contributory), and the additional insured endorsement for the General Liability Policy must also include products/completed operations coverage. 6.2.1.1 The required Excess Liability coverage shall be provided in addition to Commercial General Liability and Comprehensive Automobile Liability coverage, shall be excess over the Commercial General Liability, Automobile Liability and Employers Liability coverages, and shall follow form over the additional insureds on the underlying policies and shall be on a primary basis (not contributory) for the additional insureds. 6.2.1.2 All policies shall be written through a company duly authorized to transact that class of insurance in the state where the project is located, shall be with insurance companies acceptable to Contractor with an A.M. Best rating of A — VII or better. 6.2.1.3 To the fullest extent permitted by law, Contractor shall be insured by Subcontractor through Subcontractor's insurance carriers with respect to liability arising out of or in connection with Subcontractor's Work for Contractor. To this end, the Commercial General Liability shall be endorsed to name Contractor, Owner, Owner's agents, and such other parties as may be required by the Contractor, the Prime Contract, and/or the Contract Documents, as Additional Insureds, to be evidenced on Form No. CG 20 10 11185, or its equivalent, or a form substantially the same as such, which may be used but must be submitted and approved by Contractor. The Automobile Liability Policy shall be endorsed to name the Owner, Contractor, and such other parties as may be required by the Contractor, the Prime Contract, and/or the Contract documents as additional insureds and the Excess Liability policy shall follow form over the additional insureds on the underlying General Liability and Automobile policies. 6.2.1.4 All policies obtained by Subcontractor or caused to be obtained by Subcontractor shall be endorsed to be primary and non-contributory to any insurance which may be maintained by or on behalf of Contractor. The Business Automobile Policy should be written using symbol 1 or in combination with symbols 7,8 or 9 to include liability coverage for owned, non -owned and hired automobiles. The Commercial General Liability policy shall be on an "occurrence" basis and shall include "Limits Apply Per Project." 6.2.1.5 Subcontractor shall maintain all insurance coverages required by this Subcontract Agreement in force for a period of three (3) years after Final Completion of the Work or such longer period as may be required by the Prime Contract. All continuing coverages shall include Additional Insured coverage on a primary and non-contributory basis and a waiver of subrogation as required herein and/or the Prime Contract. Subcontractor's completed operations coverages will be kept in force for at least ten (10) years after Final Completion of the Work, or the applicable statute of repose, whichever is longer, to provide protection from claims arising from defects in Subcontractor's Work. 6.2.2 All policies providing coverage for Work under this Subcontract Agreement shall contain a waiver of subrogation endorsement in favor of Owner, Contractor and their employees. Subcontractor shall execute a joint agreement to be filed with the Worker's Compensation Commission stating Subcontractor is an independent contractor. 6.2.3 Prior to starting the Subcontract Work, Subcontractor shall deliver to Contractor an original Accord Certificate of Insurance and copies of endorsements acceptable to Contractor which evidences the coverages and endorsements required herein and which states that the coverages afforded under the policies will not be canceled, terminated or materially modified unless at least thirty (30) days prior written notice is given to the Contractor. If Subcontractor subcontracts any portion of the Subcontract Work, Subcontractor shall deliver to Contractor for each of Subcontractor's subcontractors and/or employee leasing/staffing companies, an original Accord Certificate of Insurance which evidences the same coverages, limits and endorsements required herein and Subcontractor shall require each of its subcontractors and/or employee leasing/staffing companies to provide the same indemnifications to Contractor that Subcontractor is providing in this Subcontract Agreement. Upon request from Contractor, Subcontractor shall deliver a certified copy of all policies of insurance, in whole, required herein. 6.2.4 Unless otherwise other expressly agreed to in writing by the Contractor, Subcontractor understands that it is prohibited fi•ont using any forms that vary from the requirements under ISO Form No. CG 00 01 12 04 and Subcontractor covenants and agrees that it will notify Contractor immediately in the event of a general liability policy change defining an "insured contract" any way other than as found under ISO Form Number CG 00 01 12 04. Subcontractor shall immediately rectify any inferior coverage so that such coverage meets the stated requirements. The failure of Subcontractor to immediately remedy the inferior coverage and provide Contractor with evidence that Subcontractor possesses the requisite coverage shall be a material breach of this Agreement. 6.2.5 Professional Errors & Omissions Insurance. In the event any of Subcontractor's Work entails the design or engineering of any portion of the Work, Subcontractor shall, in addition to the other insurance provided above, obtain and maintain during the course of the Project, professional errors and omissions insurance in the amount of not less than $1,000,000 or such other limits as may be required by Contractor or Owner. GENERAL PROVISIONS — 2025 Page 14 24 SUBCONTRACTORS INITIALS '- CONTRACTOR'S INITIALS QLACKLANO PARTNERS, LLC 6.2.6 The insurance provisions in this Agreement, including, but not limited to, any additional insured provisions are intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. It is agreed that with respect to any legal limitations now or hereafter in effect and affecting the validity and enforceability of the additional insured obligation under this Article 6, such legal limitations are made a part of the additional insured obligation to the minimum extent necessary to bring Article 6 into conformity with the requirements of such limitations, and as so modified, the naming of additional insured obligation shall continue in full force and effect. 6.3 Builders Risk Insurance. Contractor may or may not carry Builder's Risk Insurance. Subcontractor acknowledges that the decision to carry such insurance is solely Contractor's and that Contractor is NOT obligated to carry such insurance for the benefit of Subcontractor. Subcontractor agrees that it will assume the responsibility to determine whether Builder's Risk Insurance is in force. Upon written request of Subcontractor, Contractor shall provide Subcontractor with a copy of the Builder's Risk policy of insurance or any other property or equipment insurance in force for the Project and procured by Contractor or Owner. If Owner or Contractor has purchased Builder's Risk Insurance and Subcontractor receives any payment pursuant to a claim made under such policy, then Subcontractor shall pay the same percentage of the deductible that its share of the payment received bears to the total payment made. If Owner or Contractor has not purchased Builder's Risk Insurance for the full insurable value of Subcontractor's Work less a reasonable deductible, then Subcontractor may procure such insurance as will protect the interest of Subcontractor in the Work, at Subcontractor's expense. If not covered under the Builder's Risk Policy of insurance or any other property or equipment insurance required by the Contract Documents, Subcontractor shall procure and maintain, at Subcontractor's own expense, property and equipment insurance for those portions of the Subcontractor's Work which have not been accepted. 6.4 Waiver of Subrogation. Subcontractor waives all rights against Contractor, and any of Contractor's agents and employees, Owner, the Architect, separate contractors, and all other subcontractors for loss or damage to the extent covered by Builder's Risk or any other property or equipment insurance obtained by Subcontractor. The policy of insurance obtained by Subcontractor shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to Contractor, and its agents and employees, the Owner, the Architect, separate contractors, and all other subcontractors, even though such parties would otherwise have a duty of indemnification, contractual or otherwise, and/or did not pay the insurance premium directly or indirectly. ARTICLE 7 Scheduling, Time of Performance, Default and Remedies 7.1 TIME IS OF THE ESSENCE IN THE PERFORMANCE OF THIS SUBCONTRACT AGREEMENT. 7.2 Schedule. Subcontractor shall perform the Work in accordance with the Project Schedule promulgated by the Owner or Contractor. Subcontractor will attend a scheduling meeting with Contractor to construct an overall schedule for the project. Subcontractor will provide accurate information on their expected durations during this meeting. Subcontractor shall cooperate with Contractor to coordinate, schedule and perform Subcontractor's Work to avoid conflicts or interference with the Owner's operations and the work of other trades, to comply with the Project Schedule and to ensure efficiencies with the Project and the Subcontractor's Work. Subcontractor shall be liable to Contractor for failure to adhere to Contractor's schedule related to the Subcontractor's Work, including amendments thereto. The Subcontractor's individual task/Work durations listed in Contractor's Construction Schedule shall be completed concurrently as feasible and as required to expedite the Work and Project. The Subcontractor understands the Project has an aggressive and fluid schedule. At a minimum, the Subcontractor shall complete each task duration within the durations listed in Contractor's Construction Schedule. The Subcontractor also understands that there will be concurrent activities/tasks/durations/Work on this Project by Subcontractor. Subcontractor has taken into account and made allowance for delays which should be reasonably anticipated or foreseeable, including, but not limited to, delays caused by inclement weather conditions. Subcontractor agrees to staff the Project with the appropriate manpower, equipment, and other incidental items necessary to meet the Project Schedule. If requested by Contractor, Subcontractor shall submit detailed schedules for the performance of this Work in a form acceptable to Contractor, which shall comply with all scheduling requirements of the Contract Documents. 7.2.1 Contractor's Right to Modify Project Schedule and Sequence. As construction progresses, Contractor may revise the Project Schedule and/or the sequential order and duration of various construction activities to account for unanticipated delays, occurrences and other factors which act to alter the original Project Schedule including those activities contemplated by, or reasonably inferable from, this Agreement. It may be necessary for Subcontractor to prosecute its Work in such sequence as the progress of the other subcontractors and the Project Schedule reasonably dictates. Contractor will release updated 3-week schedules to all Subcontractors, this Subcontractor must review these schedules and adjust manpower to remain on pace with this schedule. If Subcontractor has a conflict with the updated 3- week schedule they must notify the Contractor in writing within 48-hours of receiving the update. Scheduling and sequencing of the Work shall be the exclusive right of Contractor. GENERAL PROVISIONS — 2026 Page I f�4 SUBCONTRACTOR'S INITIALS db1 CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC 7.3 Delays in the Performance of the Work. To the extent that the Subcontractor believes that any delay in the Work arises from the acts, errors or, omissions of other subcontractors, the actions of the Owner or the Contractor or other reasons beyond the reasonable control of the Subcontractor, Subcontractor shall promptly, and in no case more than three (3) days after the commencement of the event giving rise to the alleged delay, notify the Contractor in writing of its claim in connection with the alleged delay. The failure of the Subcontractor to notify the Contractor in accordance with this Section shall constitute a waiver of any claim arising from the same. 7.3.1 Subcontractor Delays. If Contractor believes Subcontractor is behind schedule with the Work, Subcontractor shall, at its own expense, increase the number of shifts, personnel, overtime operations, days of work, equipment or any other remedies the Contractor may deem necessary to comply with the Schedule and complete the Work. Subcontractor shall pay all costs resulting from its failure to provide needed labor or materials to meet the Schedule. Contractor shall be entitled to direct Subcontractor to perform such work to recover the Project Schedule and shall be entitled to withhold all payments due, or to become due, under the Agreement until the Project Schedule has been fully recovered. Upon Contractor's request, Subcontractor shall submit to Contractor for Contractor's approval a schedule demonstrating how the required rate of progress needed to recover the schedule will be implemented and monitored. Contractor may accelerate Subcontractor's performance by directing Subcontractor to increase the number of shifts, personnel, overtime operations, days of work, equipment or any other remedies the Contractor may deem necessary to comply with the Schedule and complete the Work. Provided that Subcontractor is not in default under any of the provisions herein, including, but not limited to, the Subcontractor's duty to perform the Work in accordance with the most recent Project Schedule, Subcontractor may assert a claim for the actual, proven incremental portion of such wages paid at rates which have been approved by Contractor, taxes imposed by law on the incremental portion of such additional wages, worker's compensation, levies, and liability insurance on such additional wages when required to be paid by Subcontractor. 7.4 Performance and Termination for Default. Contractor shall have the right, upon written notice to Subcontractor to terminate Subcontractor's right to proceed, in whole or in part should Subcontractor, at any time: (a) fail to correct, replace and/or re -execute faulty or defective Work and/or materials furnished under this Subcontract Agreement; (b) fail to complete or diligently proceed with the Work within the time required by Contractor, (c) fail to correct or repair any damage to the Work caused by Subcontractor, or those for whom Subcontractor is responsible, or fail to protect its Work; (d) refuse or fail to provide sufficient, properly skilled workers, adequate supervision and/or materials; (e) damage Contractor, Owner or other subcontractor, or cause Contractor to be unable to perform its contractual obligations; or (f) otherwise be in default of any provision of this Agreement or the Contract Documents, 7.4.1 When any of the reasons described in Section 7.5 exist, the Contractor may, without prejudice to any other rights or remedies set forth in the Agreement and after giving the Subcontractor forty-eight (48) hours written notice and Subcontractor's failure within such forty -hours (48) hours to correct such default or neglect with diligence mid promptness or, if such failure cannot be cured within such forty-eight (48) hours, provide a plan acceptable to Contractor for commencement and correction of such default or neglect terminate the employment of the Subcontractor. 7.4.2 In event of such termination, Subcontractor shall not be entitled to any further payments hereunder, whether due or not, and Contractor shall have the right to retain the entire Subcontract Sum, earned or not, due or yet to become due, until the Final Completion ofthe Project. The Contractor may finish the Work by whatever method chooses and Subcontractor shall be liable to Contractor for all costs of completion. Subcontractor shall be liable for all costs incurred due to its default, including but not limited to, Contractor's costs of completion, supervision, correction and other costs resulting from Subcontractor's default. In the event the costs of completion exceed the balance of the Subcontract Sum, the difference shall be immediately paid by Subcontractor to Contractor. Contractor may but shall not be obligated to notify the Subcontractor's Surety, if any, of any anticipated default of the Subcontractor and Surety agrees that it shall not be prejudiced by the same. For purposes of this Agreement, Subcontractor's failure to perform shall include the failure of its lower tier subcontractors and suppliers to perform. If the Contractor terminates the Subcontract for cause which is later found in error or wrongful, then the termination shall be considered a termination for convenience under the provisions of Paragraph 7.9. 7.5 Other Remedies for Default Other than Termination. Upon twenty-four (24) hours' prior written notice to Subcontractor, Contractor shall have the right to correct, replace or otherwise remedy any defect, deficiency or delay in Subcontractor's performance should Subcontractor at any time: (a) fail to correct, replace and/or re -execute faulty or defective Work and/or materials furnished under this Subcontract Agreement; (b) fail to complete or diligently proceed with the Work within the time required by Contractor; (c) fail to correct or repair any damage to the Work caused by Subcontractor, or those for whom Subcontractor is responsible, or fail to protect its Work; (d) refuse or fail to provide sufficient, properly skilled workers, adequate supervision and/or materials; GENERAL PROVISIONS — 2025 Page 14 SUBCONTRACTOR'S INITIALS Jm CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC (e) damage Contractor, Owner or other subcontractor, or cause Contractor to be unable to perform its contractual obligations; or (f) otherwise be in default of any provision of this Agreement or the Contract Documents. The Contractor may utilize any reasonable and expedient means, including taking over or supplementing the Work and materials and employing such additional labor, equipment and materials as may be necessary to cure the default and achieve compliance with the Agreement and the Contract Documents without prejudice to (1) the Subcontractor or Subcontractor's Surety; or (2) Contractor's other rights and remedies at law or arising out of the Agreement. Contractor shall be entitled to deduct all costs directly or indirectly resulting from Subcontractor's default from the Subcontract Sum, including, but not limited to, Contractor's costs of completion, supervision, correction and other costs resulting from Subcontractor's default. In the alternative, such costs will be payable by Subcontractor and/or its surety on demand from the Contractor. If the Subcontract Sum or payments then or thereafter due Subcontractor are not sufficient to cover such amount, Subcontractor and/or its surety, if any, shall promptly pay the difference to Contractor. 7.6 Contractor's Remedies Arising from An Emergency. If Subcontractor should neglect, fail or refuse to perform any portion of its Work which, by its nature, would constitute an emergency or, by its actions, errors or neglects, creates a situation that may cause injury to persons or property, then Contractor shall have the right, at its sole discretion, and after providing any reasonable form of notice to Subcontractor, to perform such Work without prejudice to any other remedy it may have pursuant to this Agreement. Contractor shall be entitled to deduct all costs because of such emergency from the Subcontract Sum, including, but not limited to, Contractor's costs of completion, supervision, correction and other costs. If the costs exceed the Subcontract Sum, Subcontractor shall pay such costs incurred upon the demand of Contractor. 7.7 In the event of elimination or reduction of the Work by reason of termination or modification of the Prime Contract by the Owner, or a modification of the Contract Documents, or a change in the Work, either in accordance with the terms of the Contract Documents or by default by the Owner, Subcontractor shall not be entitled to recover from Contractor more than its equitable portion of any sums actually received by Contractor for Work completed. 7.8 Contractor shall have the absolute right to terminate Subcontractor, in whole or in part, for its convenience for any reason. Upon such receipt of such notice of termination, the Subcontractor shall (a) cease operations as directed by the Contractor in the notice; (b) take all necessary actions to protect and preserve its Work; and (c) except as otherwise directed by Contractor, terminate all existing sub -subcontracts and purchase orders applicable to the Work. If there has been a termination of the Prime Contract for the Owner's convenience, Subcontractor shall be paid the amount due for its Work and costs incurred by reason of such termination but only to the extent that Contractor has received payment for such Work and costs from the Owner. If the Prime Contract has not been terminated, Subcontractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, but not for overhead or profit on the Work not performed or executed. 7.9 Termination (whether for cause or convenience) of Subcontractor shall not be made the basis of any legal action to secure additional compensation or damages. In the event of termination of Subcontractor, Contractor may accept assignment or assume any of Subcontractor's sub -subcontracts and purchase orders specifically related to the Work. Additionally, if the Subcontractor is terminated for cause, Contractor shall have the right to exclude the Subcontractor from the Project site and take possession of all materials and equipment, thereon owned by the Subcontractor or paid for by Contractor which are on the Project site, in transit to, or specially manufactured for said Work for use in the completion of the Agreement. Subcontractor's warranty obligations shall survive termination of this Agreement for any reason. 7.10 bankruptcy Proceedings or Insolvency of Subcontractor. Should Subcontractor become a debtor in voluntary or involuntary bankruptcy proceedings, make a general assignment for the benefit of creditors, or if a receiver is appointed because of its insolvency, it is recognized that such events could seriously impair or frustrate Subcontractor's performance of the Work. Accordingly, it is agreed that should Subcontractor become a debtor in bankruptcy, either voluntarily or involuntarily, Subcontractor shall notify Contractor in writing within twenty-four (24) hours of such bankruptcy petition. Further, Contractor shall be entitled to request of Subcontractor or its successors, trustees, or receivers, adequate assurances of future performance of this Agreement. Any failure to provide such assurances within three (3) days of such request shall entitle Contractor, in addition to any other rights and remedies provided in this Agreement, or by law to immediately invoke the remedies provided in Article 7 and Article 10 of this Subcontract Agreement, and as may otherwise be provided. Pending receipt of such adequate assurances of such future performance and until actual performance of the Work is resumed by, or on behalf of, Subcontractor or its successors, trustees, or receivers, Contractor may, at its option, proceed with the Work on a temporary basis and may deduct the cost, plus reasonable overhead and profit, from the Subcontract Sum or any amounts due or which may become due to Subcontractor. Contractor and Subcontractor agree that delays in performance could result in more damages to Subcontractor than would be sustained if Contractor failed to exercise such remedies and that Subcontractor and its Surety agree that they will not be prejudiced by Contractor proceeding in accordance with this Paragraph 7.10. Subcontractor further agrees that if Contractor is required to return, refund, or otherwise make any payments to Owner due to any preference action or similar bankruptcy proceeding, Subcontractor shall be required to promptly return any such funds previously paid to Subcontractorto Contractor. in the event of Subcontractor's bankruptcy, this Agreement shall terminate GENERAL PROVISIONS — 2026 Page 17R 4 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INIT ALS W BLACKLAND PARTNERS. LLC if Subcontractor rejects this Agreement or if Subcontractor is unable to give adequate assurance that it will perform in accordance with this Agreement or otherwise is unable to comply with the requirements for assuming this Agreement under applicable provisions of the Bankruptcy Code. It is understood that the obligations set forth in the preceding sentence are a continuation of the agreement and acceptance of risk set forth in Paragraph 2.1.4 of this Subcontract Agreement. 7.11 Right to Receivership. Contractor shall have the right, and Subcontractor hereby consents, to the appointment of a receiver by any court with jurisdiction, without bond (or, if local rules require, a bond of nominal amount) to take charge of the Work and all of Subcontractor's equipment, material, tools and other appliances on or near the Project site and associated with the Work at any time when Subcontractor is in default and such default has not been remedied or cured to the satisfaction of Contractor. In such event, Subcontractor shall not be entitled to receive any further payment hereunder until the Work is completed. If the unpaid balance of the Subcontract Sum shall exceed the expense of finishing the Work, including compensation to the receiver, if any, such excess shall be paid to Subcontractor. If such expense shall exceed such unpaid Subcontract balance, Subcontractor shall pay the difference to Contractor. The remedies set forth herein shall be cumulative of and not in lieu of any other remedies available to Contractor at law or in equity. 7.12 Remedies Cumulative. No right or remedy of Contractor contained in this Agreement is exclusive of any other right or remedy, but every such right or remedy shall be cumulative and shall be in addition to and not a limitation of any duties, obligations, rights and remedies provided herein or otherwise imposed or available by law. ARTICLE 8 Compliance with Laws. Permits and Notices 8.1 Subcontractor shall give notices and comply with all laws, ordinances, rules, regulations, and orders of any public authority bearing on the performance of the Work under this Agreement including, but not limited to: The Occupational Safety and Health Act of 1970; Fair Labor Standards Act; and other applicable labor laws; building codes; federal, state and local tax laws; local building ordinances; and Workers' Compensation Acts ("Applicable Laws"). Subcontractor agrees to cooperate with and assist Contractor in coordinating procurement of any additional permits required by Applicable Laws as same may be required. Subcontractor has included in the Subcontract Sum all permit fees, licensing fees, notices, charges, or other costs arising out of or associated with compliance with Applicable Laws. Subcontractor shall also defend and hold harmless Contractor and Owner from all liability, damages, fines, and costs arising out of Subcontractor's failure to comply with all Applicable Laws. 8.2 Subcontractor warrants and represents that it is not at the present time employing on any project and will not in the future employ or knowingly allow any of its subcontractors or suppliers to employ or continue in its employment any individual who is not legally authorized to work in the United States of America, or otherwise commit any violation of the Immigration Reform and Control Act of 1986, the Immigration and Nationality Act or any other federal, state or local statute, rule or regulation relating to the employment of illegal aliens. As a condition to its being awarded this Agreement and being permitted to perform the Work, Subcontractor shall use due diligence to verify the work status of any and all individuals seeking employment with Subcontractor, and shall maintain all records, documents and other means to verify that such individual is a citizen or national of the United States of America, an alien lawfully admitted for permanent residence, or an alien who is authorized under the Immigration Reform and Control Act of 1986 or by the Attorney General of the United States of America to be hired, recruited or referred for such employment and shall maintain such records for the period of time required by law. 8.3 Insofar as the Contractor has any obligation for affirmative action or otherwise under applicable Equal Employment Opportunity Rules and Regulations and various other state and federal non-discrimination laws as they apply to the various forms of non-discrimination in employment, and as they apply to the employment of handicapped persons, as well as that of Vietnam Era Veterans, then this obligation shall also extend to the employment practices of the Subcontractor. 8.4 Emolovee Background Check Confirmation. In the event the Work is being performed subject to application of the Texas Education Code or as may otherwise be required by the Prime Contract, Subcontractor swears and affirms that Subcontractor has obtained, reviewed, and verified as required by Texas Education Code, Section 22.0834 the national criminal history record information from a law enforcement or criminal justice agency for each employee of the Subcontractor and the national criminal history record infonnation from the Texas Department of Safety for each employee of Subcontractor who (a) have or will have continuing duties related to the contracted services, (b) have or will have direct contact with students. Subcontractor further swears and affirms no employees who meet the requirements of (a) or (b) above have been convicted of any offense identified in Section 22.085 of the Texas Education Code. Subcontractor shall submit to Contractor, upon request, the names and records of all employees working onsite. 8.5 In the event of conflict or ambiguity with any other tern, covenant or provision of this Subcontract Agreement, the terms of this Article 8 and any Applicable Law shall govern and control. 8.6 TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS CONTRACTOR AND ANY PARTIES REQUIRED TO BE INDEMNIFIED PURSUANT TO THIS AGREEMENT FROM AND AGAINST ANY CLAIM, DAMAGE, LOSS, GENERAL PROVISIONS — 2026 Page '18 4 SUBCONTRACTOR'S INITIALS Jh� CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC OR EXPENSE RESULTING FROM ANY FAILURE ON THE PART OF SUBCONTRACTOR TO ADHERE TO AND COMPLY WITH ALL THE REQUIREMENTS OF ARTICLE 8, INCLUDING ANY FINES, PENALTIES OR OTHER SANCTIONS THAT MAY BE LEVIED OR ASSESSED AGAINST CONTRACTOR AND THE INDEMNIFIED PARTIES, ITS AGENTS, SERVANTS AND EMPLOYEES BY ANY GOVERNMENTAL OR REGULATORY AGENCY OR BUREAU ARISING FROM SUCH VIOLATION. 8.7 OSHA. Subcontractor shall comply with OSHA requirements pertaining to the Work and will furnish and maintain up to date MSDS and HAZCOM manuals to Site Superintendent before commencement of Work. All hazardous materials and chemicals delivered by and/ or generated by Subcontractor before, during, and after the execution of Work for this agreement shall be the sole responsibility of Subcontractor. The Subcontractor's responsibility shall include but is not limited to; notices, up to date site specific safety plan, HAZCOM communication, identification, permits, records, monitoring, supervision, storage, disposal, means, and methods. As required and at no additional cost to Contractor, all hazardous materials and chemicals generated delivered to this site by Subcontractor shall be the sole responsibility of Subcontractor and shall be removed from the Project by legal means and methods, by Subcontractor. Subcontractor shall conduct toolbox safety meetings with its employees and any sub -tier subcontractors and turn in copies of all reports of such meetings to Contractor on a timely basis and at least weekly. Subcontractor shall maintain all egress as required by OSHA for safety. Should any means need to be relocated due to work activities, an alternate means of egress must be in place, prior to removal, to maintain two means of egress at all times. 8.8 Inspections. When Subcontractor considers an area ready for inspection, Subcontractor shall submit written notification in a form acceptable to Contractor stating that the Subcontractor's Work has been inspected by Subcontractor and is complete. For all inspections, Subcontractor shall coordinate and cooperate with Contractor, city authorities (or other authorities with jurisdiction over the Project), and material testing & inspecting agencies that will inspect and/or test Subcontractor's Work for compliance with Applicable Law and the Contract Documents. Subcontractor agrees to provide, for all inspections, at least 48-hour's notice to the Contractor to allow time to schedule the inspection, failure by Subcontractor to give proper notice may result in a delay. Subcontractor shall be present for all required inspections. All cost associated with failed tests, failed inspections or re -inspections will be paid by the Subcontractor. ARTICLE 9 Protection of Work, Safety and Warranties 9.1 Protection of Work. Subcontractor shall effectively secure and protect its materials and Work at its expense and shall be responsible for the protection and safety of its materials, equipment and Work, whether or not installed and whether or not accepted by the Contractor and/or the Owner. The Subcontractor is responsible for maintaining the quality of its work until Final Completion, including Work damaged prior to Final Completion. Subcontractor shall repair and/or replace, at the Contractor's option and at Subcontractor's expense, any and all Work which is stolen, damaged or otherwise fails to comply with the Contract Documents, regardless of the cause of such theft or damage, and regardless of whether or not such damage or theft is covered by Contractor's Builder's Risk Insurance or other insurance. Subcontractor shall be responsible for its proportionate share of any deductible related to a loss covered by Builder's Risk or other insurance provided on the Project. In the event of a covered loss, Contractor shall have the right to make a reasonable determination regarding the Subcontractor's proportionate share of any loss and deduct such amount from the Subcontract Sum. 9.2 Protection of Other's Work. Subcontractor shall take necessary precautions to protect its Work, the finished work of the Contractor and other trades, and the Owner from damages caused by its operations. Subcontractor shall promptly reimburse Contractor and/or other subcontractors for damages by Subcontractor or anyone under Subcontractor's control or authority. It is the responsibility of all trades to maintain exterior wall systems. For and related to Subcontractor's Work, the Subcontractor is responsible for associated penetrations through exterior walls If Subcontractor deems that the surface to which its Work is to be applied or affixed is unsatisfactory or unsuitable, written notification of said condition shall be given to Contractor before proceeding or taking any remedial action; otherwise Subcontractor shall be responsible and Iiable for all expense, loss, delay, or damages resulting from Subcontractor's failure to comply with this paragraph. 9.3 Hazardous Materials. Subcontractor shall comply with the Hazardous and Toxic Substance Act and all laws regarding the use, control and reporting of hazardous materials, Subcontractor must submit to Contractor two (2) copies of Subcontractor's Hazard Communications Program and Safety Data Sheets for any hazardous material Subcontractor may be using on the Project. Subcontractor is responsible for complying with all OSHA requirements included in the Hazardous and Toxic Substance Act, including, but not limited to, providing information to any workman on the Project who may request such information. Subcontractor is responsible for verifying that all information included within the Hazard Communications Program and Material Safety Data Sheets is current and in compliance with OSHA at all times. 9.4 Safety. Safety is of the utmost importance. Subcontractor shall use an adequate number of skilled workmen who are thoroughly trained and experienced in the necessary crafts, and completely knowledgeable with the specified requirements and the methods needed for proper performance of the Work. Subcontractor agrees to comply GENERAL PROVISIONS — 2025 Page 19 f 4 SUBCONTRACTOR'S INITWLS JN CONTRACTOR'S INITIALS BLACKLANb PARTNERS, LLC with all rules imposed by this Agreement, under the Prime Contract, by the Contractor, or Applicable Law, including but not limited to drug screening of workers and specialized safety training. Subcontractor shall take all necessary precautions for the safety of all persons on the Project and shall comply with all applicable provisions of federal, state and municipal safety laws and building codes to prevent accidents or injuries to persons or damage to property on or about or adjacent to the Project. The Subcontractor shall correct safety issues in a timely manner as directed by the Contractor's Superintendent. Contractor does not owe any duty to ensure that Subcontractor performs its Work in a safe manner or is otherwise in accordance with Applicable Law. Subcontractor acknowledges and agrees that Contractor does not retain any actual or constructive control over the means, manner or method in which the Subcontractor or its employees or laborers perform the Work. Subcontractor shall be responsible for constant supervision and monitoring of all its employees and laborers. Contractor has no responsibility for the direction of Subcontractor's safety or the safety of those under the Subcontractor's control. Subcontractor agrees to maintain a familiarity with conditions existing over the entire premises on which the Work is located so that it will be aware of any dangerous conditions, whether hidden or apparent. Subcontractor's constant supervision of the Work and immediate correction in the case of unsafe conditions includes, but is not limited to, cleaning of the Project site; wearing of hard hats and protective eyewear; keeping railings, barricades and covers in the proper place and in good repair; wearing all necessary protective equipment; keeping scaffolding and ladders in good repair and in proper use; using power tools properly grounded and in good repair, including electrical extension cords; and providing proper warning to Contractor, its employees, subcontractors and suppliers of any unsafe conditions on the Project. Subcontractor shall provide their own site -specific safety plan before commencement of work. Contractor's site - specific plan has yet to be provided, will be agreed upon by both parties separate from this contract. In addition, the Subcontractor shall provide the Contractor's Superintendent a hard copy of their company's site -specific safety plan in a white 3-ring binder before the commencement of this work scope. Subcontractor represents and warrants that it has not been designated as an Extra -Hazardous Employer by the Texas Workers Compensation Commission and agrees to immediately notify Contractor in writing if Subcontractor becomes so designated. Subcontractor's designation as an Extra -Hazardous Employer shall constitute a material default of this Agreement. 9.5 Warranties. Subcontractor warrants its Work to Contractor on the same terms, and for the same period, as Contractor warrants the Work to the Owner under the Contract Documents, but in no event shall such warranty be for any term less than twelve (12) months from the Date of Substantial Completion. In addition to any warranty required by the Prime Contract, in fact or that may otherwise be implied by law, Subcontractor expressly warrants that the Work will (i) conform to the Contract Documents including, without limitation, drawings, specifications, data, samples or other documents and information, furnished and incorporated as part of this Subcontract and (ii) that the Work will be fit and sufficient for the purpose intended, merchantable, of good material and workmanship and free from any defects. Subcontractor specifically agrees to warrant and guaranty the Work and to make good at Subcontractor's expense, any defect in materials or workmanship which may occur or develop in accordance with the terms of the Prime Contract. Subcontractor's warranty shall apply to all Work and material performed by or on behalf of Subcontractor, unless the Contract Documents contain a stricter standard in which case the stricter standard shall control. Subcontractor specifically agrees to warrant and guaranty the Work and to make good at Subcontractor's expense, any defect in materials or workmanship which may occur or develop in accordance with the terms of the Prime Contract. Subcontractor shall provide a dependable twenty-four-(24)-hours-per-day service contact until all warranties have expired. Service must be available to be performed during normal working hours of 8:00am to 5:00pm Monday through Friday. If the warranty work is considered emergency in nature,after hours work may be required. In the event this Agreement is terminated for any reason, Subcontractor's warranties, guarantees and indemnities shall survive such termination and remain in full force and effect for the period of time prescribed in the Contract Documents. If required by the Prime Contract, all material, equipment, or other special warranties required by the Contract Documents shall be issued in the name of the Owner, or shall be transferable to the Owner. ARTICLE 10 Defective Work 10.1 Subcontractor shall promptly remedy, repair, and/or make good any defective or non -complying materials and/or workmanship to the entire approval and acceptance of Contractor and Owner. Should Subcontractor refuse or neglect to proceed at once with the correction of rejected or defective materials and/or workmanship after receiving written notice to do so, it is agreed that Contractor may have the defects remedied or changes made at the Subcontractor's expense. Should the Subcontractor fail to proceed at once with the remedying or repairing any defect, Contractor will be entitled to withhold any amount which Contractor deems necessary to cover such costs from the Subcontract Sum from any payment due or to become due to Subcontractor. In the alternative, Contractor may remedy or repair such defective Work and Subcontractor shall pay Contractor the costs of repairs upon demand. The remedies described above shall not be exclusive but shall be in addition to all others provided by this Agreement and by law. GENERAL PROVISIONS - 2025 Page 2Q�p24 SUBCONTRACTORS INITIALS dr4 CONTRACTOR'S INITIALS BLACKLAND PARTNERS. LLC ARTICLE 11 Clean-up and Environmental Compliance 11.1 Environmental Control and Compliance. Subcontractor acknowledges that the performance of the Work will result in an indeterminate amount of Waste and Debris, as each are defined in Paragraph 11.3. Subcontractor agrees to retrieve, pick up and remove and place at a location designated by Contractor all such Waste and Debris each day during the course of the Work and upon completion of its Work. Subcontractor shall clean up to the satisfaction of the Contractor, the Owner, and their respective representatives, all dirt, grease, marks, and the like on the walls, ceilings, floors, fixtures, and all other surfaces on the Project caused by the Work. The obligations of this Paragraph 11.2 are addition to the clean-up obligations detailed herein and shall be subject to the same remedies. Notwithstanding anything herein to the contrary, Subcontractor shall retain title to and full legal responsibility for any substances brought on the Project by, or on behalf of, Subcontractor and to all Waste and Debris generated in the performance of the Work. Subcontractor shall keep all Waste generated from the performance of the Work separate form all other Waste generated at the job site. Subcontractor shall, in compliance with all Applicable Laws, arrange directly (i) with third party transporter(s) for transportation, from the Project location, of all the Waste generated in the performance of the Work, and (ii) with third party disposal facility(ies) for disposal of all Waste generated in the performance of the Work. In the event that Contractor upon written notice to Subcontractor, contracts with a transporter(s) and/or disposal facility(ies) or arranges for the removal of Waste, Subcontractor shall deposit all Waste as directed by Contractor. At Contractor's sole discretion, Subcontractor shall deposit its Debris in dumpsters or other receptacles designated by Contractor. If Subcontractor refuses or fails to perform the Debris and Waste removal and cleaning, the Contractor shall have the right and power to proceed with cleaning and removal and Subcontractor will, upon demand, pay to Contractor the actual cost cleaning and removal. In the alternative, Contractor may withhold an amount to cover such cost from any payments that become due or any other amounts Contractor may owe Subcontractor or deduct such costs from the Subcontract Sum. 11.2 For purposes of this Agreement, "Waste" shall be defined as commercial products or chemicals which are, off -specifications, outdated, banned, unused or left -over from performance of the Work, including the containers of same; liquids, gels or other products used in the performance of the Work the residue or unused remainder of which is located on the Project site and sludge from septic tanks and food service grease traps; chemical -containing equipment removed from service, e.g. filters and acetylene tanks; and includes "Hazardous Substances," which shall mean all pollutants, contaminants, chemicals, and any other carcinogenic, ignitable, corrosive, reactive, toxic, or otherwise hazardous substances subject to regulation, control or remediation under applicable environmental laws. For purposes of this Agreement, "Debris" shall be defined as all left -over construction material, scrap, boxes, crates, packing materials, plastic coverings, wood, metal, carpet, flooring steel and other rubbish not incorporated into the Work that is not Waste as defined above. 11.3 Should the Work include "demolition" or "renovation", as those terms are defined in regulations promulgated by the State of Texas, at TAC Title 25, Part I Chapter 295 Subchapter C Section 295.32 et seq., or the U.S. Environmental Protection Agency, at 40 CFR 61.141 et seq., Subcontractor shall be deemed for all purposes the "owner" and "operator" of the site of the Work and shall satisfy all legal obligations, including without limitation, advance notice requirement applicable to such demolition or renovation, and shall demonstrate to Contractor that such obligations have been and will be satisfied. ARTICLE 12 Use of Contractor's Equipment and Materials 12.1 The Subcontractor shall be responsible for unloading and hoisting all its materials, supplies, tools, and equipment to ensure timely completion of the Work, and in such manner as to not impede the Work or progress of any other subcontractor. 12.2 The Subcontractor, its agents, employees, subcontractors, or suppliers shall not use Contractor's equipment without the express written permission from Contractor. If Subcontractor makes use of Contractor's equipment and/or materials, it shall pay for such services, unless otherwise provided in this Subcontract Agreement, and shall indemnify, defend and hold harmless Contractor from any and all damages arising out of Subcontractor's use of Contractor's equipment. ARTICLE 13 Restrictions on Assignments, Supervision and Cooperation with Others 13.1 Subcontractor's responsibilities and obligations under this Subcontract Agreement constitute non - delegable personal services. Subcontractor shall not assign responsibility for performance or sub -subcontract this Agreement or any part thereof without first obtaining written consent of Contractor. Subcontractor shall not assign or attempt to assign any funds accrued or to be accrued under this Agreement without first obtaining Contractor's consent and no such assignment shall be binding on Contractor unless and until accepted in writing by Contractor. Contractor shall not be obligated in any mannerto execute or honor any joint check or factoring agreement, assignment of receivables or other similar agreements entered into between Subcontractor and any third party. Contractor may choose to honor a joint check agreement according to terms established by Contractor. Subcontractor warrants that it has sufficient financial resources to perform its obligations under this Subcontract Agreement and that joint check agreements are not a condition GENERAL PROVISIONS =2025 Page 2 ,24 SUBCONTRACTORS INITIALS 2-1 CONTRACTOR'S INITIALS 13LACKLAND PARTNERS, LLC for Subcontractor to obtain services or materials from its subcontractor, suppliers or materialmen. TO THE FULLEST EXTENT PERMITTED .BY LAW, SUBCONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS CONTRACTOR FROM ANY CLAIM ARISING FROM CONTRACTOR'S ISSUANCE OF JOINT CHECKS TO SUBCONTRACTOR AND ITS SUB -SUBCONTRACTORS, LABORERS AND/OR SUPPLIERS AND HEREBY WAIVES ANY CLAIM ARISING FROM CONTRACTOR'S ISSUANCE OF JOINT CHECKS. ARTICLE 14 Disputes, Arbitration and Litigation 14.1 Disputes. If the Prime Contract provides for specific dispute resolution procedures between the Contractor and its subcontractors related to the performance of the Work, then the dispute resolution provisions of the Prime Contract will apply. Otherwise, should any dispute or controversy arise between Contractor and Subcontractor concerning any matter involving or arising out of the Agreement, the following procedures shall apply: (a) Such dispute or controversy shall be submitted by one Party to the other in writing; (b) The parties, utilizing personnel and representatives authorized to make decisions on their behalf, shall make a good faith attempt to settle such dispute either formally or informally; and (c) If such dispute cannot be settled between the parties, then the written orders or direction of Contractor shall be followed by Subcontractor without waiver of Contractor or Subcontractor's claims, disputes, or demands arising from the Contractor's issuance of such orders or the Subcontractor's adherence to the same. Subcontractor shall continue to perform its obligations pursuant to this Agreement during the pendency of any dispute arising between the Contractor and Subcontractor unless it is otherwise expressly permitted to suspend its performance in accordance with this Agreement or by Applicable Law. 14.2 Arbitration. Unless otherwise required by the Prime Contract, any disputes or controversies not resolved or settled by the Parties shall be submitted to arbitration for a final and binding determination. Unless otherwise agreed to by the Parties, Arbitration shall be conducted in accordance with the Construction Industry Dispute Rules and Mediation Procedures established by the American Arbitration Association in effect as the date of the filing and judgment upon the award by the Arbitrator(s) may be entered by any court having jurisdiction. Unless a specific local is established by the Prime Contract, the locale of any arbitration shall be Dallas County, Texas unless Contractor agrees otherwise. 14.2.1 Consolidation or Joinder. Subject to applicable arbitration rules, either Party may consolidate an arbitration conducted under this Agreement with any other arbitration to which it is a Party provided that (1) the arbitration agreement governing the other arbitration permits consolidation, (2) the arbitrations to be consolidated substantially involve related questions of law or fact, and (3) the arbitrations employ reasonably similar procedural rules and methods for selecting arbitrator(s). Either Party may include by joinder persons or entities substantially involved in a common question of law or fact and whose presence is required if complete relief is to be accorded in arbitration, provided that the Party sought to be joined consents in writing to such joinder. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent. 14.2.2 If, for any reason, it is determined that the dispute is not subject to arbitration, unless a specific locale is established by the Prime Contract, the venue of any such litigation shall be any court of competent jurisdiction in Dallas County, Texas. In the event any dispute is required to be resolved through litigation, DUE TO THE SPECIALIZED NATURE OF CONSTRUCTION LITIGATION, EACH PARTY HEREBY WAIVES ITS RIGHT TO A TRIAL BY JURY. The law applicable to any arbitration or litigation concerning or relating to this Agreement shall be the laws of the State of Texas. Disputes involving the Owner shall be resolved in accordance with the dispute resolution procedures set forth in the Prime Contract. In the event there is a prior pending dispute between Contractor and Owner or a should any dispute arises between them, then Contractor and Subcontractor agree to voluntarily abate any claims, arbitration proceedings, or litigation until Contractor's dispute with Owner is resolved. If such claim or dispute concerns or touches on the performance of the Subcontractor, Contractor may join the Subcontractor in any such proceeding. 14.3 Attorney Fees and Legal Expenses. The Prevailing Party, as defined herein, in any claim or dispute arising out of or related to this Agreement shall be entitled to recover as part of any award for damages its reasonable attorneys' fees, expert witness fees, and other expenses reasonably incurred in preparation for or during mediation, arbitration or litigation and any confirmation proceeding or appeal, in addition to such other relief to which the Prevailing Party is entitled. The "Prevailing Party" shall mean the Party receiving affirmative relief in such form or amount that is substantially similar to the recovery or award sought in any final and binding dispute resolution proceeding as may be determined by the final finder of fact. In the event there is not a Prevailing Party, as detennined by the final finder of fact, then each Party shall be responsible for their own legal expenses. 14.4 Any arbitration demand or lawsuit regarding any dispute arising from or in any way connected with this Agreement or the Work hereunder, shall be filed with the American Arbitration Association or, if applicable, in the appropriate court of law no later than the expiration of two (2) years and one (1) day from the date of the event giving rise to the claim. If the contractual limitations period set forth herein is held to violate Section 16.070 of the Texas Civil GENERAL PROVISIONS — 2025 Page 2 SUBCONTRACTOR'S INITIALS 21 CONTRACTOR'S INITIALS BLACKLANO PARTNERS, LLC Practice and Remedies Code or other Applicable Laws, then this provision shall be reformed to the shortest possible statute of limitations and/or repose. 14.5 Subcontractor shall include the requirements of this Article 14 in all sub -subcontracts it may enter into for any portion of the Work. ARTICLE 15 Miscellaneous Provisions 15.1 Captions. Captions or paragraph headings included in this Subcontract Agreement are for reference purposes only and shall not modify or limit the statements contained herein. 15.2 Interpretations. All words in this Subcontract Agreement shall be deemed to include any number or gender as the context or sense of this Subcontract Agreement requires. The Parties agree that this Subcontract Agreement shall, in the event of any dispute over its meaning or application, be interpreted fairly and reasonably. 15.3 Notice. All notices required under this Subcontract Agreement shall be sent via certified mail return receipt requested to the address set forth in the Agreement, via facsimile number listed on the Agreement, via hand delivery to the office set forth in the Agreement, or via email to the address set forth in the Agreement. Notwithstanding anything herein to the contrary, email notifications shall be sufficient for any notices required under the Contract Documents regarding notice of Subcontractor's defaults and deficiencies under the terns of this Agreement. Subcontractor and all of its subcontractors, laborers, vendors and suppliers agree to maintain a fully valid and operational email address at all times during the performance of the Work. Verbal notification to Contractor by Subcontractor will not satisfy the notice requirements herein. To the extent that any notice provision of this Agreement violates Applicable Law in that it is too strict or restrictive, the provision shall be automatically modified to the minimum extent necessary to meet the standards mandated by Applicable Law and shall not be void. 15.4 Severabiiity. In the event one or more of the provisions of this Agreement or any application thereof shall be invalid, unenforceable, or illegal, including, but not limited to, any attempted waiver of Chapter 56 of the Texas Business and Commerce Code or application of any indemnification obligation pursuant to Chapter 151 of the Texas Insurance Code, the validity, enforceability and legality of the remaining provisions and any other application thereof shall not in any way be impaired thereby. 15.5 Entire Agreement and Amendmen#. This Agreement contains and includes the entire understanding of the parties. Any oral agreements, prior proposals, understandings, and correspondence are hereby superseded by this Agreement. In addition, Subcontractor waives any claim for fraudulent inducement with respect to this Agreement. This Agreement may be amended only by an instrument in writing signed by the Parties hereto. 15.6 Labor Disputes. Contractor has no control nor seeks any control over the labor relations policy of Subcontractor. Subcontractor agrees that, in the event that any labor dispute or strike impacts the performance of the Work, its employees will either cross any established picket lines or enter the job site through a different entrance. In the event that such labor dispute directly involves Subcontractor's personnel, Subcontractor shall establish a separate entrance to the job site as directed by Contractor. Failure of Subcontractor to man the job with a sufficient number of skilled workmen during a labor dispute shall not be a defense to Contractor's remedies under this Agreement. Subcontractor agrees that Contractor may take all remedies provided in the Agreement including, but not limited to, Article 7 or Article 10 should Subcontractor delay the job as the result of a labor dispute of any nature. 15.7 Independent Contractor. Subcontractor shall be an independent contractor under this Agreement and shall assume all of the rights, obligations and liabilities applicable to it as such independent contractor hereunder and any provision in the Agreement which may appear to give Contractor the right to direct Subcontractor as to the details of doing the work or as to the exercise of a measure of control over the Work shall be deemed to mean that Subcontractor shall follow the desires of Contractor in the results only. 15.8 Privity . To the fullest extent permitted by law, until Subcontractor's obligations underthis Agreement are completely fulfilled, Subcontractor agrees not to perform any Work directly for Owner or any of its tenants or deal directly with the Owner's representative in connection with the Project, unless otherwise approved in writing by Contractor. All Work for this Project performed by Subcontractor shall be processed and handled exclusively by and through Contractor. 15.9 Smokin . Subcontractor shall ensure that Subcontractor and all of its subcontractors, laborers, suppliers, vendors and employees are at all times in compliance with Owner's and/or Contractor's no smoking policy on the Project. If any person is found in violation of this policy, they will be subject to disciplinary actions. 15.10 Confidentiality. Subcontractor acknowledges that certain of the Contractor's valuable, confidential and proprietary information, including information regarding clients of Contractor, may come into Subcontractor's possession. Accordingly, Subcontractor agrees to hold all information it obtains from or about Contractor in strictest confidence, not to contact clients of Contractor for the duration of the performance of the Work, not to use such information other than for the performance of the Work, and to cause any of its employees, subcontractors, suppliers, vendors or laborers to whom such information is transmitted to be bound to the same obligation of confidentiality to which Subcontractor is bound. Subcontractor shall not communicate Contractor's information in any form to any third party without Contractor's prior written consent. In the event of any violation of this provision, Contractor shall be entitled to preliminary and permanent injunctive relief as well as an equitable accounting of all profits or benefits arising out of GENERAL PROVISIONS — 2025 Page 23 4 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S I1\1ITtAL9 BLACKLAND PARTNERS, LLC such violation, which remedy shall be in addition to any other rights or remedies to which Contractor may be entitled. Further, Contractor shall be bound to the Owner to preserve Owner's confidential information as the Contractor is bound to the Owner as provided in the Prime Contract. 15.11 Request for Documents. If 'Subcontractor is presented with a request for documents by any entity, governmental or administrative agency or with a subpoena duces tecum regarding any records, data or documents which may be in Subcontractor's possession by reason of this Agreement, Subcontractor shall immediately give written notice of same to Contractor so that Contractor will have the opportunity to contest such process by any means available to it before the records or documents are submitted to a court or other third party. Subcontractor shall not be obligated to withhold the delivery of such documents beyond the time ordered by the court or governmental or administrative agency, unless the subpoena or request is quashed or the time to produce is otherwise extended. 15.12 No general or limited partner, manager, member, officer, director, employee or shareholder of Contractor shall be personally liable for the performance of Contractor's obligations under this Agreement. The liability of Contractor for Contractor's obligations under this Agreement shall be limited to the amount of the Subcontract Sum, and Subcontractor shall not look to any of Contractor's other assets for enforcement or satisfaction of any such obligation, nor shall Subcontractor seek recourse for such enforcement or satisfaction against any general or limited partner, manager, member, officer, direction, employee or shareholder of Contractor. 15.13 Supervision of Work. Subcontractor shall be solely responsible for, and have control over all portions of the Work in accordance with this Agreement. Should it be necessary in Contractor's reasonable opinion, for Contractor to use its own supervisors to manage Subcontractor's laborers, suppliers, subcontractors, vendors or employees on the site, Subcontractor will be charged each day that such supervision is made necessary. Agreed and Accented: VENUS CONSTRUCTION COMPANY By: 044— Subcontractor Signature Josh McAda Title: Vice President Date: 10/21 /2025 ALACKLANQ..m',ARTNERS, LLC By; N 161v --_ Contract ignature Chase Beauregard Vice President Date: GENERAL PROVISIONS — 2025 SUBCONTRACTOR'S INITIALS -IM BLACKLAND PARTNERS, LLC Page 2%V CONTRACTORS INITIAL$ �{�1'�' EXHIBIT A SCOPE OF WORK The following is not intended to be a complete list of work items covered by this subcontract. This scope list is included for use by the by the Subcontractor, at the discretion of the Subcontractor as a check list of the major components of the work. Refer to the contract documents which describe and detail the complete scope of work. This Exhibit A shall not relieve the Subcontractor from complying with other segments of the Prime Contract, Subcontract Agreement, Contract Documents, AHJ (authorities having jurisdiction), and city building codes. Should this scope of work conflict with other aspects of the Prime Contract, Subcontract Agreement, Exhibit A, Contract Documents, building codes, AHJ, or city requirements, the more stria ent requirement shall prevail. PROCORE. After access is granted by the Contractor, the Subcontractor shall use ProCore® for 1' access to Project documents, such as plans, RFIs, submittals, revisions, etc. TEXTURA. Subcontractor acknowledges that this project uses Textura for all billing related to 2. the job and agrees to complete and comply with all related requirements. All fees, if any, for Subcontractor's use ofTextura have been included in the Subcontract Sum. BONDS. The Subcontractor has included all scope related required maintenance bonds to the 3' City of Fort Worth, or other AHJ, as required. This Su�ci ntractor shall,orovide supervision, labor, materrals, equrprr eat, ho sting devlces, scaf aiding, licenses, offslte perking, trgnsporrratlon permrts ;equrred forSubcontrPctor to perform their Work, tuxes, bonds, insurances fees, aclnrinistrt(on and Incir9entalto pravld6, or c®nstructian, rnstIlatlorr and completion of complete Uiiet Utility scope forthe en ire;;,Project, lneludrng but not limited to all t66f0'rlals labor end egUlpmenf fior a completenturnkey Wet U IIIty package, .% Includrng Il materral and labor required, J.hfis in accordance MNI h the plans, Conti act Documents AI IJ (authoritres havrng J urisdretlon) and":as applrcable pproved:subriiittaisJshop drawings In addition, Subcontractor's Work shall ndud� but rs; noth`e followin s eciflc sc© a inclusions In accordance with the Contract Documents, plans and AHJ, Subcontractor shall provide labor, 4. supervision, administration, materials, equipment, hoisting, etc. for a complete turn -key Wet Utility scope, including but not limited to the following: S. Includes all costs for mobilization to the site, including all necessary equipment, materials, labor, etc. Subcontractor to provide material submittals, samples, design, engineering and stamped shop drawings for this scope of work as necessary. The work is to be completed under the seal and supervision of a Texas registered professional engineer where required. Subcontractor to get 6. all submittals, samples and shop drawing to the Contractor in a 2-week timeframe once the contract is released by Contractor. If submittals, samples or shop drawings will take longer than 2-weeks the Subcontractor must immediately notify the Contractor to make sure it doesn't affect the overall schedule. All work to conform to all necessary codes and City of Fort Worth requirements. This includes �' any and all City Amendments. 8 Subcontractor to be responsible for all scope related and required permits, fees and inspections. Subcontractor to validate on GC's building permit. Subcontractor acknowledges the plans, specifications, Geotechnical Report regarding re- 9. moisture conditioning and will perform earthwork as indicated in the report and in compliance with the contract documents. Any import select -fill material will be tested and approved by the project testing lab for 10conformance with the Geotechnical Report prior to the commencement of work. Imported soils must also meet environmental requirements as clean fill for the site specifications and requirements. 11. All cuts and fills to be staked and graded to +/-.10' net tolerance of design grades. Subcontractor to provide surveying for all of their work activities. Contractor to bring control and benchmarks to the site for Subcontractor to pull from. Subcontractor to survey the site 12. and confirm the accuracy of the existing topography documentation. Subcontractor is to In email verify, before any grading work is done, that the grades represented in plans fairly represent those SUBCONTRACT AGREEMENT — 2025 EXHIBIT A —SCOPE OF WORK Page 1 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, l_LC in field and Subcontractor accepts the site "as is" with no request for change. Subcontractor to compact their work and activities as required per the contract documents. Subcontractor to coordinate with Contractor and testing agencies as required to verify. 13. 14. Subcontractor shall be responsible for backfilling all trenches (in dirt or streets). As required, street will be demo (concrete, asphalt etc.) by this Subcontractor as well including haul off. Subcontractor to include all traffic control, asphalt/concrete cutting and repairs, replacement 15. of asphalt/concrete per plans and specifications and city standards. Subcontractor has also included all required permits, fees, and inspections required to perform work. Subcontractor is responsible for site drainage during construction in relation to their scope of 16• work. Subcontractor is to ensure that there are no blockages, berms, dirt piles, etc. generated during the entire course of the Subcontractor's scope of work. Subcontractor shall provide dust control while on site. All adjacent streets and property shall 17. be kept clean of scope related dirt and debris. Subcontractor includes street sweeping as required for their scope of work. 18 Subcontractor includes inlet protection through substantial completion of Subcontractor's scope of work. 19, 1 main mobilization and 1 punch mobilization is included. 20. Site Utilities: 21 Site Utilities shall include public and private: • Express CFA Water Meter Piping - Furnish and install all piping required for site utility systems. This is to include but not limited to: • Subcontractor to mark ends of sewer and water lines with 2x4 wood stakes 2-3 ft. above grade for visibility. • Staking and layout is included. • Include water meters, piping and vault as noted in the Express CFA water meter — water improvements. • All connections along w connection to existing public or private utilities. 22 • Any/all testing as required by City/entity having jurisdiction • Tapping sleeve and valve (TS&V) connection to existing public or private utilities. • Pressure testing of piping prior to cover up. • Flush and clean pipe system upon completion. • Sanitize domestic water system. • SWPP for all new installed inlets. Subcontractor to provide maintenance while onsite. • Camera/video/TV inspections per City/entity having jurisdiction: • Trench safety • 23 All public and private utility items shall meet and be up to standard of all City of Fort Worth drainage and utility details. Subcontractor is responsible for obtaining the location of existing utility lines and boxes prior to 24. commencing work. Subcontractor to make all connections to existing public and/or private utilities as needed. 25 Provide excavation, specified backfiil, bedding, embedment, compaction for all underground installations related to the Work. 26. Excavations shall be stored in accordance with Trench Safety Plan prepared by Subcontractor. 27 Responsible for the cutting back of all slopes in accordance with current OSHA requirements and in compliance with the recommendations of the geo-technical report. 28 Shoring required to complete the work covered under this Subcontract will be designed and sealed by a professional engineer. 29 Subcontractor will assume full responsibility for locating and protecting all located utilities in their work areas. 30. Concrete collars & thrust blocks related to the Work are included. Stock piling of all spoils generated from this Subcontractor's Scope of Work. Subcontractor will 31. stockpile onsite spoils in neat piles, as directed by Contractor's Superintendent. Contract includes haul off of all scope related spoils. SUBCONTRACT AGREEMENT — 2025 EXHIBITA —SCOPE OF WORK Page2�,p#,49 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC 32 Removal and/or relocation of existing utilities per the construction documents. Cutting and cappingof existing utilities per plans. Subcontractor includes haul off. 33. All testing, inspections and certifications as required by the local governing authority. 34, Any dewatering required related to the Subcontractor's Work within reason. Installation and maintenance (while onsite) of temporary SWPP controls for all provided drains, 35. inlets and basins per the erosion control plan. Subcontractor will relocate and replace temporary fencing and barricades, provided by the Contractor, necessary to complete the work covered under this subcontract. Subcontractor to 36. coordinate temporary relocation with Contractor's Superintendent prior to temporary relocation. All items relocated must be replaced at the end of the workday or as agreed with the Contractor. At no point are the site perimeter fences/barricades to be left down or open. It is this Subcontractor's responsibility to review the flow lines and invertsfor sanitary sewer and 37 storm water connection from the building prior to the start of installation. If conflicts are found the Contractor shall be notified within 24 hours. Failure to verify the flow lines will result in cost of remedial work to be the responsibility of this Subcontractor. Provide appropriate caution of adjacent structures, structures to remain, and trees to remain 38 on site on site for the duration of the work covered under this Subcontract. 39. Provide temporary power as required for completing the scope of work. Provide temporary water, water meter and water usage charges required to complete the scope �' of work. While Subcontractor is onsite, they will ensure there are no blockages in any of their scope 41. related lines. They will also ensure that, when all lines are backfilled and compacted within .10" of final ade, that all areas are graded to allow for proper drainage. Subcontractor will provide a clean product upon completion of installation up to final inspections 42 by City of Fart Worth. Subcontractor to obtain all required inspections for scope related items. Subcontractor to co- 43. ordinate and inform Contractor's Superintendent of all scope related inspections. All sanitary sewer laterals to extend to within S' of buildings and at a depth and location 44. coordinated with Plumbing Subcontractor and Contractor's Superintendent. Extend/Adjust all scope related manholes, boxes, vaults, covers, valves, fire hydrant assemblies, 45. cleanouts etc. to proposed finish grades. This is to be coordinated with Contractor's Superintendent and Paving Subcontractor as needed. Upon completion, a set of accurate and legible reproducible "as -built" drawings must be 46. provided to the engineer of record and Contractor. Maintain an up-to-date set of reproducible "as -built" drawings through the completion of work. Stockpile utility spoils at jobsite on a daily basis. Do not allow spoils to accumulate and 47. interfere with new construction. It is the Subcontractor's responsibility to separate the rock/soil/trash. Subcontractor has included all scope related haul -off. 48. Subcontractor shall be present during final utility inspection by the city or governing authority. Subcontractor shall TV inspect all public and private storm/sanitary lines as required by City of 49 Fort Worth. 50. Subcontractor agrees to register with city in order to work in right of way as needed. Subcontractor to provide, install and make all connections for new fire hydrants and fire hydrant 51 lines per plans. Fire hydrants to be painted per City requirements and specifications. Subcontractor to install meters, irrigation meter box and meter vaults as shown in the contract 52. documents. Meter vaults are to be submitted to and approved by City of Fort Worth inspector rior to orderin . All public utility manhole lids shall have the City logo stamped on them. No private utility 53. manhole lids will have the City logo stamped on them. Subcontractor shall, while on site, construct approved silt barriers at all drop inlets, manholes, 54. headwalls, etc. to prevent silt from entering these structures. If structures are contaminated with silt, debris, etc., it shall be this subcontractor's responsibility to clean out the structures and make repairs to silt barriers during performance of scope related work. SUBCONTRACT AGREEMENT — 2025 EXHIBITA — SCOPE OF WORK Page27 o SUBCONTRACTOR'S INITIALS, Lm. CONTRACTOR'S IN!"ClAL. BLACKLAND PARTNERS, 55. Subcontractor shall provide erosion control measures at all inlets and catch basins per plans and specifications once installed. 56 Extend all manholes, boxes, vaults, covers, etc. to proposed finish grades. This to be coordinated with Contractor's Superintendent. 57. Subcontractor to include Fire Line and Plumbing permit. Subcontractor will run lateral lines to downspout locations and stub up. Boot connection to 58 downspouts to be provided by others. Subcontractor to coordinate with Contractor's field team and roof drain provider as needed to ensure the correct locations are stubbed up. See exhibit I for detail on locations. 59. Subcontractor agrees to register with city in order to work in right of way. (CFA Paperwork). 60. Subcontractor to install and abide by TxDot standards as required. Contract Items: - Base Contract Total - $37,989.47 - Express CFA Water Meter— Venus Contract #2502.4 - $37,989.47 Total Contract Price: $37,989.47 SUBCONTRACT AGREEMENT —2026 EXHIBIT A —SCOPE OF WORK Page 28 0 SUBCONTRACTOR'S INITIALS CONTRACTOR'S INITIAL BLACKLAND PARTNERS, EXHIBIT B PLANS AND SPECIFICATIONS Pages to follow SUBCONTRACT AGREEMENT - 2025 EXHIBIT B - PLANS AND SPECIFICATIONS Page-qIf 1 SUBCONTRACTOR'S INITIALS Jh9 CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC z c ro a H a C O t0 Z N O Li N In N n 00 Ln N O N n co 41 O 44 u L H C O U L O U. V) IA ICE 1A N V1 In Ln n to VI VI VI VI m m V1 1If Ifl V1 N N 0 N 0 N 0 N 0 N o N b N o N 0 N 0 N 0 N 0 N o N a N o N 0 N o N a N o N a N N N N N N N N N N N N N N N N N N N N N n h N h n n h n h N n n n n ri h n � n ri rD BO m i1D Oo m m ® m m m m ♦b O 111 OD m m m 2 Ut N IA to iA w W a N o V! -mw VI UI d VI m VI v VI d V) a VI v VI m VI m VS d ut v to c c c c c c c c c c c c c c c c c c c c 0 V 0 TI 0 V 0 V 0 V 0 U 0 U 0 V 0 V 0 V 2 V 0 U 0 4 0 V 0 `u o u D u D U D U o V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C c C c c C C c a c �2.e c c C N C a C G c c G r o N C N C VI C i2� VI C N C C c C c a C O U N O= w n O U V1 O N V- 1� O U IA LL N n O U V1 O LL N O V VS O 0. N O U N IO N P o O U N O N LL n O U VI O N LL n O U V1 o N O U ul O N O U N O= D U N O D U N O U Y1 O U 11} O U til O U Ii O U IA O U V1 O U ao m NO ao Nm NO ao 7m N In O as YI m In0 ao =m N y0 ao 7m N a0 ao am N w O oo Dm N yI0 mo 7m N NO ao 7a, Vf VIO ao 7m N In O ao 7m N N O r,o O W N 4O ao 7m VS IRO ao 7m N w O ao J W VI y1 O ao 7,A YI L. ao .m N L. ao ❑m VI In O a O N yI N M VI N h o In VI A In IA In n N N V1 In V) Ln n N O m N O c N O m N O e N O m N O a N O m N O a N O m N O c N o m N O a N O m N O e N O m N O e fV O m N O e N O m N O a m oI m rn m o+ m m m a` m m 'm m m m` m `m m o+ 0 0 0 0 0 0 0 0 0 0 0 0 o a a o o o o 0 Ln n n Ln Ln VI V1 o Vf m to uy 0 V1 Ln to Vf N m Vl N 0 N 0 N o N a N o N 0 N 0 N 0 N 0 N 0 N 0 N N N N N N N N o N a C i C C C C C C C C C C N N N � N N N N N N N N N 1 N O n O N O h O N O n O h O h O h O h O N O h O N O N O h O ;z O n a n O n O h O m m w m` to m m m m m m` m m m w a`o m m m m O O O O O O O O O O O O O O b O O O O O N m N M N m N m N m N m N m N m N m N m N VI Ln Lm Q Q d > O V > O V ❑ W 0 w Q ❑ m 0 � t3 O cuj a Ln Ln ❑ uj LD 1�, LD m 0 S inJ 0 J g rn V1 � g w a ❑ ¢ Z g w w ❑ 4 2 4 V O a O a g 2 U Z 2 � m != S a H Z 4 W O a O < g Z U l9 VI F= m ¢ H N o > w z 3 x 1A a 4 £ VI a'' w z 3 x N ~2 4 i to 2 l�7 4a Q L7 o g 0 `Sa ¢ l7 ,n z c In g (D 6a ¢ L9 m zLn a J o g l�7 aq 4 l7 vi iu w z a uj a O w O ° Q6 U n uj z a J 0 a O m O a a U z Z O w 5 2 o a m J x IA r z O w 5 aY 0 a O a J x n r ❑ mLn Ln wLu U 6 ❑ m 0 U Q N N m m V' a o VI IO w h N w W m m 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 o a o 0 a a a a a a a a a a ¢ a a a a a a a a s r 0 uC G CL m n9 N ro Ln N O N +J O y� } C O L C a T N N O N N O N N O N N O N N O IA N O IA N O N N O N N O N N O IA N O In N O N N O IA N O N N O IA N O m N b N N Q N N b N N a IA N O N N O N h m N h m N M1 m N M1 m N M1 m N M1 m N h m N M1 m N M1 m N M1 co N n m N M1 m N M1 m N h m N M1 O N M1 m N h m N 1% m N M1 m IY 11 m N P; m N n m N n C VI n C n III C N iA C VI A C 01 N C IA n C W IJI C IA n C n fA C N VI G A VI C In n C N N C m A C m VI C n N G N N C m h C i N C N I/i C al IA C 0 V 0 V 0 U 0 V 0 -uV 0 0 V 0 V 0 u 0 V 0 u 0 4 a V 0 V 0 V 0 u 0 u 0 y 0 u 2 u 0 0 U 2 2 2 2 2 2 2 2 2 y 2 2 2 2 2 2 2 2 2 2 2 2 2 ~/1 V1 C 0 U ilt VI C 0 V Y1 N G 0 V Ifl v1 G 0 u to N C 0 U N ill G 0 U N G 0 U u C 0 U ul C 0 u G c 0 U h C 2 0 U N fn C 0 U V1 in C 0 u N N C 0 U to a G 0 U ul r G 0 V ti) r C 0 V to c C 0 u N C c 0 u to C 0 U VI C 0 U N C 0 V 1f1 N P ON LL n ON W ;zLL ON t� ON W 1+ ON �- W ON LL n ON W i` ON W n ON ON LL 0= pN �- ;,:zL- ON 1� ON W !� ON �- n 0 �- n ON W r ON w h 0 ti M1 �- M1 0` w M1 ON W r O O 0! O toW h C1 0 � h w O '� h ql O 7 CO h tU a ' m h N O ' m h GI O y m N O ' m y 0 0 h 01 O ' m y U' o ' M- y N O ' m y N O ' m y w o ' m y v O ' W h N o ' W h w 0 ' m y w 0 ' W y w O h m C O C w h d O y W a O 7 m y N N o Q M to N O c C N N O m IA N O c O iA N d m N N 6 N C N N o c m N N O N 0 N N O Q m N N O a N N O m VI N eon t N IV r0V m N N !0 et V1 N 0 m IA N O aY N N O M IA N O Q +n N O M N N O C N N O M N N r0 a r-1 O O C1 O M m O O 01 O r-1 m O 0 OI O .-1 Q d 01 O rl m O O OI O r1 m O O OI O r-1 m b O m O ri m b O O O ri m O b M O .-I m O O 01 O rl m p O 01 O Ln N O O m~ O IA N O O OD O N N O O w O Ln N O O co O N N O O W O N N O O cc O N N O O a O N N O O 00 O N N O O W p N N O O N~ O N N O N O m O N N O ` O O' O N N O N� p w b N N O ` O `m 0 Ln N O N� Q ;0 O u1 N O N O P] O N N O N O w O N N p N O w O N N O N O m O N N O N O ® O N N O N O m` O N N O N O w O N In N m N 11 N m rl N rl N N m N m N M N m N M a a to 0 to 0 N 0 to 0 M 0 to 0 N 0 N 0 N 0 to a PR N J J J J J J J 0 o W a W v W 0 W 0 W 0 -W 0 W CC 0 W CC 0 W 0 W 0 l9 z 0 LD Z IA a: r Z M� H z a: H 2 at w z a: Wr Z & H z d H 2 = w Z rr w 2 0: F 2 N O O a a a a a d a a a a z z z z z z z z z z m com m m m m m m m m m z 7 z 7 z 7 z O Z 7 z !z z Z z 7 N N W N N W N N W N to W S/I to W m N W m IA W m IA W m N W y 1A W m N W UK N W J a U J d U �J( V aJa U aJa U .J4Q U QJ V QJQ U QJQ U J U V V V V U U V V u u u U n. a a a a a` a a. a IL 4 d d d a a a d d d a a r- O a b a N a .K a N a N a m a m a V a V a N a N a .I a .i a N ¢ N b a m Q a m O a C O a K O a N O a N Q a C X E a Q. w c M C O ry fn }r z N N l0i Ln in N N N � .fl u O a C O '0 c rZ Z- m N 0 u7 N o N N o u1 N o N N C m N o to N o to N o In N o ui N o m N 0 m N o In N o m N o to N o N N 0 N N o m N o to N 0 to N o to N a N N a cn N a N h ro ej N N r ao a to N n 0o v Ln N co v In N h m v 6 N r co m to N n to a to N ri w m 0 N rm a N N r co a N N r: 0o Ln N r co w rn N r� oo y Ln N rlt 06 v N N rl of v w N rl� oa a Ln N n m v W N r of v 1A N m a rn N r m m V1 N w w w N w a to N w w m C 0 u C 0 u C 0 V C 0 u C 0 u C •0 u C 0 w C 0 V C 0 V C 0 u C .2 tJ C .2 lJ C 0 U C 0 V C o u C a u C o u C 0 4 C 0 V C 0 tJ C 0 u C _o t C o_ t 2 u 2 u 2 2 2 2 2 2 2 2 2 u 2 2 2 2 2 2 2 2 2 2 2 2 G o u J� G 0 u 4A N C o u N N C 0 u w G o u N VI G 0 u tl'1 VI G o u YI G o u ul o G o u l+1 VI C o u u1 C 0 u u1 N C o u w C o u y w C 0 u N N C o u u'1 w G o v ul N G 0 u u'1 V1 C o u ul lull G o u u1 VI C 0 u u1 C 0 u ui N C 0 v V4 y G 0 u LL j� LL� w n w h LL^ N LL� LL h LL^ N LL� ON LL� ON LL^ 4N LL h` OS` tL h OC LL n O N N. n o� w n O N LL^ ON LL n LL o� h C On LL iL a o_ z w o J w w o_ 7 W w o 7 Wy� w o 7 w o 7 w o 7 w o 7 m w o 7 m w o J m w o J m we 7 w b 7 W we 7 W w o 7 w o J co we m w o s m w o w e J W w o 7 W w o 7 W w 7 y@ y 0 y y D y y 0 y y 0 y 0 y 0 y O y H O y y 0 y y 0 y y 0 ym y 0 y y 0 y y 0 ym y 0 y y 0 y N O y y 0 yw y 0 y y 0 y y 0 y y 0 y y u1 N o C- m LA N o a to N o N 'n u1 N O C a Ln N b C m Vf N O C v to N O m u5 N O C a to N O C m to N O N o to N o N i u9 N O C v N N O C m N N o C v N N O N :n itf N o N a uY N b N m` ul N o C v to N o C m to N o N o to N O Q in to N O C a to N O Q m 0 0 0 0 o a o 0 0 o a o 0 o a o o a b o 0 0 0 to N O C h O ;5 O to N O C h O Qi o m N O C h O r✓0 o to N O N I� O W o to N O C h O ;5 O to N O C h O co O to N O C h O ;6 O u1 N O C h O N~ O N N O N rl O 90 o N O C rl O 00 O to N O N rl O 00 O N N O C h O W o N N O C h O b0 O to N o C h O ;5 O to N O C rl O OC O to N o C h O 00 O N N 0 N 1 O a0 O n N O C h O a7 O o N O C O 00 O IA N o N O W a u'1 N 6 N O m o ut N O N a m O N N O N O co O N m N m N m N m N m N m N m N m N m N m N m N a a a a N z 0 0 z 0 N z 0 to z 0 N z 0 to z 0 in z 0 IA z 0 to z 0 in z a K z o M z ay N z a to z o > > > > > � LL J w w J w J W J w �, J w �, J w J W J W J W J W W J w J w J W 0 0 z z a z z z 3 z cc a w o z o_ oc o cc o O a o w 0 z o ac a a a x a a: O � a z o z o m a a D. hw d o: rWrwIL, cr a: af at w wwwwww � � � � � F F<Q O O O O OO O O JZZ aa: -ar Z z z z z � LL LL LL LL LL w N rl N N m m m m .-� •4 N N N N 0 0 a z o N 0 cc o cc a 0 z aJ z z g z z z z aJ z z z J z z z g z w ', w M W w w W W W z > z > z > z 7 z O z O z O z O z 7 z O z O z > z > z > F- v v v v a v v Q v J J J J QJ QJ J QJ J J QJ J J J N oo N N N N N N N N v o 0 0 ii a c� ti m m m m m W m m m to b N a ID b N a h O N a h O N a 0o O N 4 w O N a of a N a O a N a O '! N a O r/ N a r1 '! N a H rl N a N rr N a N H N a o N N a o N N a H N N a H N N a N N N a N N N a m N N a m N N a C N N s p u IA m u x E W H ❑. LA L M 0 O (Y w z 16 N LOLL N N 4 N au a u u Q ?m 7 C C L u o` omw ow T N N a N N N o N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N lfl N 0 N N N 0 N in N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N N N 0 N m m N C m m N C Oo w N C m w V1 C m m N C eq a N C m w N C tp v N C W a N C W ww N C m m N C OV w N C m a N C m a N C CO d N C tc d N C of m N C a0 w N C ql a N C m a N C ui d N C m v N C O U 2 D w 2 u O U 2 aO U 2 O U 2 �O_r V 2 O U 2 O V 2 O V 2 D w 2 yO_ U 2 �D_r U 2 O U 2 O V 2 YI O V 2 O V 2 O V 2 O V 2 O V 2 d_ 2 O V 2 O U 2 N N C O N C O U] N C O N Y! G O N YI C N VI C O N VI C O N N C P N VI C Q N N C O u N N C O u Iff N G 4 u N N C 4 u N C � N O N C O u N O 1A C P u N O^ VI C O u N O^ 1� G 4 u N O^ N C O u N O^ N C O u N O N C 6 u N C C O_ u N Q n o Gyw LL n a O LL n ao 7 LL n wo 7 LL h wo 7 LL n wo 7 W LL n wa w l+- n w� W LL n wtl LL n wo W LL h wo LL� wo LL wo LL wo LL A wa LL n wtl LL wa LL wo W` LL wtl� W LL 1 wo W LL n w0 LL wo l0 wo y O yw y 0 yw y0 yw` y 0 y y0 yw ytl y y O y`W N O _O yw yO yw y 0 yw y0 yop vl0 yw yO y0 yW vlo y T O y T O y y 0 yw y0 yW y 0 yW yO N N o C v N N tl C m N N O C a N N O C m Ill N o C a N N tl C m N N O C c N N O C m N N O C c N N O C m N N o C v N N 0 C m N N o C v N N tl C m N N o Q v"� N N O C m N N 0 C a N N o C m N N O ^ c N N O C m N N O C v N N O C m O 3+ 0 nl w 0 0 al 0 rl w 0 O m 0 eel w o O rn O N w 0 0 m m w 0 0 al 0 M w 0 O m 0 rl w 0 0 al 0 rl w 0 0 rn 0 rl w 0 O tl ri b O O rl O N N D C 0 co 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O C 0 w 0 N N O N 0 0 N N O N 0 0 N N O C 0 0 M N m N m N M N m N In N m N m N M N m N m N J w w w J g 0 M. 0 0 0 iL z z z z z z z z z z z z 0 LL z Q ❑ z Q O z Q ❑ z Q ❑ O O O O O O O O O O J O O J O O O O J c O O J Ir O O J z O O J z O O J z g a z g a z g a z a z ❑ O O IY O 7 O 7 O O J N VI J LL J LL J LL Ci LL ❑ z LL ❑ z LL ❑ 2 LL D z LL ❑ cc LL ❑ cc LL ❑ a LL ❑ cc LL O 0 O LL O O 0 LL O O If. O 0 ly ti _ w w w w w w w w w N w N w N w N w m w m w m w m w w w C w a w a ry nl al m m m m m m vi N l7 ❑ J m 0 ❑ J m 0 ❑ J m !7 ❑ J m 0 O J m C7 O J m 0 ❑ J u ❑ J LD O J mM 0 O J 0 fa J 0 J 0 O J m L9 O J u O J u O J 0 ❑ J m 0 ❑ J m t7 ❑ J 0 ❑ J m 0 ❑ J N 0 ❑ J m mW w w 6] W m m m m m m � m m m m m m m m V N a N N a N N N to N N ID N a n N a n N a W N a co N N Ol N N C1 N N 0 m N O m a 't m N .y m N N m N N m N m m a m m a V m a C m ¢ N m a to to V1 N N N of M m V, IA to to n Vt N N m N LA N Ln Ln N O N O N O N O N O N O N O N O N O N O N O N b N 6 N O N O N O N O N O N O ry O N O N O N O N N N N N N N ry N N N N N N N N N N N N N N N w m w w m w w m cp W w tp w 0p co oo oo 07 co w ej W oC w w w w w w w w w w w w m w w a w w w m w w w to to N V1 V1 Vi to N to Vt IA to to to to VI VI IR N to to to VI c 0 C 0 C c a c a c 0 c a C o c o c 0 c c a c a_ c o c o c a c o c 0 c 0 c o c o c 0 c o u u _a u u 1i u u u u u _o u u u u u ; u u u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N N V N M H o N N N V1 y N N VI N VI VI VI N N c a c O c a c O c O c O c O c O c 4 c Q c O c O c O c O c O c O c O C a G b a O c O c O c Q U Y1 U If1 U 4f1 U tf1 V I!1 U VI U m U Vf U tR U tI'I U 4't U U'1 U N U 1PI U N U L1 V u'I U u'I V u'1 U N U IPI U 1R U O C O C N O 0= C 0 1 O a C O� O N a LN, O C O N O O C Q O C O ti O C O C O LL h L h L h Iai h LL h L h t0 h L h L h h LL h �- 1+ LL h L h L�- do 4v0 wo vo do da ao uo ao wo ao vo wo mo mP etb w ao wo vo w do m M to O N DD O N m O M to N O yI m d H m 0 � O O yj O7 0 m _ O N Rl O yI m 0 yI m O la 0 yl m 4 H m P N O O N m O N m +� O N to 0 to m O yI m p yl DO .� O to N III N tin ul N ul N nI III to yi to ui N ul vi ut H IA IA ttl IA N to N m m Vf lA lI1 N Y1 N It1 I[f to IA N N M Ltf N O N O N O N O N p N O N O N p N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O C C C C C C C C C C C C C C C C C C C C C C a m c m v m v m H ITv� o m rt c o m 1 o m .-I e o m t c o mo !: o m .:+ c o m .1 V v 0 ZR 01 NW m m al m m m m m m w m W m W m 0 o a o a o 0 0 o 0 m 0 0 0 o o 0 o P o o o O IA N /n N IA N SA In IA IA N N to o IA o IA V, to IA to to N N O N O N O N O N O N O N O N O N O N O N O N O N O N tl N tl N a N o N O N O N O N O N b N b N y N N N N N N N N N N N N O O O O O O O O O O O O O O 6 O O O O O O O O co O co O W O W O W O CD O m O m O 00 o m O 00 O m` O CO O W O OD O CO O 00 O 00 O 00 O 00 O OD O 00 O 00 a m N m N m N m N m N m N m N m N M N M N M N m W W J J 0 z z z z z W a 5 5 g .zq 5 z z a g a 0. z z z z z z F 0 0 O O O O g W W zz O O O O L uJ. uJ. W W 0 O 2 a K z z > > t- F ❑ ❑ ❑ inO O cc cc z z a o o 0 O 0 O 0 O o O g 5 O o to z z a 0 0 a d O O z cc cc ❑ a O ❑ O O 4 ¢ O O e-1 r1 z N N cc m W c 0 > > > > > = > > > 9 9 W W W W W W W W W Ul z z �- L r nr ,-1 eel rl rd N N W H W W W W N ri ri rl rl •i n-L rl rt rd rl .-I ri .-1 ri � N ei rl F F F•• lA Ifl Ul lA N Nl IA IA to Ot al ai al a; of OI of A a1 LA to to U1 to to m VI N N to to W to o IA N lA to h h h h (7 (D 0 u O 0 0 U t7 O u 0 U 0 (7 (7 (7 Q u 0 0 0 0 0 0 0 O O ❑ ❑ O ❑ ❑ a 0 0 ❑ O O ❑ O 0 O O O 0 m m m m m m m m m m m m m m m m m m m m to m m Yl to to h h m m a1 In O O M rat N N m m Q Q to IA to to m m m m Im m In m M ct Q a c o v, v, q o v, N a N a N a N a N a IV a N a N a N ¢ N a N a N a N a IV a N a N a N a N a N a N a N a N a N d p u IA ro E a� n. Ln t v m o ??0 N CD 7 ri N N LL un Ln C N N # 0 a u O b }N 3 0 0 i c 0. ..J w z Jg C= '� c 6 y a r c m uu rz vksm N N 0 N h N N o N n N N 0 N h N N o N n. N N o N h N N 0 N M1 N N o N n N N a N n N N o N n N N o N n N N o N f� N N 0 N M1 In N 0 N h N N 0 N h N N o N M1 N N o N h N N o N h N N 0 N M1 N N o N M1 N N a N h N N o fV h N N o N i� co m N C O m N C O i.'i 2 co v In c O u 2 m m Vf c O_ Y, 2 m m N c O -u 2 w u N C O u 2 m d N c a u 2 co N c o u 2 oD d N c p u 2 N w m N c o_ ii 2 w v N c O i�i 2 m N c O 2 m d N G O f, 2 m d N G O i5 2 co N c O u 2 oo a N c O u 2 co w N G O t 2 of v N C O u 2 N to w N C O u 2 UI cc m N c P Y 2 u cc m N c O 2 N co a N c o v 2 N C IA C O V O N C r O U O C y C O V N O N r C O U N O L� c C O V u1 Q c C D U �1 O Q1 c C O N O C c c O Ili O N" c O ll1 O C c G O ttf O N c G O U5 O N c c O N ON„ G c O V1 O N G c p N O N C O tfi O N c c O y1 O N G O i11 C 'oLL C O i+1 O C c O N O C C O N O C O N O C c o N O N h O OD LL n N 4 7 tL h W O 7 �- r m 0 7 LL h w p 7 LL h w G 7 coym w h O !a6i 7 LL h o ' m LL h d 0 ' m LL h d 0 7 w h 41 0 7 W^ d 0 7 ti h Qi O 7 LL n 0 0 7 LL n d 0 7 LL n w oh 7 W LL n w O 7 W M1 N O 7 h w !a 7 LL h w o 7 m U. h y o 7 W LL h a O 7 W LL 0 0 7 W ym hm ym y0 y ym 0 y y0 v�O _p uO ym NO y"W NO ym y0 ym y0 ym y 0 yCO y0 y yO ym N ym ui O ym ui 0 y y o y y0 y y0 y y6 N N O O N N O N N O N N O N N O N N o N N O N N Q N N o N N O N N o N N O N N c N N O N N O a N N o N N O 0 N N O N N o o N N O N N p o � m O a rn p � m` p o rn O .r m p o m p •+ m` O o Zr; o .y m 0 o o+ 0 � m 0 o a' 0 .� m o o rn O .e m O rn' O .+ `m O m O .+ co O a,, O .i m O c+ O N N O N 0 m o N N o N 0 to o N N O N o m o N N O N e m o N N O N Q oo 0 N N O N o oo o N N O N_ 0 m 0 N N O N 0 m o N m O N 0 m o Uf N O C 0 m o N N O C 0 m 0 N N O N 0 m o N N O N 0 m o N N O N o 0 m o N N o N o 0 m o N N o N n 0 m o N N O N n 0 ao o N N O N n 0 w 0 N N o N n 0 m 0 N N O N n 0 m 0 N N O N n 0 m 0 N N O N n 0 m 0 N m N m N m N m N m N m N m N m N m N m N m .w.� ,w,i w LL a J LL a z z g 3 z n z z zz J z z g z g z a z a o o o F n 0 0 0 a g 0 o o cc 0 0 0 a 0 b a 0 0 o o 0 z z ° F ° w a o 0 a O 0 0 0 0 0 5 g 'o LL o LL � � o N 0 N 0 ry 0 ry o m a wn o o > OLL > � G •� ° z N ° z N m z m o w 00 cc 'a a' .� a' a ¢` a` > w > w > w > w > w z > w > w _ > w > w > w ? w > w > w '> w '> w >' uw > a > a > a > a > a > a a a a a a a a a m a m a a m a m a m a a a V) tA n O n Q n O n O n O r 0 m UO m O G o 0 m O m O m 0 N O N O N Ln O N Ln O N a w N 0 m m m w m ca fm m w m m w J m w m m m m w m m J m J m J m m m m w J W co m m � m LO m .J fk n v n v m IT m a m a rn v o N o N - Vf .-+ li N V1 N N m N m N v N v N N N N N lO N 10 -i M1 N N N a a a a a a a a a ¢ a a a a a a a a ¢ a a a V C X G ❑. to r a m � m o 0 N m N N N LA. un Lo N ry O N � m :] V ^ 0 U C O 'a L a —I now own w N N O N r; N N O N n N N P N rr N N O N n N N O N n N N O N n N N O N rri N N a N r N N O N r� N N o N r- N N o N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N is N N O N n N N O N rri N N o N n: N N O N r% w w N C 0o w N C m w N C 200 w N C w N C w w N C oo w N C w N C 2 w V) C 2ro w N C w N C o0 w N C 0o a w C ro w N C oo w N C o eo w N C ao w N C ro w N C oo w N C 2 w N C T w V) C m w N) C T w 0 C 0 0 U 0 V 0 4J 0 V 0 V o V 0 V 0 U 0 U 0 U 0 U 0 U 0 U o U V o V 0 V o V �o+ P U a V o V V 2 y 2 YI 2 V1 2 YI 2 VI 2 y 2 1/1 2 1/l 2 VI 2 VI 2 YI 2 YI 2 N 2 VI 2 N 2 N 2 Vf ar U 2 N 2 Vf 2 t4 2 Vt 2 N C P U u1 C o U 1A C o U 4l C o U u1 C o U Vl C o U ul C 0 U N c 0 U N C 0 U IA C o U N C 0 U N C 0 U N C 0 U N C 0 V N C 0 U N C o U N C P U N C P U V) C o U Vi C 0 U N C 0 U N C 0 U N C 0 U ON' LL �, ON LL n O LL h, ON LL n O(V LL n ON LL n O LL n ON LL O� LL n OEy LL O 26 p„ P LL n O C 2 n O LL n O� LL n O LL n o� W n O� LL n ol LL n O,N„ LL 1.,, O LL n 01 LL O LL w o J m y w O 7 m y w O J m y w o J m y w O J m y w 0 J m N w O J m y w 0 J m y w O J y w 0 J m y w O J m w 0 coJ w P y m w Cl J m y w o J m w a J m w P yJj m w 0 J m y w a J m y w a J m w 0 7 m y w 0 J y w J y N N p C m ri m o IA N O C V O 01 O N N O m rY m o N N O V O Ol 0 N N O Cl M •'1 m 0 N N O N 7 O OI 0 to N O N m m o N N O N a m a N N O C m m o N N O Q v m 0 N N O Q M m 0 N N O Ll 7 m o N N O N m mW o N N o N Q m o N N P C' m m o N N o Q C Ol 0 N N O m m o N N d C O O1 o N N o C m m a N N O C C 01 a N N O C m ao o N N O C w R 0 1-1 N O C m m 0 N N O d O N N O o o N N O 0 O N N O o O N N o O O V1 N o o O N N o 0 O N N o 0 O N N o 0 O N N o 0 O N N O o O N N O a O N N O o O N N O 0 O N N O 0 O N N O 0 O N N O 0 o N N O o O 11t N O a O N N O o O 1A N o 0 o O N N O n 0 d N N O n 0 O N m N M H N H N H N N N H N H N ry1 N H N H N H 5 a 3 D. w J 0 a w J 0 aG a a Q J LL �� m J LL 2 5 5 5 3 oC G 2 2 a a 0 J J a ¢2 a C2 a CZ J� 2 2 a iL aL o: a. a. m z O LL❑ O a w O e O O ❑J O Q❑ Q❑ 00J 0J0 0LLO OOLL OOLL 0 OiL 0 a 0 Z Z JJOO LL LL LL a a 2 0 0 H H ❑ ❑ ❑ LLg O m m K K > O 0G rn rA a z 0 z ❑ s 0 z 0 0 P 0 0 O O O N .N+ z ry Izv m at o0 m m m m m m m a a a a > > > > ? } > > > > m m w w w w w w w w w w w w w w w w w w u}i m H m m H m H N N N N N N N N N N a J m N o J m N 0 J m N 0 J m b a J m 1D o J m 1D 0 J m 1D 0 J m 1D 0 J m IO 0 J m ID 0 J m lP 0 J m t0 °a J m b to J m H 0 w m H a w m H o w m H 0 J m H 0 m H o J m H o J m 1.1 a J m H 0 J la Co N N a w to N a 01 V) N a D1 N N a o ID N a O lD N a H lD N a H 1D N a N 10 N a N lP N a m ID N a m ID N a Q lD N a 7 W N a N IP N a N ID N a ID 4D N a w 1D N a n 4D N a n ID N a m ID N a 1b tD N a D1 l0 N s R W z N N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N q N O N O N q N O N O N O N Q N q N O N O N a N Q N O N q N N N N N N N N N N N N N N N N N N N N N N w W m w w w aB w w w w m co W co w m w m W co W A n ) VI VI VI IA N N N N iA N N N VI N to N IPi N N N V1 N c O C D c C a C O C O C O C O c O c a c a c c C O C O C O C a c O C a C O C O C O U V .2 lJ lJ V V 1J V W V U �O_r U {O. U V V lJ V U U U V V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 c c c c c c c c c c c c c c C N 0 U O N o 0 U a N 0 U O N 0 U d N o 0 U N o U a N a U d N a U O N o U 9 N a U N o U 2 N 0 o U O N o 0 U p N o 0 U 2 N 0 o U Q N o U 2 N a U O N o V a N a U 2 N a U LV o a U p ry o V O N I� W n W^ W I� W I� w 1` LL o W o n �- n LL n W n w o o w o o W n w h LL h P O b C! O > y0 W b > y0 q1 b 7 yi0 a1 O > y m' y S. N O > y W' y S. N O > N as y0 al tl > y a0 y 0 N O 7 y W yi 0 d tl ] y W N O al 0 7 N W' y 0 w Ot b 7 y W y O ai O y W y 0 Qi a 7 y W y0 4] O > y W y0 al 4 > y W y0 N O m 7 y W y 0 N b 7 y W y 0 alb w 7 y W y0 al 0 7 N m N O al 0 > y W y0 v O > y co yq a! O w 3 y co y0 N N N N N N Ln N N N N N N N N N N N N N N N N O N O N O N O N o N o N O N O N O N O N O N O N O N a N O N O N O N O N o N O N O N O C C C C N a m a m a m a m a m a m a m a M a m a m a m `a o o o a m orn m rn m a a m m m' orn 'W o, m o m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N o N q N O N q N o N q N O N O N q N q N Q N q N Q N o N q N Q N Q N a N Q N O N o N 0 N N 0 0 0 0 o a q q o Q Q o 0 0 0 0 o a q o 0 0 aa m 0 o a o 0 0 0 0 0 o a o q b o 0 0 0 o b 0 o tl N N M N m N M N M N m N M N M N m N m rl N rt I z z o 0 a a z QJ fY �y O O m > w J 7 ❑ w w°wa 00 z J 7 ❑ w 0 z z F Q uj w a: p w w a tA z Q w w � O w w a z O a > J w K O K w .� z O a > J w cc O Ka u uw .� z O a > J w a O 2 w ti z O a > J w w 0 a w O S cc O w tC w i `^ p Q w cc O w f; � a w p x w 4 > r r+ W w p x w a > a r rr z O a >' J W m O a w w > z O a > J w cc O a w > z O w J W z O R w > z O a 1 J W m O w w > z 0 F (L -� O W w ` ¢ > wa z 0 w J o W w ¢ > a N z O w cc O a w rc m > N z F w cc O a SC m > z O as cc O cc m w N M 0 ❑ J z Q 5 O O z 4 w O O N N U ❑ J N N V ❑ J i m 0 ❑ J r m 0 ❑ J i M L9 ❑ J r m L9 ❑ J 4f1 N 0 a J N N 0 ❑ J OI N 0 ❑ J Oi VI 0 ❑ J i h 0 ❑ J e h 0 o J r W L7 n J r m 0 a J ti N a ❑ J ti N U ❑ J r b 0 ❑ J r rD u ❑ J N N LD ❑ J m ❑ ❑ m m m m m m m m m m m m m m m m m m m V C x E a H CL m L M CO a N [a N z+ O N aL Ln N N Q N OD A y a u ^ O C a 't7 C a In m m m m m m m m m m m m m m m m N o N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N w m w w m eo 0o tti to co co w 0o co co w co co w co of w co a a a a v a a a a a a a a a a a a a a a a a a m m m m m m m IA Vl m m m m m m m m m m m m m m C o C o C o C o C o C o C c C C o C d c d c o c c d c o c 0 c 0 c o c c c O C O u uL u u u u u ui "d V u V V u v V u t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N N N N N VI U1 Vf N VI N N VI N VI N N N N VI N N VI C O C O C p C p C p C O C d C O C O C o C o C O C O C O c O c O C O C O C O c O C O C O C d U m U IN U N U m V M U �l U u1 U u'I U m U V'I U m U ul U Yl U m U IA U m U IY1 U N U m V !YS V ti1 U IA U o C O C O N N O C O C 4 C O C O Nti O C O C O C 4 N O C O O O C O N O C O t; o D C O l0 T wn LLn W n LL n w n n k M1 W n tl'1� wM1 LL n I� w n LL n wn V'n t+-n n a o J a o 7 a o ^J a o J a o J a c J a o J a o J a o J a tl J a o J a tl J a tl J a o J a o J a o J a o J a o_ J 3 a o_ J a o J a o J a o J a J VI m sn O N N N N O N m VI O VI m N O Vl co N O VI m H O N m h O N m vl O N m N N m ' O Vl m 4 O VI m yi O N co , O V1 m vi O VI m yl O m --' O m V2 O VI m ' O V m ' O N m N O N m S. Vf w N m m m m m m m m m m m IA IA m m m tn N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 0 N 0 N 0 N 0 N 0 N 0 C C C C C C C C C C C C C C C C C C C C C C a m a M v M v m a m W v a M a M a m v a M v M v m m m m m m m m` m m` m m m m `m m m m m m m m `m 0 0 0 0 a o o o a o o 0 0 0 0 0 0 0 0 o cl o o m m IA m m m m m m m m m ul IA m Ill m m m m m m m N O N O N O N O N O N O N tl N O N O N tl N O N O N O N b N b N O N O N O N O N O N O N O N O C C N N N = C N N N N ` N N N N = N oO N N N N N m O m O m O m O m O m o m tl m O m O m tl m O to b O 0m b O m O m o m O m O m O m O m O m O O O O O O O O O O O O 2 6 O b O o O O O b O O N N m N M N M N M N M N M N M N M N m N m N M z O a w tt uj m > w m m m m in m m m m m z z z z z z z z z z " F 5 5 05 5 G G 5 E 5 _" a N W w m w m w m w m w m w m w m w M w m w mm.J J J_ �_ J JI J ��A/l J F¢F W w J J J J J J J J J J Q a _� Q Q Q Q Q a Q Q O O ° o W N ry m m a a m m p m M1 n m m m m o o W < W O O O O O O O O O O O O O O O O O O W W W N a a tl ¢l m a m a m a m a m a m a f a m a m a m a m a m a m a m a m a m a m ¢ m Q m a m a m s V c X M n '0 f ,no O N m z t! O (14 CD tL ul Ln O N N W � a m �S 0 O N C a` low w ViA a J /� a � c 6 O a c c m u u m U1 U1 Ln LnU1 U) m lA U1 US In Ln LALA Uf lA V7 N LnU7 InU1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N n M1 h 1, w m m m m m w w m m m 00 m O 00 OV 00 00 00 00 O CD w at a a a a a a a a a a a a a a a a -Cu a a a Uf U1 U1 U) to 0 U1 VI to {A UI U7 W lA (A (A U) U1 U1 U1 Uf to c Or+ c O C 0 C O C O C O c O c O C O C O C O C 00 C C c c O C c C C O C c O V � V VU V U v U _+V u rl _ 2 N 2 VI 2 N 2 IYIf 2 N 2 -0 y2 ill 2 N 2 Vl 2 y 2 U; 2 N 2 N 2 N N 2 ill 2 VI 2 N 2 N 2 VI 2 y 2 V1 C O c O c O c O c O c 0 c O c O c O c O c O c O c O C O C O c O c O c O c O c O c O c O V7 N hLL U li7 ap N U llt LLo N U 1n LLO N U N p U v7 p U VI N U ul a- U Vf U lA O V tR U VI V V1 w U Iff p N r V N G W V YY V U1 O L V in U N V N LL h U Y1 101. h U Ifl LL0h U V1 40 O m w 0 7 m y P m y y W c O P O y W O O W y w 0 5 0 y W O P m y w 0 7 00 y 0 0 7 DO y w O O� y w y 0] a O P 00 W O P a0 N w 0 O N w 0 O W w 0 O W a 0 OD W O 3 00 y 0 w o P W y w 0 O 00 y a 0 O W w 0 3 W Ui Ul Ui n N U1 lA U) ill Ul VS UI N Ul m N ut Ui N U1 UI N N O N O N O N O N q N q N O N O N O N O N O N O N O N O N O N O N O N O N O N O N P N O C C C C C C Cl_ C C C C C C C L' C C C C C C C m v m v m v m v m v M v m v m v M M IT m v m rn' m' al m m m m ai rn m` rn m rn m rn m` `m m rn m m` 0 0 0 0 0 0 o a o p o p o o p o 0 0 0 0 0 0 N U1 Ln n IA Ill UI U1 U1 US U1 U1 U1 U1 1A IA V7 Ul N Ul Ln U) N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N C N �V N N N ti N N N N � N N N N N N EV N ' O O O O O O O O O O O O O O O O O O O O O O 0 O 0� O 0 W O 00 O 00 O W O 00 O 0 O o O 0 0 O 00 O 00 O 00 O 00 O 00 O 00 O as O 00 O 00 O C, O .i N N m N m O rl N M N M N M N m N M N M N M O O J W to O fA O i W G Ln 0 u LLI f W o G Fa.. U1 O u N J o 3 a 0c QQ G VI J 3 a _K Q 0 F LA _d' FQF N 0 E Ln ce Q rA 0 G U) K Q 0 E IA !c FQ G C W z cC 0 0 Q F W o cc 0 0 Q W 0 cc 0 0 J Q W °n Lo cc 0 O z O 3 0 z O i O a 0 p z J W a a 0 p z 6� J W z z 5 cc O J W a z 5 & 0 J W a 5 a n J W 1% g d J W a tL J W cc o J W oG N N r-1 rl ry ry m m M ti N N m m ti ry N N m M v v o O O O o 0 o p p O O O O O O O O aaaa a aaa aa a acaa aa aO aO = N OC a }� C O. N t V in o a N m 4 Z r4 c° 0 N N O N # m u O yd C R N Y C O.. Z +�S ^1 p_ 7 z U w _l z N N O N N O N N N O N N d N N o N N O N N d N N O N N O N N o N N o N N o N N O N N O N N O N N o N N O N N O N N O N N O In N o N N O N h w h Do N h co N h m N h co IV n m N h N N h m N h ic1 N h m N rh W N h cD N h m N h m N h m N h m N h aC N h m N h IW N h m N h m N h m C d N c al N C a N c w N C yy IA c a iA C a o C w N C m IA c a Ill C m IA C u to C m IA C m w c m to C m N C d N C a Ul C m N C v YI C m cA C ou u O uU O O y o u a oO p U O O U O U O l O V O O V O "o U O V D u O u 2 2 2 2 2 2 2 2 2 L y N C I J^ N N a U N N G U^ N YI c U N VI c U N UI c l7 N UI C l7 ^ N VI c U N U{ C U N N C V N C U N UI C U N C U N N G V lA UI C U to UI C V N a U N N c U N N C U iA 1/i a U ill VI C U N N a C J^ N WO N, O N N LLO ` LLO N LL ON LL NOcON LLO NccON OWOW ON W� ONN^ O O N W r a o W a n W a q W a o w W a o w W a o W a o 7 W a o ? w W a o O W a o 7 W a o W a o 7 W a o 7 W a o 3 W a o 7 W a o W a o O W a o 7 w a o 7 W a o 7 m a o J W a o O W y yl O N y� b h N VI O yl O N y{ O yl yl O y� a _ O ,( 2 O N yi O H N O N N O y N P N Be N , O N ,� N N O ,� V! O N v� 0 N N O c N N O N N N O N, lA N O c N N O c N N O c N cV O c N N O c N N O c N N O c N N O c N N O N N N O c N N O c N N O N N N O c N N o N N N O c N N O c N N O c N N O c N N O c M W O m W a O m W a O rA W v O m W v m v m W a m m In H a M H 7 M H a W O 01 O W O O1 O oo O 01 O W O OI O W 4 O m O W co O O Ql O co O O Ol O W W O H W O W O O m O co O 4 Gl O W O b Cl o N N O c N N 4 ` N N O C N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N n N N O N r N N O ti W N N o N W N N o ti N N O N N N O N n N N o c N N O N h N N O N {p o m O q W o q m q O m o O m O O W O O m o O w O O m O O W o O m O h O oo d O m d O m O O of O O o o O m O 6 m O O W o h O m O O m O H m o N m N M N cA N m N m N M N M O O H N -f N N m z z z z z z LA l w/1 LA LA LA Ln J J J J a a a a a a 3 3 3 3 0 0 0 0 ❑ ❑ ❑ ❑ z o N N z z z z z z z z z z z z x z o a cn vl l'n vl In vl vl In iA vl vl in ul e`n z � 2 z 5 5 z cc W W W W W W W u to u W u W u W u w u W u uj m H > O > ❑ z W z 111 g cc � cc w ck: cc cc s W (zw cr a N N u u u u N o W N O w O w O q 4 a0 h O W O co O W m O W A O W O H o H W H W H W N O ry O W O W O N O N O M O M O Q m Q m Q Q Q Q W Q Q Q Q 00 Q Q 00 Q OD Q W N u U u u u U u c G f6 d to m 'o M C N m m to un O N N m a -u o O C 0 tL C a Ln ill Itl Lm m Vf to N m m to m m N N U1 N l!1 m Ul Ln N V1 N O N O N O N O N O N O N O N O N O N O N O N O N O N O N o N O N o N 0 N 0 N 0 N 0 N 6 N O N N N N N N N N N N N N fV N N N N N N N N N N f` h M1 n r h h M1 h h h 1% rh M1 h M1 r% h h h Ph h h w m w m W W W W W W W m W m m m CO m m m OfJ m W w v w w a v w w v w w v w m v w w a w v v v w V1 to VI N to to N In to IA to to to N IA IA (n N in to N Ln to F o C o C o C O C O C o C o C 0 L o C O C o C D C o C o C 0 C o G O G D C o L D C q C D L o 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N YI u N y G cU NUC c1 UI LyJ c c N c NF UC ^ UC UC ^fcj Uu1 ^ Uc ^ ^ ^ UNC ^ ^ ^ U^ U^ o ^ UG ^ UC ^ U UyC UU^ UVFt UNC WC N N ul VI In � V1 L ut tl'1 u5 O C� l4 M1 O N LL^ O N li. n O CY la. M1 D W M1 o� LL h O z LL M1 O N LL h O N lL n O N tl o CN LL h D N X� O N 2 ;-Z O N LL^ O N w n O N tL n O N Y. n O N W^ O N 2 n O.N. w h O N W h D N 2 O w o Dm w o O W w o O W w o D W w o D m w o Dm w o D W w o o m w o Dm w o D;� w o D W w o Dm w o Dm w o Dm w o �m w o D coOm w o w o am w o O W w o , �w w o Dm w o Dm w D y y 0 y y 0 y y 0 y y 0 y y 0 y y o y y 0 y y 0 y y d y ' 0 y N o y y 0 y y 0 y y 0 y y 0 y y O y y 0 y y 0 y y 0 y 0 y H y In to W IA V1 In n to Ln to In Ln to N N to n N ut o in to Nf N o N a N o N o N a N o N 0 N o N o N o N o N o N o N o N 0 N o N o N 0 N o N o N o N o N o L Cl C C El_ C C C N, N C N N N C Q C C C' m ri V' O m r1 V' O m ri 7' O M ri V O M M p O m -1 V O m �-1 V O lit r`I V O 1+1 N V O m � O O m N C O m r1 m CI 00 Ot m m m C1 m m m Qt w Cl mm OI mW O O O O O O O o 0 o o o o O O O O O O O o o O In N 111 N N >A to lt5 >n V1 V1 N to N In h N >r m Ln N to In N O N O N O N 8 N O N O N O N O N O N O N o N O N O N O N o N o N O N o N O N o N o N o N O N N N N N N N h lO h fr P f+ 1� h h h h 1� h M1 M1 n M1 r r M1 h r r np m Up op m m m Wm mm m mm m m m m m m m m m m m m 0 0 0 0 0 0 0 0 o o o m 0 o o m 0 o a o 0 0 0 rl N V N V N N m V to 7 N V' o O V1 O u1 V N V' N cf z z z z z z z z 2 z z S g 5 5 5 3 g g 5 g a a a a 0 0 0 a 0 0 0 0 0 cc at cc O O 0 a0 z a z }0 z ~ OU Z 0 OU OU 2 OU z z z z z U u U V U g g g g z z z z z z z z z z g g z z z z < O O O O O O O Otf Os Oz U UCAL[ U U U O O O O i 0 n in o oowIn z z z z z a w z w z w z w z w w w a w z m O p O q wwLu f�L[ a w w ww U1 iA O a d Q `o O ct C © l7 C7 N N m m v a ul N lD l0 4 .""I N N m 0 0 0 0 0 0 0 0 o a o a o o o 0 0 0 o 0 0 o o u u u u u u u u u u u u u u u u u u u u u u u p u ro E c o. to C ro m c o N m � Z r' N (O � O tn to O N N � O V ~ O ro 0 O v 1� C G. N N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N O N o N o N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N OD 00 W to m m m m 00 m m !p m m OQ 00 m m ® lb 011 OG v v v v v v a a v v v v v v a d v v v v v v N N N N N N N N N N N N N N N N N N N N N VJ C o C p C o C 0 C o C o C a c a C o C p C q C o C o C q C o C a c a C o C 0 C A C o C o u u u u u u u u u u u u u u u u u u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N y N N N Ut Ilt v o N tt9 UI N N C O c O C O C O C O C O c p c O c O c A C O c q C P c P c 4 c p c O c 4 C o C o C o c o_ _ N u N u N u N u N u tit u N u N u N v- N u N u N V1 N N N N N N N N N N ry �O c O c C (` N Q N C c Q N N O N C c 5 N o N o N o N O c a N G Cl o N N N G ry Iti LL h LL h �- 1� W n LL n n LL h LL h �- h LL h h W h LL h L- h o a o > a o > a o > a o > m a o a a o a o a a o a v o a o a o � a o � a o b a o a o o a o a a o 5 a o � a o a a s ] a o > W a o > c yo ym y 4 ym y O _ O ya y O ym y 0 ym� y 0 ym` y 0 ym y 0 ym N O ym` y 0 y� y 0 y� y 0 ym y 0 ym y 0 y� N O ym" N O yoo` y 0 yoo` y O ym y 0 y y O yfa` y 0 N N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N o N O N O N o N O N O N O N O N O N O c c c m c a c m c c c m c a c m c a c m c a c m c a c m c a c m c a c m c a c m c a N to of m m m m m m m m m o m .-i m o a+ ti � o m ,r m a rn H m o rn m ts` m o n o 0 0 0 o a 0 0 0 0 0 0 0 0 o a o 0 o b N N N N N N N N N N N In N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N o c N C c Q Q c c C c c c Q c c c C c c c c 0 o n o 0 h 0 h 0 h 0 h o h b h o h 0 h 0 h 0 P. 0 h 0 h 0 h 0 h 0 h 0 h o h o ao o`o oo m` ` co m o co m o`o w co co w co a`o co m o0 w m o`o o b a o o o o 0 0 0 o o o o o o 0 o 0 0 o o N a N a N rt N rl N N m N m C N N m N m N m N d a o o Z Z a a a O O 5 m m J J J W W a a g � LL m m 0 0 0 z z ¢ ¢ U w w d d d z z s vri v~i z z z S S 5 5 5 5 5 5 5 5 9 z d d d d d d d d d e e o 0 u u g g z c g g g U U u' (D U' N j ? d d d d d d d z z z z z z z z z z z N N o 0 0 a,: 0 0 0 0 0 d4 4d 4d 0 4a a Qd u X X a x c x r r l7 t7 0 0 u 0 u ul7 L) W W d d T x �n �n �ii Ci rn rn r�i m a i a N N to to h h rt N N m m a a N N to W h 0 0 0 o o o o 0 0 0 0 0 0 o o 0 o o o o o 0 u u u u u u u u u u u u u u u u u u u u u u 8 0 u C G. rn M N N N a N o W O 70 0 O t r_ d G C O m z N O N N .cc W -j z N N N N N In N N N N N N N N N N N m N N N N N N O N o N o N O N O N o N O N o N o N 0 N 0 N o N O N o N O N O N O N o N o N O N O N o N O N N N N N N ry N N N N N N N N N N N N N N N N n r h r r M1 M1 h M1 M1 h M1 r r r M1 M1 M1 h h h M1 n to � cti W tri ai ao t6 ai tb to tb tc t» cti to ao ati to tb ae to tri m m ) n a d u n a i u m w a w a v w w y m w m N N Vi N N oto yl to N N N tR N U1 N Vl ll'1 VI N N N C 0 C o C a C o C O C o C 0 C 0 C o C a C o C 0 C 0 C o C a C o C 0 C o C m2 C o C 0 C o C O u v u ut u Z u u u u v u U u u u u u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 VI C VI C N C N C N C N C N G N C VI C ; C VI C VI C N C N C ;A C IA C VI C Vl C VI C VI C VI C N C N C 0 ULLO Nr 0 Nr 0 UY^I 0 U NW 0 o UO a U !N1 o U�N1 0 U�N 0 UtP 0 UN 0 U I 0 Ull 0 Uv1 0 U! 0 (2lNi 0 UY1 0 UiNl o U+1U a o U 0 U N 0 ULLO Oci N , Q C O N N O N N O NLL N O O N O N O N NVnf OO Nn LLU LLO 1- LL ; ;z ^ ;z ^ n LL n ^ n LL N O > N O > to O > w O_ > d 0 > Ol O J N O 7 0 o 7 0 O_ > GI O_ > N O W O_ > v O_ > d O 7 N O 7 W O_ GI O_ 7 0 o_ > w O_ > N O > 0 O_ 7 0 O_ > 0 > N co O N O N N toO N lA lA toO lA m utNO lA O N NO lA m C VI G VI to lA m lA N lA G N o !A N VI vi NO 4O 2O mO N H N HN hC toC HC n to 22O Yf S N N N N N N N Lm N N N Ln N N to N N N N N N N N N o N O N O N O N O N O N O N O N O N O N o N o N O N O N O N O N O N O N O N O (V O N O N O C C C C C C C C C C C C C C C C C C C C C C e m a m ITM e m v m e m v M e m a m v m v m a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N o N O N O N O N o N ON N O N O N O N O N O N N N = N ` ` = N N N I� O M1 O M1 o h O h O M1 O M1 O M1 O M1 O n O n O !� O h O h O M1 O r O r O h O h O i� O M1 O t� O r O 00 co co m fA to N� m m w W GO m m m m m m m m m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m N M N M N m N m N m N m N M ri N N M N m N M I {N NN N to W N N lrt V~i O ❑ J J J J J Q ¢ z z O 4 Oa: cc O O Ul O O a a a a a a C z z z z z z z a a` w uj z z z z a s a a a a a a a O ❑ ❑ O ❑ O ❑ O O O a a a a ❑ ❑ i F g E f f g f f f F f e o: z a cc cc O oc O cc O oC O a: p cc a: O a: O w O z O w O z w cc O cc O a a w w w w w w t- N to;; N > t~/l LRn r LRn tRn r 00 w Q+ Im O O H N N m m e e I N N N m m e e o eu 0 o o `u o 'u o n 0 o o a o o u 3 3 u u u u u u 3 3 u u 0 0 v 0 u u u 8 u C Q m P1 N r-I A Ln N O N V 0 O C O O 2m C.-a U Z N N 4 N N N O N N N O N N N O N N N O N N N O N h N N O fY h N N O lV N N O N n Lm N a N N N O N Iw N O N Ili N O N N N O N N N O N N N p N N N O N N N O N N N O N N N O N N N O N N N O N h m a N C h m w N C h m w N C h m w N C h D] w IA C m w N G m w to C 1� m w ul C m w N C h m w to C h m w to C h m w N C h m w h C h m w VI C h m w N C M1 m w 0 C M1 m a to C M1 m a N C M1 m w IA C h m w IA C h m w N C h m w to C O U O y U yO_ U yO_ V O lJ JO_r lJ O U O U O U 2 y O V .2 y O V _O V O V O V o V O U pO U y_ O U yO_ U O V 2 YI 2 UI 2 UI 2 UI 2 1/i 2 UI J2 N 2 L 2 2 VI 2 Vi 2 N 2 U1 2 2 ill 2 Ifl 2 2 N 2 iLI� 2 YI 2 N 2 N N C O u i+1 C O u N C O u N C O u N C O u N C O u N C O u N C O u N G O u N O u N G O u N C D v N G O u N G O u ill G O u N G O u N C O u N C O u N C O u N C P u N C 4 u N G O u N N h O N u- h O c tL M1 O c LL M1 LL N T O N � O c w 1�. O c w h O LL M1 O c �- h O w h O c w h O N w n Q w n w n w n LL n w n w h w h LL N h o N LL h N w n o m a o W a o N W w p h W w o N W a o y W a o N m w o H W a p h W a o H m a o N W a o W a o N m a o N m w o N m w o N W a o y m a o N W a 0 :1 m w o :1 W w o N m a o N W a o m O N O N b Vl 6 h O N O h O N O N O >n O In O In O In O In O vl O yl O vl 0 N O ul O an 0 N O N O y�j N O N N O m N N O a N N O m N N 4 a N N O m N N O a N N 4 en N N O a N N O m tw N O a N N O m N N O a N N O m N N O a N N o m IA N o N o N N o m % N N p L a N N p c m N N O c a N N O C m N N o C a '1 m O O Ol O .-I m p O m O .i m O O m O ri m O O m 4 .-1 m O O m O Q m O O m O rl m O o Ol O ri m O b 01 O ri 00 o a Ql p e-I m p O b O •i m O O ai o N N o N 1� N N p N h N N O N n N N O N n N N O N n N N O N n N N O N r N N O N ti N N O N n N N O N n N N O N n N N O N n N N O c o N O N N N O c N N O c N N O N N O c N N O c N [V O c N N O N N N O N 0 m o 0 m o 0 W o 0 m o 0 w o 0 m o o W o a m o a m o o m` p 0 m o o m o h a m o 1� o m 0 I,h 0 m o 0 m o f, M1 0 W o h 0 m o h 0 W o h 0 m o 0 m o t� 0 m 0 N m N m N m a N a N a N N m N m e N a N a N m N Lntw L2i m N 17i I Uf N to !n a Ln N < Vi N u 0 N u Ln N z 5 a z 3 a w J z a w J a w J a w J a a w J a a w J a �LAw a w x w a w a w o� w cc w re w d w of to ILAw �I/Al N N vi N kn LA Ln a ztA a ¢ ¢ a d ❑ ❑ ❑ � � � � � � � � d d O d a a d d O O W W a:: W F F F Q z 6 r Q F Q I_ Q h 2 w rt W d W K W t7 Z C9 z U' z L9 z L7 z 0 z a a a a z z z z z z z ; 3 3 > y- S > > -y kn Val Val Lail taw taw ILw Ln Ln to Ln Lwn d C C 1 d A N b N p w O W p M1 p h O W O W p [T o Ol p p o rl rl rl .� N ti N rt *� a N O N O N O m O m O N U N U N V N U N U N U N U N u N u luw1 U Ln N u N U N U n N u N U I1 U O u ID U SO U l0 V to V lD U r ,n in In Ln to en un m In in n ,n in w L in In N In In in w N O N O N O N N O O N O N O N O N q N O N O N O N O N O N O N O rq O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N n n n h h M1 h h h M1 n h h n h n n h h h M1 M1 m w m m m m m m w m m m w m m w w m a0 m a0 m m v w m w a v a d t d d o v d m a a d t w u Ln In In %n to to to to to lh IA y IA IA In h VI In M 0 U! N C o C O_ C O C C O o C O C O_ C o C O C o C O_ C O_ C o C o C 0 C o C O C p C C O_ C o_ C O u Yi v u i u 'Y u u u u u u v u u u u _o u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C C C C C C G C C C C C C C C C C C C C C C U^ N U^ V1 U^ 1t1 U^ U N fA U Ln U^ N U^ UL U^ In U till U N U 1A U In U^ N U to U IfY U^ N U^ ItY U V1 U Ilf U V1 U^ In O C O N O N D N O N O N O N O N O O N O N O.N� O O N O N O� O C O C O C O N ON„ O N LL n LL^ LL N LL� LL LL; LL^ LL^ LL M1 LL h LL h LL h LL M1 LL n LL N LL NN LL h w n LL n LLiL LL h LL N Ca m +vo and m mo mo m m Co m ajo Co oo C o Co aio mo Co Co aio Co Co C o Co Co Co N N O N� N O N N O N N VI O y O N yI O N D N � N � VI Ov N O N O yI O yI O yI O N O YI P yI O yI O N yI O yI O yI O IR IA In N In N In Y1 N N V7 N1 Y1 In N G'f Yl o In N N N O N d N d N N d O N O N O N O N q N O N O N D N O N O N O N O N O N O N O N O N O N D C C C C C C C C C C C C C C C C C C C C C C m v O m v m O w v O m w v O m w v O m w v O m w v O m w v O m w c D m w c O m w a O Ot m QI ap OI OI —m 01 w- m wOI wmW mW T m w O O O O O O O O o o O O O O O O O O O O O O In N In In In IA N In In IA N N In N o In IA m Ln In N In N O N O N O N N O O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N ID(�V N CV N N N N N N N N N O O O O O O O O O O O O O O O O O O D O O O w 00 a0 w co 00 co NW co co 00 co m a0 a0 a0 OD co co w DO co o O O O O O O O O O O O O O O O O O D O O O Q VI V N N In N In N m N m w N N m N m N m N m w W w M w in Ln Ln 0 7 m Q IA H ��.'..; ��.... W ��.... W m m S in m m 7 lA N N iJi N Ut FaF-- a IiJ 2 2 2 F F F F F F W C 0 N N N 3 u 3 u V V 3. mZ 3 z z z z z cc ¢ ¢ w N y �? > > ? > ? u u z z w w z z z z z z > a > o 0 0 0 5 5 0 o z z 5 5 5 5 5 5 L w a a Q Q u u u u a m z z 5 5 a a a a a m IA LA J( QJQ QJ ¢JQ aJa qJq QJ ¢JQ QQJ QJQ aaJ eJ( aJ aJ QJ¢ QJQ a C)z cX ¢ as ¢ ¢ z cc¢ a a ¢ a s Z z Z G G G G G G G G G G G G G G G G W w w w w W w w C7 l7 w w w w w w w w a a d C W W W W W W W W W W CJIJ W W W W W a a In m o o w w O o w ry ry o o w w N N O o O w O to O � l0 rj '.i '.j N N N N N N (n in m m m m C a u u u u w ' w w w w u Iu w uu w u u w ui w w ii IA ul N in Ln IA In to IA LA IA In tm IA m n In to to IA 1A ul Ln N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N ry N N N N N N N N N N N N N N N N N N ai ao m ao ao w m c6 co w m m w co to m w w m w w Go w w d u d d a v m m In N In In kn IA VI UI to VI In y IA N IA In w In In ul Ln VI VI c 0 c o c a c a C o c 0 C 2 c o c a c o c 0 c 0 C 0 c c 0 c 0 c 0 c 0 c 0 c 0 c 0 C o C a V V V V V V U V V U V V U •0 V V V V V V U U V V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N N VI N N Yl V1 N N Vl UI N N VI C 0 C o G a c o G 0 C 0 C 0 G 0 C 0 C 0 G 0 G o G a G o C 0 G 0 C 0 C 0 G 0 C 0 C o G a_ o o U V1 U IA U u1 U N U U u1 U U U u'1 U U ui U ut U U U ul U VI U m U u'1 U U U U u1 U O N O N Q N O N O N D N iA O C N O O N it1 O N p N 4 O N N O N N O N O N O N O N N O N In O N u1 O N o N O LL h LL n LL LL n W LL LL r LL n LL n LL^ LL ^ LL^ LL N LL^ p U.. n 2^ LL �:, LL �, LL^ LL� LL^ LL h LL mo_ ao_ mo_ N mo N ma ma_ ao_ mo_ do_ mo at mo_ ao_ mo ma mo_ mo_ mo mo_ mo mo_ mo_ m y m y0 y m y 0 m y0 m yl0 y W y0 NO y0 y0 Y O N O y 0 y 0 y 0 v10 y0 y 0 y O y0O _ O y 0 y0 y IA In A IA o ul IA ul ul In IA ul ul u1 Ln u1 ul ul In u5 IA IA Ln N O N O N O N o N o�y N o N d N O N O N O N o N O N O N O N o N o N o N o N O N o N o N o N o C ^ C C C C C C C A C C C C C C C C C C v A m v m a m a m a m a m 4 a m c m v m w a m b b b b d O b b d O O a o b o O O d O o O 6 O Ln u1 N H IA u) u) -n u7 to m u1 ut to 4n ul N m m LA 61 LA IA N O N O N O N O N O N o N O N O N O N O N O N O N c N O N o N o N O N O N O N O N O N O N O N ti > > ti ti ti ti o r 0 oo 0 t- 0 r 0 0 r 0 n 0 0 o 0 o r 0 r 0 c o r d r o 0o r 0 r 0 r o n a r o r 0 r 0 Ob a0 ao ap a0 W a0 t0 W a a a W W W 8 aD aD � O W Na O`a a o O o d O o o O O O O O O O O O O O O O O O N m N m N m N m N m N m N m N m N m N m N Pt N of N w U w V w W N N IA W N Luw H Lu Ln O z O z z Ib In z =O u u p y Z Z Z Z Z Z Z juOJ � i U V O (9 P7 O C7 C3 � m m O o"n x `A LA H N z 5 5 5 5 5 5 5 5 5 z OO z O z O W tn in in m m a m m J J J J 9i z 4 4 4 4 z Z z z z z z z z V V V V W W W W cc cc a: w W G ti w W W w u V u U u u IWA vwi vwi Ln } y a. a. cL J J J J J J 1 J N y N kn Ln N C C G C >n N N VI ta.o Ln Ln N �Ja{ QJQ QJQ J aJa aJa aJa J � +`r, QJQ JQQ QJ �JQ{ QJa ddJ J dJQ QQJ dJQ QJQ QJ QQJ cc R d' OK aC cc C � J eC CC 1' Q w S G cc G G G G G G G W W y' G G G aC G IL G 17.' G LC G G G ac G [L G G u w J w J w J w J w J w J w J w J 5 a w J w J w J w J w J w J w J w J w J w J w J w J w J w w W W w W W W li. tL W W w W w w W W W W W W w P O rt rl O O N ni N O O W I-1 O O r1 w4 rl M n1 ri N N N N N In A IA Ln b b O 10 r r d m m 01 Z. W Lt W IL Lb W W W w Lb Lb Lb W W w W W w W w LA u fa U C x E d h G. ]A C O ,n 0 ??O N m > z yL m N lL Ln N N O N N u O m } C O G! J-+ C O. IwtiiMY z N N N N N N N N N N N N N N to N N N N N N N O N 6 N O N O N O N Q N O N O N O N O N O N O N O N O N O N O N O N O N b N O N O N N N N N N N N N N N N N N N N N N N N N ro o� oc ai ai m c6 ro ai m m ad m m ao ao co oc ao m ad CJ U N OJ N Ol V QI w a) w W W N N N V1 N N LA N N IA N N N � IA fA lA to 1l7 Vw1 I/1 c O c O c O c O c O c O c O c o c O c O_ c c O c O c O c O c O c O c O c O c O c O U U U U V U U V U y U ,o V U U V U V U V U U V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 VI c VI c N c 41 c N c UI c N c V1 c N c o c VI c m c o c w c w c N c I/1 c N c VI c N c N c v O V o U O U O U o U o U a U O U O U in o U o uti O ui O O u� p v� O vi O O O u7 p O in N O N O N O N O N O N O N O N O N N sn in �n in in h W h �+ h �' n LL n w h u' h ti' 1z �- h wp O o w w 0 O m w b m w Q o W w o w o m 00 w o O m w o O m w o O m w o O a0 w o : m w o p m w 0 7 m w o � m1 w 0 W w 0 : m w O O m w 0 O mm ai O p m ai O O m w o p m w o p 1W V1 V1 N N VI VI VI Uf VI N VI YI o Vi Y! Y1 VI N o O Y1 � O YI N O N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N IDO N N O N (aO N N O N Q N O N O N Q N IvO N N O N O N P << Q c c� n C c Q c a c c c c c c R M v m tl' m '0 m K m a M V M V M v M 7 m C O1 m 01 w Q1 ® Of m O1 T m Q+ m m m QI m T m C1 O O O O O O O O O O O O O O O O O O O O b N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N a N O N O N O N O N O N O N O N O N O N O N O N O N O N Q N N N = N N = C = N N `V `V N �. ` N N (1^! !� O 1M1 O ti O iz c O O o O O O O Q O p 4 O O O O O O Q a1D m O'a m m` m` m m m` m m m mm m m m m` m` m m m O O O O O O O O O O O O O O O O O O O O O M N m N M N M N M N M N M N M N M N M N M i ? > > > > > > > > > > > > I I i > > > w w w w W W W W w W w w W W w W w W W W W C7 Q C9 t9 C7 0 0 0 l9 LD 0 LD 0 0 a 0 C7 0 0 0 C7 z z z z z z z z z z z z z z `o z z z z z z z 0 0 0 e 0 0 0 0 0 0 o 0 0 o 0 o 0 o 0 a 7 > > 7 7 > > 7 m > > > 7 > > O 7 O O O z z z z z z z z z z z z z z z z z z z z z 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 a a a a a M a a M a a a a a a a a a a a a C7 u C9 u 0 C9 i7 L9 U C9 U' 0 0 0 0 U' U' a 0 L9 0 z z z z z z z z z z z z z z z z z z z z z F P P P r F r W h F P H P F P P P F ~ x 0 x C) 0 x u x 0 x U x 0 x LD x 0 x 0 x l7 x to x LD x C7 x (D x (D x LD x U x U) x U) x V J J J m m ,� J J J J J J J J J J J J QJQ cc iJs(� QJQ 5JQ{ QJ QJQ QJQ QQJ QJ sJQ{ QJQ QJ QJ QJa QJ U ,�Jj G G G G G G G G G G G G G G G G G G G w J w J w J w J u� u� w J w J w J w J w J w J w J w J w J w J w J w J w J w J w J W W W W W W W w w W W W W W W W W w W W w N O O r-I rl O O .� rl O O rl ri O o 'i r1 b b N M M M fN Q V K O N u1 N N lC IG IG �G i� n n ri _! J J J J J J J -v. J 1 J J J J J J J J J w W w W w W W W w w w w W W W W W W w w w CL `"M N N O N N O N N O N N N N O O N N o N N 6 N N O n N b N N b N N b N N O N N 6 N N Q N N O N N O N N O N N O N N O In N b N N O N N O N n OD a N N n m d N N !+ m v N N N !h n w OC w n N N N n 0.7 a N fY P� OC n N N n fG u N N n OC m N N l` W v N N m m N N IU N n N aC to !n N 00 ahi N N m a N N m n N N m Ln N N m m N N m n N N m m N N OB n fn N to at N c o v c O_ t c O t"i c c D D 'G u c O 'Fi c O u c O 'G c O u c _D ii c O u c O ii c O Yi c O u c O u c O " c O u C O u c O u c O v c O u c O u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' 2 2 2 2 2 G O u of G D u V1 L O u Vf c C O O u u Vf v] C O u in C D u u1 c O u v1 c O u lA c O u lA a O u lfi a O u u'1 C O u N c O u N a O v u7 a O u vi O u u1 G O v N c O u u1 C O u N C O u u1 c O u v) O ti LL r, O LL n O N LL O O N„ LL n LL n O O O` O` O N D O N O z O N O N O C O O �, O N O a` O U7 O a vl b y 0 a yl 0 N O a In 6 w O ry 0 a 7 y 0 yl 0 y 0 a W to 0 O O aa Nw- N O Cl O VI W N O (u O a h W N O d 0 3a N wN � O v O W N O d G > N W N O w O 7 N W to O 47 9 a H W y 0 fu O 7 N W ul 0 GI O a N W N O v O a to m to P GI O 7 N W In Q lu O a N W v, O d O a � Ill N � d O a N W N � O O a NI w � N N O m m N N O v N N Q m m N N N N O O c m m N N P c m N N O c m N N O m m N N O m m N N O m m N N O m m In N O m m N N O m m N N O m; m N N O m N N O r m N N O m m N N O LN m m N N O m m N N O m m N N O m m N N O c m r1 OD o v O 01 o r1 W o c O .. m 0 o 1 (O 0 c-4 w o .-I w O ri co O rl co O !:I co O rt co O !:! w O .i 00 O Q co O Q w O Q co O Q co O rl o o 1 1 W o r4 co o rl co o N N O N N O N N O N N N N O O N N P N N O 1 In N O ` N N O N N N o N N N O N N N O N N N o N N N o N N N o N N N O N N N O N uy N O N ul N b N N N o N N N O N N N O 0 0 0 0 0 o 0 n o o n o n 0 n o n P n o o o n P n o n 0 n o o n o o o n P N m l-1 N N N N N N N N N N N N N N N N N {1 i 4 w D O j 6 W N N D m u O o z 0 IA W S u zz wu w U g U J w J w J w W W u NW,i z J w y N N N N ul z N z z a z y u N y u N y u N > F w u z a D w o J w y u In N a:O z z O z O z O 0 0 0_ o w w o a u N a�a u z g W i 2 Z W ll C 3 � L D W a J w .Wj w J W J W O ct O tY O O N a:O: z W a ° d 0 � O O O O W W W w W z O W f W S W E W W L F' Z D F a a F" z 1 p O x N z O. u It z D W W W z W z w v a a a a a W a w LL a a O O rl c!O a l m q N O m O Q 6 No O O O b p O O O o o O b o O o N O m O .+ LL rl LL N LL N C W O D' O O Q O O O C N N m v N W t0 tG b T Itl u'1 0 of IA 0 Ln m IA In m to to IA Ln N to Ln N Ln N LA N a N N 0 N N o N N 0 N N N 0 0 N N N o N N 0 N N 0 N N a N N o N N o N N o N N a N N o N N 0 N N o N N a LV N o N N 0 N N o N N o N h m a IA h m a Ln h to v Ln h m a VF h h m m a a (n W h m m VI h m m Ln h oo m Uf h W a UI h m a IA h o0 ai VI h w u Ln h m a N h co w N h m v (n h IO w W h w a LA h co v in h In m In h o1 a N h co w V) C 0 V G o U G a V C o V C C 0 0 U V C 0 U C 0 V C 0 N C 0 V C 0 V C 0 V C 0 V C .0I.�. V C o V C 0 V C o V C o U C o_ C yo V C a V G o V 2 u 2 u 2 N 2 2 2 2 2 u 2 N 2 2 2 2 u 2 u 2 2 �2+ 2 2 2 in 2 In C O U ul G O U u'I C O U N N C O U N N N G G O O U U LA u'I N G O U^ IA G O U^ N G O U u1 N G O U to VI C O U Ifi VI G O U Ln C O U V1 N C O U Ln G O U^ ui N C O U N N C O U^ N N G O U^ tin N C u1 In G O U h G O U N G O U^ LA O N LL o O N n O N W a N o L. N O� W o h O N u' O N u' n O N W o O N o O N LL M1 a LL C h O N o O N h O N 0 O N IL. o O N LL n O N W n O N IL. ^ O N n p N )\ O r LL h ao m w aQ N m ao N m ao_ N m u ao ao N® W ao o W mo H m ao H m w ao mo N W mo ti m j ao N ao_ w H m ) ao_ N® ma aQ W ao N to aa_ N ma o mo ao N rn 0 N O Ln O Ln 0 i=/1 N O N O N ul 0 yl 0 Ln O N H O vl 0 N O N O Lrl 0 w 0 tali N O 1:3l1 y 0 N O yI 0 In b Ln O b IA N O C rn uA N O C m Ln N O C m N N O C m N >A N N o o N C ivt rh In N O C a N N o C rn VI N o C a N N O C M Ln fV a C eY LA N O C m n N o C a W N o C m In N o C a to N O C m m N O C a IA N O C m Ln N o C a N N O C m IA N a C v IA N a C m O O O O O O O O O O 6 O O O O d aI O m O o O m a a d m d Ln N o O N oo a LA N o O N o 111 N o C N o a N N o N o a H N N N o o O W N o h o o o o Ln N o N h o 0 a N N o N oo O oo a LA N o N P O W o N N o N w O W a iA N o N n O ao a Ln N o Q w O o o to N o t n O W a IA N o N oo O o`o o In N o ti n O oo 0 IA N o N oo O !o 0 Ln N o z n O oo 0 Ln lV a C W O 0 a m N o ` h O oo 0 Ill N 0 Cl-I oo O o`o 0 Ln N 0 E-� h O oo 0 Ln N o Q d O ao 0 N N N N H N M N M N M N In N 1h N f+l N m N tq N Z 5 asa z � a a 'a a o Ln a a to to a J o o z o F 0 z 5 z 3 z 3 z 5 z z 5 z 5 z 3 z 3 W W _ W = Z 2 a a a a a a a a a W a O a W W N J J m W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 W a 5 a Z LA L N to H N tll V1 to LIS (n Ln IA W r2 W W W w W w W U W U a R' a a' O d' o Q' a a a 2' a K a a' o K o K a 1' z z z z o u o u a a u a u a a s a s a x a s a x a s a x a s a x a x a x O a O h a O ^ a O 6 O O ^ O 6 G J O a O J O O r J O O J e-1 O r J H O rl J ry O r J N O ri J o r J O r J •-i J rl r J N r J N r J m r J m r J J CL �1 N N N N N N N N N N N N N N N N Ill N N N N N N N O N o N O N p N O N O N O N O N 4 N O N O N 4 N d N O N O N d N O N O N d N O N 4 N O N O N N N N N N N N N N N N N N N N N N N N N N N w w w co co w m w w m w m w W w co w 00 w w a d a a a a a v w w v m m a a a a d d w v N N N N N N N N N N N N N N N N N N to N N N N C O c O C O C O C O c O c O c O c O c O C O C O c O_ c O c O c O c O c O c O c O C 6 c O c O u u V u u u u u u u u u u u u u u u u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 YI Yl N N N VI N N N YI In 0 UI N N Ifl UI -2 N N VI N N c c c c c c c c c c c C c C c c c c c c c c ULLO U I U I1 U 1 U l ✓1 ULL i ULL U U l U^ N UV^ VI V^ V^ U7U ! U Y U lfNl U N U V! CF ^N Ct ^N U^ N O N N O O N O N O N O^ O� D O O Nn 0 OW n n LL n n n n n LL n 1O n LL LL^ LL n LL n LL h LL nN WN ql O_ N O Gl O_ 01 O W O 01 b Ol O N O QJ o Gl b 43 b pl O y O QI o ql b pl b Cl O d o_ W O Ol O C/ b !V O_ N O O O O In D b O O b O O b O O O O O b O D 6 O In N N N ul N N In N an l!I N N ul In N w N h N N N N N N N N N N N N N N m N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N P N O N O N O N O N O N O N O c c N c m c c c c c c IT m e a m m c m m a m m a m m v m v m c m m a m v m a m a m m v O� 01 m OI T m T OI m OI m m C+ m O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Y1 N N N O N O N O N O N O N 4 0 N p N O N O N O N O N O m N O N O C, O N O N O N O N p N O N O N o LNI N Q e! = % N— N ` N N N 1 (-1 N N Q N ` N N N h O m o r o m O h 4 m O h 4 w O h q m O tM1 O m O h O m O I O m C r O m O D m O O m o M1 0 m m m m m m m m m m m m m m m m m m m m m m m 0 0 o a 0 0 4 0 4 0 4 0 0 4 4 0 0 0 0 0 0 0 0 M N M N M N m N M N M N M N M N m N M N m N m w Z J J JI J J J J J J J w Z Z 5 a a a a a a a a a a a s z 5 z z 3 z 5 z 5 a 5 5 CL S S S ! n a a o a a o a a a n a w w w w w N N 5 z z w w w w w w w w w w w w a a a. a a ❑ m O s O O 'g a a a a a a a a a a a a a a 5 5 5 3 * g �, 9 3 � 5 g 3 Ln Nkh 5 5 Q cz w w s o 0 0 0 0 0 °z z W s z cc z z z cc z 2 = S Z S a a x 2 2 2 2 S S S 2 2 S A a m a d d m m V U N N W 10 h h h h h r O O N N m m a Q rl N eM rw rl rY r1 wt rM rl N N N N N N N N N N N N N N N �„� �-1 ey N N rl •i r[ rl rl r-1 rl H rl rl •i r-I i-1 'y 'y N W J J J J J J J J J -J J J -AJ J J J J J J J J J J O C X E 0 a IA rn O N m p� z A N l Ln Ln N N N � 0o a U O }N 3 C O .a Y C a to N 0 N to N 0 N U1 N o N lA N a N to N o N 1n N a N IA N o N IA N 0 N IA N 0 N IA N 0 N vl N 0 N Vt N 0 N Ill N 0 N UI N 0 N to N 0 N If1 N 0 N V1 N o N IA N a N Ill N o N to N 0 N to N 0 N IA N 0 N cc v IA C w IA C w w VI C w al to C w w IA C w u M C w d to C w m VI C w m Vn C w m to C w a in C w IA C w v IA C w pI IA C w A IA C w ai N C w yy IA C w w Vl C w al VI C co v IA C w a IA C w w N C O U 2 O yy2 yD L 2 O V 2 D V 2 O U 2 O V 2 a U 2 O U O V 2 yd V 2 yO_ V 2 P U 2 D U 2 D w 2 O V 2 N O V 2 1/1 D V 2 UI O U 2 N O U 2 N D U 2 N O U 2 iry N N C O U N �p N N~/1 C O V YI p` C P V VI p N C O V h p N 111 C O U UI pN N C O U Ul pN N C O V N pN U1 G O U ul p N Vf G O U N pN N C O U N `q N` VI C o U N VI C O U Ifi p= VI C O V Y'1 pN V1 C O V Y7 p= UI C O U VI pN C O U V1 pN C o U lil p N c O U N pN C O U tll q N C O U Y'I b N C VI p C C O U r o LL n wo LL n wo LL n wo LL ti wo LL n wo LL n aio LL mo wa wo LL M1 wo �- h vo 4^ n w LL P wo LL n wo LL h wo LL h ojb LL n wo w n wb w n wo w h wo LL n wo 1pN 7� wo m O > m yl O > 2 m N O J yl m N O 7 '2 m a O 7 yl m yl O 7 N O YI O 9 N m N O 7 N `m � O 7 y w u� O 7 w m v, O 7 � m v� O 7 y m VI O > 'D w N O > N m N O 7 yl m N O > yl w vl O > o m yi O > yl m N O J h m N C 7 H m N O J ,A m ul 0 J - mm vl O IA N 0 C M O m N 0 C c O V1 N 0 C M O V1 N 0 C a o IA N 0 C M 0 In N o a 0 Ul N a C M o LA N o C O N N 0 C O N N 0 N O NI N 0 C O 1A N 0 C O VI N 0 C O iA N o C o o N a 0 IA N o 0 IA N 0 C o IA N 0 C O m N 0 C O IA N 0 ^ O Ul N 0 C o lA N 0 C 0 Ill N 0 N o Ill N o N O Ill N 0 ti 6 VI N 0 N O VI N o N O w m N o N O w LA N o N O w Y1 N o �V O w VI N o N O w I11 N o N O w IA N o N O w IA N 0 N O N N 0 N O to N o N Q Ln N 0 N O w tf1 N 0 N O <R N o N o w Ln N o N o w N N a N a m' V1 N o N o cc VI N 0 N O Goo to N 0 N O w 0000 O 0000 O co O m O O O O o O O o m` O co O m o o m 0 0 o O O O O N M W N M v M V M a M V M V In a M O M [r M a aw a a e a ¢ o w o w 0 w 0 w 0 w 0 w 0 w > w > w a �, w a iu z g z g z 5 z g z 4 z g z 3 z g w oQ. w a w QaQ U w a U z w eat. z w a V z w aq4 z w ta�[t z w asa z w °� o w Y c w 2 LD Z Ll z ¢a Qa Ga aQ ¢a dd a. �a{ V IA C VI C In G V1 o V V1 a V1 a U N G U h O U V1 Q U Ln G t, z - F- z Ih- z F z IA O v1 o o 0 5 V1 G to a 5 Vi Q 5 w 0 5 VI O 5 s z i 5 5 5 5 5 5 g g cl g 5 5 5 to N ei ID N .4 h N i-1 h N W o o N O O N W O N M o N N 0 N N o N r l O N M O N ct O N a O N o W N O 11 N nl '1 N '+ rl N N W N J N W N J N J N J 0 U E M m m N H N Ln N N N L 0 'O }U1 7 C O N C a u tU s N 0 0 CD z N 0 Ili N 0 0 CL N N N N N N N N N N N N N N N N N N Lm N Ln N N N O N O N O N O N O N O N O N O N O N O N O N D N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N N n n n n n n n n n n n n n n n n n n n n n n n m ao ao m ao ao m ao m m ad m m m of m ao ao ac ao ao ao 00 d d d d w d v d ) a v w v m w ai a a v m m v a N N N N N N N N N N N V1 {A N V1 N N 0 N VI VI N N C c C o C 0 C 0 C 0 C 0 C 0 C 0 C o C a C o C o_ C o C 0 C 0 C 0 C 0 C 0 C 0 C 0 C o C o C a u u u u u u u u v u u u u v u u u v u u u u u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N G of C N C Vl C N C ; C iA C all C Yl G IA C u C N C w G N G N C N G IA r N a IA G In c Vl G N C uT C O O o o o O O O O O O O O O O O O O O O O O O U V U N U V N U R V�i UF U 2 U U N U N V N U UR U N U U V N U U N U N U 0 1 O N O N O N O N O N O N O N O N O N O� O N O N O C O N O N O N O N O z O O N O O LL n LL^ LL n W^ LL M1 W LL LL^ W W^ W n W n W ✓\ LL n W^ W n W n W LL n LL n LL^ W n LL , CJ O_ OO_ v O w O_ a!O_ wo_ wO_ NO aJ O_ al O_ w OO al O d o m y'f m N O O N N O V71 m N O N m H O N N O N N O N N O N N O N m N O 1�/� an O N m yl O m In O N m .A O N m N O U'! m lA 0 N m y 0 U34 O N W vl O VI m N O N a N O N N O N N N N N N N N N N N N N N lA N N N N Im N N N N N O N 4 N P N o N O N P N p N O N O N O N q N O N O N O N O N O N O N O N O N O N O N O N O C C C C C C C C N C N ^ C C H P H O H O H O H P W O H P H O H O H d H O H m rn m o m o io m a rn m o m o` 01 m ao m m m ro rn m P o o 0 0 o 0 0 o a o m a 0 o o 0 0 0 0 0 0 0 N N N N N N N N N N N N N N V1 N N N N N N N N N O N O N O N O N O N O N O N O N O N O N o N O N o N o N O N O N O N O N o N o N o N a N O N C N Q N N` Nti Q N � N Q ` ti N � N +(`I N N N N N 00 O n O m O n O co O n O m O n O 00 O n O 00 O n O m O n O w O n O co O n O co O b O O O Dom m m m m m m 00 00 a0 W cc00 W w 00 co m` w op ao m 0 0 o 0 0 o o o 0 o 0 o a o b o 0 o 0 o a o 0 m Q M Q m eY m Y H N H N H N H N H N H N H N H z z 0 L7 5 3 g 5 z z a a a a ¢ ¢ z O w w w w F F 5 g 5 g 5 3 z z z z z z z z z z z g a z g g a g i S cL cL N N r a o. w w w w w w O a z z z z z z z z z z z z z z ¢ ¢ z z o o J 0 0 0 0 0 0 0 0 0 0 0 g kn In kq vi in5 5 a a J Jd a a a a a a a a a a s a 0 0 O O O J J L9 0 i 0 0 0 0 0 0 0 0 u u 0 z z z z ac w w z z a ¢ s z z z a FE z 5 3 5 0 0 Q Q N N to m n n H H O O H H N N M m Q Q IA IA V) yr- 1- a rn rm N rl Ln N O N W O a Ul O a L C a T t0 tll 41 VS n Ill 1!1 m tli Ill Ill n In U1 N >n m N m Ifl N N O N P ry O N O N O N O N N O O N O N O N O N O N O N O N O N O N O N O N o N O N O fV N N N N N N rV N N N N N N N N N N N N N ad ao 0o ao ao ad m o0 0o m m m m ao ao ao ao 06 c6 ro ao v v m tr w yy a l v v w a w w w n w i m w v IA to IA N N VI IA I11 IA (A V1 I/} IA N -AVl I!1 VI VI Ill U1 c O c c c O c O_ c O c c O O c c O c c o c O c D c O c O c O c o C O c O c p V t0 1! �_0 11 V �J U U U yD U V a0� tJ U U v v v V V V U u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 c c c c c 41 c 1/I LI C c VI G V1 c UI c N c to C N c Yl c N G VI C: N C N G VI G VI c 0 U o U a U o U 0 U o V a o U U 0 U 0 V 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U o U a V O N O N O N O O N O N O N O O N O N O N O N O N O N O N O N O N O N a N O ti O ti n LL n LL n LL n LL r LL n LL n LL !` LL r LL n LL h LL n LL n LL n w n w n LL n w n �' n w n �' h LL h o v a w a 7 ar a 7 m o 7 a) a H v o 7 w o v o 7 7 v b > v o > v o 7 v o 7 v o 7 al o 7 v o 7 v o > as v a > v P > v o > co v o > co v P > co m O �m InO Nm NO ,gym .na w W uld m NO Nm� NO in Hm` Nb N O Nb 2 hm InO „pro vlb Nm NO ,e tnO ' NO w°a NO yl InO NO NO �w NO N O in O in P IA Ln Yn V1 to Ln If1 v1 Ln In to u7 try u9 m N VI N n N O N O N O N O N O N O N N O O N O N O N O N O N O N O N O N O N 0 N O N O N O N O N C Q Nr � N N N C N N C Q N v C? m - v O m .-I v O m .-I v m O ri a O m .-i V O rm i-1 a O m N a` O m a` m v m v Ot m m m m m m m D1 m Q1 pt OI OI 01 m 01 O O O O O O O O O O O O O O O O O O O O P N O N O N O N O N O N O N N O O N O N O N a N O N a N O N O N O N O N o o Neq N O N o N N N N N N N. � � � N, = = = N N m m m m m m m m m m m m m ® m m m m m ap O O O O O O O O o O O O O O o o o a o O d b N N .^I N r1 N N m N m rl N .-I N N m N m N m w w In 0 0 x x 3 u u z z a cc a D w w tn Ln a 0 0 x x m m u u a a z z W Lx r 5 r t x V1 x V1 x to x N a 5 Q d 7 7 7 7 n n v� In In n (z a aC K z x J J J J J 7 uj uj % 2 2 �' 0 0 0 0 0. EA 0. N w cc w LL d 5 a 5 5 5 a d 0 O O LS J J J J J J J J .I J J J J u u u u u u 5 S u u u u u u 0 0 0 0 0 0 0 - - - - - - - - - - - - - - r r r z a z a z a z a z a z a z a z a z a z a z a z a z a z a u S2 x x z z z x x x z z x z x x V w V w U w U w V w V w V w V w V w U w V w V w V w V w N N IPn N � N uPf IQ ri ri '.i ,-i Iv lv tti ri m m rri m m m 8 uC G a M M N ro Ln N O N V Q a C 0 N C G. Ln C O R] N N 0 l7i N L Q 0 12 0 y> U° N N a N N N a N N N o N N N a N N N O N N N o N N N 4 N m N a N N N o N N N o N ul N O N N N O N N N o N N N 0 N N N o N N N o N N N o N N N o N N N o N N N 0 N N N 4 N N N a N N N o N h h M1 h M1 M1 h h h h M1 h h h h h h M1 M1 h M1 h M1 w oo Do m c m m c6 G6 m m m cd c, a co v u° u v v Lnv6i m a UI a VI c VI N v to u M w Ln w VI m N m N v N a N m N w to m U! m to C O C O C O C O C O C O C O C O C O C o C C O C o C O C o C O C O C O C O C O C O C C V 2 C 0 U M p N Ol O 7 41 V 2 G 0 u Y1 p N N O 3 m N V 2 C 0 u Q N 41 0 V1 V 2 C o u U1 q N W O 3 m N U 2 C O u 1R O N O 7 W VI V 2 y, C o u u1 O N LL n p1 0 7 N U 2 G 0 u M O N W r pl O O co VI V 2 G 0 u h O N W^ a o o m N U 2 G 0 u W O N U. ^ Q O 7 co N U 2 C o u N O N LL n O O O a N yo U C o u N O .N, o h 0 4 o N U 2 C o u Vi Q LL h O O o VI U 22 N C o u U1 O N LL n U7 O 7 N V 2 N C o u IA O N LL^ w O O m N V 2 N C o u V1 O N W r N O 7 N U 2 N C o u YI O N W n N Q 7 W UI U 2 C O u N O L`! 2 �., GI O 7 W Yl U 2 N C O u IA O (V LL M1 w 0 o W N U 2 VI C O u UI O LL h 01 o 7 W N V 2 G o u lt1 o N W �, 6) O o VI V 2 N C 0 u ul O N W^ w O 7 m VI y_O 11 2 C o u Lm D N w 4 J N yO_ u 2 N C O u O iv o YI N N 0 C m M o'o O N N 0 C v O m O N N 0 Q m N oo o N N o N IT b a' O N N a C' g m' O N N 4 (" v O m O N N a C m N a0 O N N 0 N a` O m O N N o C m .+ m O N N 0 C' v O m` O N N o C' m rl oo O N N 0 C v 4 o`rn O N N 0 C m r( m o N N o (� v O rn o N N o C m nt oo O N N o z v 6 m O N N 0 C m .-I m' O N N o I'-, a O m O N N a N- m e-I m O N N a C v O rn O N fV o N m` g m O N N 0 N c O rn O N N o Q m N m 4 N N O ` N N O Q! N N O ti Lm N O N N N O N N N O Q N N O = N N O N N N O N N N O N N N O N N N O N N N O N A N O N N N O N N N O N N N O N N N O N N N O N N N O N N N o N N N O N N N b = O O O b O O o O O O O b O O O O O O D O O o O oo O w O W O W O w O m O m O m o o W O O w O O O W O W O N~ O a0 O w o OD 4 m O Nm o m O W O N m N M N en N M N M N m N In N M N i I i I N N O O z z W a r l7 Z > W a r U Z > w a r l9 z 7 W a t7 z W z O W z > W 0 z > W 0 z > = 0 J = 0 J w Q z 7 w 0 z a 7 W 6 r Q z a 7 w 0. 0 Z g a w a m C7 Z a 7 W a 0 z a 7 W a u z o 7 N LLr ❑ S l� W Q S N f w a g Lu W ❑ S Z a H w m J u Z O w o_ 4J V Z 5 C7 z m 3 a J c3 Z 5 C7 2 m 7 J o. J 5 Z 5 U z m O J a J S Z 5 C7 z m > J a J tg z 5 Z y m > J a J cdJ z 5 Z r to 7 J a J c� Z 5 t9 z m 7 J a. J 5 z 5 O z m O J a J 5 ' g z g > J cis ' g z > S z 5 Q z m O J J 5 z 5 O z ltl a J J 5 z 5 0 z Ol a J J 5 z 5 0 z O] > J 5 z 5 l9 z m > J J Z 5 t7 z m > J J cg z 5 Q z m > J J caJ a u u W a u u W a u u W a z u W a u u W a u u W a u u W a u u W a u u W a u u W a u u W z a u u W z a u u W z a u u W z a u u W z a u u W z a u u W z a u u W z a u u W z a u u ltl z a u u W z a u u W z s x u W N N N N m v d ^ ^ a a d a a a a d a a d a a m a a a V C X E a N m v M G Q N CO .r N N LL LM tn N N N � d u Q i7 yO1 7 C 0 `O 3�J a N N N N N N N N N N N N N N N N N N N N N N N 4 ry as N O N co N O N to N O N N O N m N O N ed N O N ad N O N m N O N m N O N m N O N m N O N m N O N m N O N m N O N m N O N m N O N m N b N D6 N b N m N O N m N O N ad N O N v* m N C 0 V m (n G 0 u d N C o u m N C P V m N c P U m N c P l! a+ N c o U w N c 0 U d N c o V a N c o V m N c o V a N c a V a N C a 4 m VI C o V a VI C N w N C V w N C u a N c L1 v N c V d lA c w N c P U m N C ao li 2 y 2 N 2 N 2 y 2 2 H 2 N 2 y 2 N 2 Y1 2 Yi 2 y 2 N 2 y 2 N 2 y 2 2 N 2 YI 2 YI 2 U1 2 y �A G o u ItS C P v In C P u N C O u N C O u N C O u N C O u N c O v Il1 c P u Ut c O u �A c O u ill c O u N c O u V1 c O u V1 C O u 2 C O u If1 C O u tl1 c O u Y1 c P u V1 c O u ill c O u L(f C D v tf1 N O N q N O N P N O O C O N O N O N O C O N O C O N O N O N O O O N o N O O N O LL n LL n LL n LL n a n w n a^ LL n LL LL n LL n LL^ LL n w LL n LL n LL n LL n w o Op w O 3 w 0 O CO w 0 OO w O O 00 w O co w 0 W w 0 O N~ w o y w 0 w O ] m w a O m w a m w O m w O O W w o m W w o D 0o w O O m w O D w o , w a � m` w 0 Hi w 0 O co O y y 0 y y 0 o o y y y y y y y y y y o y o S N y S y N O N N O a O N N O m O Vt N O v O N N O m O N N O v O N N O M O N N O c p V1 N O m 4 N N O C v O Irl N 6 C m O N N O C a O m N 6 C m O N N O C v O N N O C m O N N O C v O N N O M O N N O C v 4 to N O C m D N N O a O N N O C m O N N O C a O N N O N in O N N O N O 4 N N 4 N O O N N O N 4 O N N O N O O N N O N O O N N O C O O N N O N O O N N O N O O N N O N O D N N O N O O N N O O O N N O `{mil O O N N O �V O O N N O N O O N N O N O O N N O N O 6 N N O N b O N N O N O O N N O O O N N O O O N N O O 4 N N O 4 4 m N m N M N m N m N m N m N M N m N M N M H I z 3 z 3 >_ > > > > > > > > >> >> W a W a W a w a W a w a w a W a W a W a w a Q Q U 0 l7 0 u > Q 0 l7 C9 w w z Z z z Z aw wa z Z z z z z Q Q > m > m > m > m > m l7 z U' z S o > m > m 7 7 m J 7 m O g Q 5 N -� a z 3 z z z z a z z 5 z 5 T z 5 z 5 a 5 to W 0 In g 5 5 m m a N N r �- n z (D z z z z z z z z z z a z z Z g Z g z z z x z z 3 m m mco m In m m m m m zQ ZQ � 7 Ja 7a1 3` Ja Sa SaJ 7a > Q. > a > Z Z cca z `Q a a Sr ��J(( QQJ `7 QJQ eJQ� QJ U J u g w w w V Z V Z U Z U 2 V z V Z U Z U 2 U Z U 2 _ z Z '"� J ' S 0 G 0z Q J J S S Z S S S S S S S S Z V w V w u w V w u w u w u w u u w U w lJ w U w V w V w w >r w r U U y W i rd i f f f f N N to N W N iN d H q a O N a O N d H vi d H m d O w d O u? d d d d. rL d am O dj O uw a H uw a H Lb a N w a N uw a ti a I ui a O Li a U C X G a m t cn C m c a o N m Py z y0 N O to O N N � O 0 O C O N c 0. l M Ln In n of If1 to m N N ul N N to to In In M to M N to N O N o N o N O N O N O N N O 4 N O N O N a N P N O N O N O N O N O N O N O N O N O N o N N N N N N N N N N N N N N N N N N N N N N n f` h h h h h M1 h h h h n h n h h h t` h n h ao m tri t» aC m tsi W W t>o cc ro of m m m tti m ai to m o0 w iu d a a m a a d d ai a+ a m o a m v v v ® v w IA IA VI VI M m N to th N Ln to w 0 0 YI N N In Vt N c C C C C c c c c c C C c C C C C C C c C C O O O �O+ aD+ O O o a O O O O O _O O O O G O O O V U V tJ `J u u U U V U u U U iJ V V U v 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -o N vi N y y y N V1 y y N VI N o Y1 C N C c c ° c c u c C c u c C u C C c c c c c C c c c V1 to u^ M u° - t/1 - N v° ui u° N N u° in ^N u N uc Iry u°° U1 Vf U1 >n M N Vl M If1 N O N O N O ONE O N O N O O C O C O N p N G N W^ W t:, v O W O w 4 w 4 wO h y 0 W n 0 O W n N O W h N O W h GI O W !ti lU O W n Ul 0 W n y 0 W n w o O7 a GI a N a a a W > W > a W a a > m` > a m a a a a a > > a m a ym ym yEO yOU y y y y+� ya0 ypp y ym` ym ym ym ym ym ym ym y ym to m h IA N IA In ✓n Ln In Ln N M N N In N In In to to m N O N P N P N O N O N O N N O O N O N O N O N O N O N 4 N O N O N O N O N O N O N O N O C C C C (: C C C C C C C C C C C C C C C C C v m O' M a M v M M IT M v M 7 M v M v M v M m 'm a+' o0 0+` m rn m rn ao rn m m m tn` oo a m" o a a o o 0 Q 0 0 o a o 0 0 0 0 0 0 0 0 0 0 In iA to to to In sn In to In In In In Ln In to In In h IA vi N O N O N O N O N O N O N N O O N O N O N O N tl N 6 N O N O N O N o N O N O N O N O N O N N N N N N N Ir n h h th n !` O O O O O O O O O O P o 6 O O O ~m O O O O O O 00 oo m OG a0 to m OD m w EO w w m a0 tlp m" to m m O O O O O O O O O P a O O O O O O O O O o a N rti N N M N M N M N rl N M N M rf N N M N rn N J II j I i 3 J Q � la a w vi Q Ln J � O O W ti W cc W W Ir w w w w w � a � � � z z z t t s s n to In {A aR n u 0 0 0 W W m m � � � a M a 2 z z z S S a 7 > LD O O O O vi C u u > 2 2 Z > 5 > z z z z z Q Q O J O J p J m m m > m o j 0 Q Qz az 5 az 3 O Q 2 K 2 ' U U a a a a a _1 a M a uw W w m m m z z z z U ID 0 ID 0 0 l7 0 0 C) lZ l7 In to to S g g z z z a z z z z z z z z m m a m m m m m m m m m m m m w w O O O O 7 7 7 7 > > 7 O 7 7 Q 2 Q f Q D OC O OC O a: O J fi 0. J m J a J a J d J �. J a J a J a. J aZ J tl J c. W to W N W to O r-1 ry O O rt .-t M M M v a O O O rl rl N N O O r1 a a a m a a d m .y d N d N d d d d ni cL M d M d v ti v d N & N d 1/1 i c� U E Q. m In N H m Ln N O N 06 A-� u 0 a C O a +O+ G N N O N N N P N N N O N N N O N N N O N N N b N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N N N o O N N N N O N U1 N O N N N O N N N O N Go m N C O m m N G O m u N C O m m N C O m m N C O_ m m N G O m m N C O m w G] C O m m N C O m m to C O m m N C o ou m N C o W m N a O co m N C O co m N C O co m N C O co W m m N N C a O O w m N C O m m N C O m m N C O ai m N C O u 2 u 2 N u 2 N ii 2 N ii 2 u 2 N u 2 N u 2 Iry v 2 N v 2 Ul u 2 H u 2 H 'd 2 N u 2 VI u 2 VI u 2 N u u 2 Y1 N u 2 N u 2 N u 2 u 2 a o U N C O U11 C O V N C O 11 C O N C O 1 C O f C O 1 G o 1 G o '2 a o U G m U C o C O N C O C O N C C O O C O G O U C O G O U N O O� Oc h ON LL h oN 4 n oc LL h ON Z n oN ti h o� >L �, oN LL o N, L2 E O.N LL ^, O N Y. n ON h OC �' 1� ON, h O� O N� W O N LL N O''� O N m o > N m m o > N m m a > N W m o > N m m o > N m m o > H a) m o m yl m m o a N W m o m N m o m N W m o > N m m o N W m o > N m m o > yl m m b > N m m q > co m o m o > > W m m o > m o m o a m o N N O c c mm 0 N N O c m m 0 N N O c v rn 0 N N O c m m 0 N N O c v aa, 0 N N P c m m 0 N N O c v m` 0 N N O c m co 0 N N O c a o+ 0 N N O c m m 0 N N O c v rn 0 N N O c m m 0 N N O N �r m` 0 N N O c m m 0 N N O c a a`+ 0 N N O N r%1 m 0 N N N N O O N c v m m m o q N N O c v rn o N N O c m m o N N d c a m b N N d c m m o N N O 1 O m O N N O O m O N N O N O m O N N O N O m O N N O N O m O N N O y O m O N N O N O m P N N O N q m q N N o p m O N N O 4 m o N N 4 4 m O N N o 0 m P N N O 0 m o N N o 0 m O N N o o m O N N O O m O N N N N O O O O m m O o N N O O m O N N O O m O N N O O m O N N O O m O M N M N M N 1+1 N N N N M N M N M N in O N D W W N z N N N m m O m O m J 5 C 5 O N H V1 F N N H N H V} H lJ N m U N m J U j U N N N O N O Ln LA Q Q m No m m No m a z 7 z 7 z > z > zw N_ W to p a� C tom( ~H¢ l.1 Q� U J > J O Ln 0 W a[ J 0. � J 0. m 1 4 d N K w 0:' O w G O N 0.' O LA w � LA CC O M D N Q ILww =1 N y � 'ymu S N u y N u a w J N Q a J Q u J d u J Q N J ,�-� Ln Ln N N o U u U o 4 4 u u u u u o u r o! r m z m z z m G G o¢¢C w w Q w Q w Q w Q O O 11 O id O Si O O 11 O Jf O H Q ta_- Q ? O °C O W N N m a N N N to ri V1 d 6 b d O In eL rl m cL ri m d O T m O 1\ d N 1\ d r-I 1` d N n d N 1" d O W d O GoW d N d N d d rl d N '1 N N N N N M N 0 u E Q M M N H m Ln N 0 N [a Id O l7 U1 0 O W C tL z C W r c O m z N 0 LM N �k ■ etc `rj z Lo a N N O N N N d N N N O N ICI N O N N N b N N N O N N N O N N N O N N N o N to N O N N N O N N N O N N N O N N N O N Ln N O N N N O N N N O N m N O N N N O N N N 4 N N N O N N N O N N N O N m m m W m m m m W Di W W W m W W W m w W W m m d N d In w W m N a to v N m w d to d N N m N v to m to w N v N a IA v V7 m N v N w VI a to v VI v N C V 2 C V C V 2 C V 2 C u 2 C U 2 c V 2 C V 2 C V 2 L V 2 C u C V 2 C V 2 C V 2 C O V 2 L a V 2 L O u 2 C 6 U 2 C O U 2 C a V C a U C O U C O U N C 0 u v{ LL N (� do m y 0 C o u N O N LL {� ao N m y D Vi C a u N O z LL F vo 2 W y 0 N G o u N O Z W F mo y m y 0 C 0 u N O � LL F mo y W y P N C 0 u N O z LL F mo N m y d c 0 v N O� LL h wo m y 0 VC I 0 u N a N LL a 0o N yi O a 0 u N O N LL do N m yi 0 r 0 u N O N n o o N m N O c 0 u to O fy W F mo m y O VI C 0 u N O N �- h mo H W y 0 N C 0 u N to N S� vo H m v1 0 N C 0 u N O N IL N ao N m y 0 W C 0 u N O N IL n mo_ N m y 0 a o u N a C LL h oo_ N W O N C a u N a� LL F w o N W y 0 N C o v N a W h ulo 1'il W N d c a u N O� LL F aJo N W y 0 L a o u N a N LL n vo U71 W y 0 y C 0 u N a N lL t:. m o_ y m y 0 r 0 u N O N LL h tuo y m N O C 0 u O w w y N N N O o, 0 N N O C m 0 N N O N m 0 IA N O C m 0 N N O C m 0 N N NO 'r m 0 N N NON ti c+ 0 u'7 N ryO m 0 ui N O o+ 0 N N O m !t m o N N eOv ti o o rn a N N o N m '+ m o N N o C c m 0 N N NQN m m m 0 N N O N a m 0 N N O m m m 0 N N O N a m 0 N N O m m 0 N N rOv ti a a, 0 N O C m o N N O C •r a N N eONv ti m o N N eONv v 0 N N O 0 N N O 0 N N O 0 N N O 0 N N O N 0 N N O N 0 N N o N 0 N N O 0 N N O o N N O Q N N O N o N N O N a N N O N o Lm N O 0 IA N O 0 N N o 0 N N O 0 N N O 0 N N o 0 N N O 0 N N o 0 N N o 0 N N O 0 W 0 m 0 m o to a coo o m` 0 m o mm Q w o m 0 000 0 m 0 m 0 co 0 m 0 m 0 m 0 m 0 m" 0 m 0 m 0 m o m a N m N m N m N m N m N m N m Z Z 5 5 z z z Z 5 g UQ U a 2 0. z m w Z Z O O O O O 0 O O u m V m 5 LL W g z EL z O z N O N O o O 0 Q O f2{ Ln z0 J G a VI La a u J g w O a W a a u g a O 2 2 O 5 N O Z a O g N z g a z O F O W z g> a z O K O W 0 o LL c u z p > m 0 o j LL a O z 0 > m La z W a O O LL z N z LL a O O LL a N z f dd LL cccc O O LL m a z f LL O O LL ¢ m c M l� Z E W O OC o m w t7 z QQ LL LL O CL a 5 o z K O m 5 5 a z i C O m 5 ¢ J a z oC O m g g a z $ aC O m N z 5 z O F G '7" O z 3 z O F Z O z 3 a O Q Z D z 5 a O Q Z O 'L' G J W W W W W W W w W W W W W W W W W w w W a 3 g g tD z Q z 0 z 0 z u z 0 z l7 z 0 z 0 z Lo z l9 z l9 z l9 z l7 z 0 z 0 z t9 z O z O a t7 z Y cc %V% c� O J 0 J_ 0 J_ O J 0 J O J 0 J J O J 0 J 'O J O J O �.! 0 J 0 J O J 0 J 0 J 0 J 0 J N 1)f W k W O m O m > m > m > m > m 5 m > m > I m > m ? m > m > m > m 7 m > m > m > m > m 7 m m v o 0 0 + a H a a ry N m m a a Q o a 0 a o r+ a a O H Q O N N y) 1-1 N ei N ri N rt to rl to .d N •-1 V1 H N N N nl N i-1 N N N N y N tJ! N N N N N N N N N N VG X E H °. In M r'i O O N m 0 Ln in O N N co a v � O a 'S 0 O d G .` a In 0 m In V1 In Ui l!i to ul Uf Ili Ill In In In 1n to In N N N N O N F m N O N h m N O N h m N O N h m N O N h m N O N F W N O N F m N O N F W N O N h W N O N M1 m N O N F m N O N I� W N O N M1 m N o N n m N o N F m N O N T� m N O N F m N O N M1 as N O N F m N O N F m N O N M1 m N o N t` m a In C D a In C o a M C D a V) C O a !n G o d W C D a N) C D 67 Vi G o w V) C D % V) C D d Vi C O N {n G o N V) C q W N C O a In C O a N G o a to C O a Vi C o a V) G O a N) G O al V) C D d !n G O V 2 N U 2 YI V 2 tll V 2 H u 2 N V 2 N v 2 y V 2 y U 2 N U 2 N V 2 N U 2 y U 2 N 2 V1 2 V1 2 IA 2 y 2 1l) 2 y 2 y 2 N 2 N N C O V Ili G O V V1 G O U V1 G D U Ii1 G o U NVNI G o U o V G o U C D U C O U C O U C O U C O V U1 C O U In C O U 1n C O V In C O U V) C O U V1 C O V Il) C O U t!1 G O U I!1 C O V 1A a O O O N O N O N O N O N O N O N O O N O ti O N O c O N O N O� ONE O N N O N O h W h h IL h h �) M1 4 F e F up F F LL F W h h 10 o W h o W o a P O W a o w O w a o O w a b O w a o O w a o w v a o o w u a o O w a o O W Q a o 3 1 a o O w a o O W a o w O W v a o O W a o m` Q a o O w a o O w a o 7 w a o o a o O w a b j O w a o O O y y 0 y y 0 y N O y y 0 y yb y y0 y y0 IR y0 y In O , y 4 y y0 y y0 y�i0 y yP y y0 y y0 y y 0 y y 0 y y0 y 0 ^ O 40 V) N O c .i w O Ui N O c O 07 O In N O c .i w O In N O c O O� O ui N O c r`I w O In N O c O O In N O c H m O 1n N O c O 07 O to N O c N w O Ili N O N O m O Vi N O c N w O V1 N O c O m O m N O c rl m` O m N O N O m P m N O c rl m P m N O c o m o Ili N O c ri m O to N O c P m O In N O c M w O In N O c O OI O In N O N rl w O o N b c O m 6 m N O O w 0 m N p O m` 0 m N O p w 0 m N O 4 m 0 m N O O m` 0 m N o O m 0 N O O m 0 N O O m0000 0 m N O O 0 In N O O w 0 N o O w 0 Lm N O O w 0 m N O O m' 0 N O O w 0 In N o O w o Ln N O O w P Ln N O O w o Ir N O O w 0 In N O O w 0 In N O O w 0 m N O O w 0 tn N O O w 0 N m N M N M N m N fn N m N (n N m N m r-1 N N M 3 g 5 d 5 4 S d S d s a d l7 z d l7 z V z ca z z g z g O z z z z z � Q 4n_ V V s�� tt ¢¢ et z z a4 m m z z m m m m m O m O oC 00 lY 00 U U lr 0 m 0 cV Qd U Qd O O m m 0 J q W q w W Ln LL - 0 °J d °J ❑ ❑ u: O 9 m O 9 a N a z a N a LL LL Z N m 'a N a N LL W z z z z Z z M m 2 2 z z z z g 5 z € Z f z Z a a L9 0 3 5 E � 9 La a z z z z o 0 c� z o z z z z Fa F a m x _z a cc ¢ m O m O m m O O O O z 2K O O O OO O O O O OO O O❑ O❑ ❑ ❑ o m m zz o oz z cc cc LL z li 0o m m O O N N m m G ' W W W W dgy W d W d W d W }d} W ydy W 4 W }d} W W W W }d W 4 W W d W }d W d W d W }d l'J l7 0 l9 l7 u 0 l7 C9 0 V l7 o 17 u Lo Lo CJ l'J C7 l7 [7 z z z z z z z z z z z z z z z z z z z z z z — ❑ — o — ❑ — ❑ — ❑ — p — ° — a — ❑ — ° — o — 0 — 0 — ❑ — ❑ — o — ❑ — ❑ — ❑ — ° — o — ❑ O m O m O m 3 m O m m m 5 m 7 m O m O m > m > m > m > m 7 m 7 m > m m m > m > m m m m m N N m In V v o N N 1 m a a 0 0 0 0 .-+ .i N V) N Ln N In N in N V) N V) m U) m In M M l'�1 in m W M 0 M Vf M V) m W M V) a In N Q Vi V M ? V) V Vi N N N N N N N N N N N N N N N N N N N N Ln N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N o N b N b N b N b N o N 0 N o N b N N N N N N N N N N N N N N N N N N N N N N N n !` N n r r r ✓` n n h n n n n h n A t` t` h h n ao w oo m a'!1 co m m m m m m m m m ao m m rA m m ai m w w w w w w w w w w w w w a w w w w w a w w w N N N N N N N N N N N N N N N N N N N N N N w c O c O c D C O c O c O c C C O c O c O c O c O c O c O c O c O c O c O c O c O c O c O c O u v v u u u u u u u v u u u u u u u v v v u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N C N c N C y C y C y C y C VI C YI c N C N C VI C Vf c N a UI c y c N c 4If c y c N c N c VI c y c U Ut O N LL n U ul O LL n U^ N O N LL n U ill O N LL^ V^ N C N W ^, i 5; N O N W h tJ ^' N O N W ; lj 5" N W� U u1 O n U- +l1 `Q! W U N O U �!i O U^ N q U N W U^ N O U^ N V ui WO U N U i1Y +O. U ill _5 N h U^ N N LL^ U V1 O LLF', V O W O O 7 m N y 0 a o m y b n of o 7 m y y 6 m b 7 m y y 0 N O y y 0 w O O y y 0 w O O 1 y y 0 N O y m y 0 N D y m y 0 N O O m y y 0 N O O 1 y N O N O � m y y 0 of 4 = m y y W O � m y N O � m y of O � m of 0 O m y N O O oo y al O O m y N O 7 m y w a 7 m y Cl O 7 m y w z y N N N N N N N V} N N tf1 N N N N U'1 t/i N N N tI1 N N N O N O N O N O N O N O N O fV O N O N O fV O N O N O N O N c.O N N O N O N O N O N O N O N O i N N N N C C C C C C C L C m m N m a O w m m rl m a O rn m N m v O m m m rf m a` O a n`t � m a` O rn r+t � m a O rn m rl m` v O rn m •i m` v O at m +i m Q O m` m r-1 m a O rn m i-1 m v O rn m r( `w O O O O O O O O O O O O O O O O O 4 O O O o O N N N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N q N o N O N O N O N o N O N O N O N O N O N O N O N O N O N O N O N O N O n N !� r O O O O O O O O O O O O O O b O O O O O O O O m m m m m m m m W m m m m m m m m m m a) m O O O O o o O O O O O O b b O O O O O O O O O r-I N N m N m N M N M N M N m N m " m N m N m N 5 z O Q 2 O m 5 Z O Q 2 O m 5 z m O O rA z CiC K a O J W z N 5 z m O O rn tD z faa a O J W z N g� z m a OO LL 2 z Qd a O J LL w M z m cc W z �73 z i dd a O J LL a m Z z V a O W x z LL LL O a Z z U a Q W m a z I W LL O a g a t7 ? � O LL N zz a C7 Z a O u' J N a O r Q n O LL z s a. O t Q ❑ O LL g cL O 9 cc OO LL N a f x O ❑ Z N s z oC OO LL {{� z Q C a O O z N z m O O LL n N z a O O a m z m O O a N z i z O O a m Z z V - a O OJ W ,al C7 g LL LL O a Z z U - d O W a:g< 1J 0 f 4a LL W O tL a z z o W m S N a z z O W m to z 3 a O a O W z g a Q F n O W 3 z m m 0 0 W rn z cc O O W Z N > > > > > > > > > > > > > > > > > > > > > > > W W W W W W W W W W w W W W W W W W W W W W W 0 l7 l7 l7 u u C7 (7 O l7 O O l7 Q Q U U) t7 ID C7 t9 l7 C� Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z z z z Z ❑ ❑ o o a a a a o o a a in o a a a n n o n n o J J J J J J J J J J J J J J J J J J J J J J J m m m m m m m m m m m m m to m an m m m m m m m Ln LA Ln tan (A VI ttn tLA ttAA ttAA tNA o to tNA h N H o tOA tin tLA Ln tOA p u � C 4 yr G a m o a N m rl z N 0 o rn ,n N N d N u C a 0 O a C .L a 4 wo N N N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N o N N N N N N N N N N N N N N N N N N N N N N M1 ri rri is r: rl� r` h r: � h r: h h M1 n M1 M1 m m m ao aq m m ao co ao ao ac an au co m ad ac au w m ai a d w m ai cr d v a m a m m v v a v m a m a w N V1 N N N VI Vf V1 LA N N V! N 1A to N N N LA N N N c P G O C O C C O C O G O C O C O C o G O G O C O C O C O c O_ G O C P G a c O G O C O V 2 V 2 V 2 �O+ V 2+ V 2 N � V 2 V U 2 U 2 V 2 2 u 2 U 2 U 2 it 2 U 2 U 2 U 2 V 2 u 2 VI c c N yc' N N VI r N N c ✓1 UI N N V3 VI tf1 N rr G O U N Q N LL� G O U N a N LL n G O U N 2 N LL M1 Q G O u N Q N w n G c cg N N �' n C O V N C U' n c C O u N p N w !� C c O u N 2 N LL n c C O u N O N r+- 1`. C O U N Q= LL n G O u N 2` LL M1 C O u `p u- h G O u u1 p= �^ n G O u N p= - n G O u N p y LL M1 C O U N p y LL n C O u N p= Z h G P u N p - n C O V N p N w h G O U N N G O U N a N C O u 4 t11 O N D m O al o O m VI N D w 0 O m UI � O al O O m N N O Q O Vl m ulO O O 3 1m N O c) O N mm �nO w O O w VI �nO O O O m IR �O w 0 O m VI NO aJ O VI m NO d O O W N in 0 w 0 O W N v,O W b O W UI y�0 w o O m N NO y o O m VI NO w o O m 4f �O w 0 O m YI HO 0 0 U1 NO 0! N yb u c Ui N O u O N v�o w 0 V1 +nO N N 1!1 N N N N N N N N N N N N N N N N N N N N O N O N O N o N o N 0 N o N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O C v C m C c C M V a m m C cf m m N a` N n o` a M rn v m v M a M a m m C a C m o O o O O b O O O O O O O O O O O O O O O O N N 4n n N N N N N N N N N N N N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N 0 N O N O N O N O N O N O N 4 N 0 N 0 EY h O h O n O n O P o n O n O 1'� O h O n O n b h O h O !� O h O F. O P O h O h O n 4 P O M1 o m m m m m m m m m m m m m m` m m m` m m m m m o O O O O O O O o O O O p O O O O O o o O O M N m N M N m N M N M N m N M N M N M N rl1 N z 0 O HLL a3 z C7 muazz m O O O N U) z l'J m O O O N zQ J Z V m O O e za J z V m O O z 5 z 5 z l7 zZa m O O y z z Q az m O O M La z 5 (7 QV m O z La z z U m 0 J Occ z N z z d z m rg O " m z a z m cc O IJi 13 (cc n z z LL 0 0 °z ry > w a 0 0 LL a m > w a. I LL 0 0 LL °ac m > w a r a _z LL 00 m > w a r a z LL 00 tC '> w a r z cc 0 m 5 N > w a r z cc 0 m g N > w M r 5 z F o z 0 w > w M r 3 2 F o z 0 • >' w a � f 0 0 w 0z N > w a. r f 0 0 w zz N '> w a g 0 o LL w m > w f 0 g LL w m > w m LL w 0 CG > w 0 z LL w 0 C > w z 5 (.� z 0 w m 5 N z g z 0 w m2 N z 5 z O a O 0 z g z O a O z0 0 g ` z 0 g ° z i 0 00 La o a z 7 o w l) z l9 Z [D z l7 z 0 Z l7 z 0 z 0 Z lD z 0 z 0 z 0 z 0 z 0 z U z > 0 ? 0 m 0 D 0 a LA 0 � 0 w 0 0 o a a a m a m a m a D a D o o m J m J m J m J m J m J u m m m m m m m m m m m m m m m u u u u u u o N M m Q V O O .-1 rl N N N N e� tD N t0 N �O to m N �D N r N N N r` N r N n VI t: V1 n N M1 IA n N ao N ao 1A co N ao N m N ae N Cit N d C X E N a L t v M e m c N m M z ro ^' uc.. 0 O N N tb .s7 U O V yv 3 0 O M u C a -j N N 0 N N N o N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N d N N N O N ir5 N O N to N O N N N O N N N O N N N o N N N 0 N N N o N N N m N N N o !V N N o N In N o N N N 0 N n n r Ir ti r` r; n r r; Go w w m m m co m cc oo ra w to co w co co 0o 0o w w w ra v to m N d N v IA a N w N w N d to v to m N m N v N w N ar (n d N w N v to m N w N v v) m N v N d N C 0 C 0 C o C o C g C o C 0 C o C b C o C a C P C o G 0 G 0 C 0 c 0 C c C C C G 2 2 2 2 2 2 2 2 v 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 y C uv° �'1 O W n N O N m N C N P W n W a 7 m y N C u^ N O W n b 0 7 m N N C u^ N DN„ LL n v O ?� y IA C u ^ N O N LL c1 0 7 w y N G u°O ^ N OS` W n d 0 7 w y N C u°° ^ N Oi W n 0! O J m y y c u^ U1 O N LL n 41 O 7 wr. y N C u 11{ O z W n N O = m y y C u° lf1 O W n EI O 7 m y 0 y C u°° - N P LL n N O 7 w y y 0 r u°° ^ N P LL n d o 7 m y y o VI C u°P ^ N P LL n N a 7 m y y 0 N C u^ N b LL n d 0 7 o y y 6 c N oN LL o y 0 7 w y y 0 r u1 bN W o N O � m y y 0 N C I!1 O N W 1� W O 7 w y y 0 Ul G Iry O N w P N O 7 m y y 0 LI c N 2 N W tZ N 4 7 w y y 0 VI C Y1 P W n CJ O 7 m y y 0 �/1 C 1f1 o qF O � m y y 0 N C VI O LL n N O � w YI y 0 c O W W 7 V1 y U1 n N N N N N N N N N N N N N N N N N N N N N N O N O N O N O N a N O N O N o N O N O N O N O N O N O N o N o N O N O N O N O N a N O N o Q_ V C m Q V C m C V C m C V C m C' V c m CI V Q M c V Q! m N- V C m N N N N C C C m m m m m m m m o m ci H w O m H w O m N co o m H w O m H w O m N m O m rt w O m O O O o 0 o O o O O O O O O O O O O O O o 0 0 N N o N N N d N N N d N N N O y N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N N O N N P N N O N N O N N a N N O N N o N N d N N O N N O N N o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 m 0 m 0 an 0 m 0 w 0 w 0 w 0 w 0 w 0 w 0 w 0 w 0 m 0 w 0 m 0 w 0 m 0 m o co a w o w 0 w 0 w 0 M N M H N N m N m N m O H N m N M N M N rn N m Z Z z z z i a a a a a J th Q ❑ > 0LL w 6 w Q ❑ m 0 w U) G � ❑ w Q ❑ > 0 w 0 4 0 ❑ w Q ❑ m O w V) ¢ 0 ❑ w Q ❑ D O w 0 ¢ (D o w w o a N 0 E N z O F W ❑ a N 0 G N z O r= W a a LA 0 5 t�r1 z O F W a a N 0 t twn z O F W a 0 IA 0 E Ln z O F W ❑ a N 0 F vwi z O F � ❑ a to 0 G ttAA z O F � ❑ a N o G ttAA z O F J ¢ o 0 z O C N J F O N z O G W Q o z tA z O G N R Z w zLA O E N ❑ La O O z f ❑ a O E N O z f z 5 EL 0 z z 5� q z F z V' z d z 5 O z 2 ❑ 2 ❑ 2 ❑ 2 ❑ u ❑ ❑ z O LL ❑ z O W 0 z Q W ❑ z o W ❑ z 0 LL ❑ z 0 W ❑ z 0 W O z o W 2. E ga W 2 f ga W 2 i g W z `fa LL LL 00 cc °o cc t z M F z D z 0 z D rt *i N N m rn V V H N N H H rl N N M M ry N nl H ri rl rl rI N tY N N Pl m r-1 ''"� N N of to o, lA m N d N d !A ❑ N ❑ N ❑ to ❑ N ❑ to ❑ N ❑ N ❑ N ❑ N O N ❑ N ❑ N ❑ In ❑ In ❑ IJ7 O N O N O N p u m E c a In C a ,n O N c0 3 Z l° in � o O N N 4 QD m O a c O a u c G. O r ItN 4' J = W J z .A N o N U1 0 N N o o N N N N o N Ill N o N N N o N n 1A N 0 N n In N o N ti 1l1 N o N tl'I N o N In N o N m N o N to N 0 N In N 0 N m N 0 N 0 N o N m N o N IA N c N 0 N o N LA N o N V1 N o N n 1� m 01 1A M1 h to m 4J v kn vl 1� m W Ul t� m N W m N V1 m 0J VI m 0 i\ m d Vi M1 m el Vl M1 m W W h m W Vl h m O1 Vl h m 07 V7 M1 m 01 in M1 m C1 Vl M1 m 6l IA M1 m W Ln M1 m 0J Vf t` m d Vi m N Ul C O u c c O O v c O_ t c O it c O u C O u C O u C O u C O u C O u C O V C Q t C O u C O u c O V C D V C O u C O u C O u c O V y 2 ul y 2 y 2 N 2 VI 2 y 2 VI 2 N 2 V1 2 VI 2 1/1 2 VI 2 N 2 Ul 2 VI 2 VI 2 VI 2 N 2 VI 2 VI ii c O to c C O O v: c O N C O Vl C O u'I C b u'I C O N C O N C O N C O VI G O 1+1 C O Vf C O Ifl C O lA C O N C O Ift C O u'I C O Vi C O N c O C M1 O ry p LL r O O O i O C LL M1 O LL O w o �j O a)Wl O1 O N O moo z 0 �m N O Dm N O =w W O =m n O �w d co 3m G1 O �w N O �w W O �w N O Sao m 0 �m N O �w N O moo N p �w N O �w N O �w m 0 �w N y y 0 9 y y 0 y y 0 y y 0 y y 0 y y (? y y 4 y y 0 y y 0 N Vl O y y 0 N y 0 y y 0 y y 0 y y 4 y y 0 _ O y y 0 C4- M m 0 0 Qi Q' al 0 n N O O w O n n N N O O O r1 W N O O In N O rl N O v N O r-1 N O v N O ry N O n N O = N O v N O rl N O v N O ni N O u, N O r1 N O n N O = N O v N O rl N O a N O � N a N O N N v N O N N It N O N N v N O N N IT N O N N v N O N N v N O N N v N O N N N M r1 p p .y rt O r-1 O rl O O I i i 4 0 .�i Fa- N OIbn o 0 o + m d M vl o 0 w z aa J t N a a c 3 g a w 5 3 5 o a a a ° k a a w F °: Z w wo u<z o uG ag� z z z O zw S a a w w w J w w W ccw w w N N O O Q z > z o z w z w z z > a a OV Lu > > U C� l7 u. Ii O >i 3 U (D 2 2 O n M to M LL O VI '-I LL o N W O M t LL O V I LL O N I LL O IO I w O h LL O m I LL O Q1 I O O O rw . -I O I O N O IO O M O V O O tlt O O ID b O h O O m O O 01 O U c X C GQ. Ln L a M c0 O N m H @ N � Ln N O N m L u O u 0 a c 0 ro c �L a .n tn In Ln N v1 Ln to V1 0 0 N N 0 0 0 vl m tll 0 Uh 0 N O N O N O N O N O N O N O N O IV O N O N o N o (V O N O N O N O N O N o N p N O N O N O N N N N N N N N N N N N N N N N N N N N N N n n n n h h h n h h h h h n n h n h h n h h m m aC 0� m W m 00 m m W 00 f4 W W EO 00 W CO W 00 W d m d v w a A u d d v v n w n w m a v ) m a N t13 N lA N V1 U1 ;n N N N IA N IA V1 N VI VI N N V1 N C D C D C O C D C O C O C O c d C o C o_ c O C q C O C O c O C O C O C D c b C O C O C O u u u u u u u u u u 'G u u u u u u u u t'i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N A ✓1 N N N y y N N y VI YI N N y A VI Vl V1 N 0 C O C O c O c O C O C O c O c O c q c O c O c O c O cc d O C O c O c O C d C O c O c O V O o U N [� o N LLin LC Vh O LL tn O LL 4n O LL N O CI n LLV^ LL Nn �- Nn W- h wO h LLO n VvO- '2 in5 (2w Nn O tiO uNnI LLO h Oti Utin1 N- O �O O 0 J y f0 y0 w O J y W y O w O J y W y0 41 O 5 O � O m O J y coy� y0 LJ' O J NO 0 O a W y�0 d O J y 00 y q 'i O J y goy NO O O J W y O O O J y co y0 W O J N coy y0 tl1 O 7 00 yq v Q 3 y OD y0 W D J y VC y0 d O J y OD y O m O J y coy y O W O J OD y0 d O J y 00 y0 W O J Iy � O w O J W y O GI O J I = O a v a v v a v a v v v v a a a v v v V v v v N 0 N 0 N 0 N 0 N 0 N 0 N 0 N o N q N o N 0 N N N 0 N 0 N 0 N 0 N 0 N N o N a N o N O N O N O N O N O N O N O N O N O N O N O N N O N N O N O N O N 6 N O N O N N 6 O O O `N ` N N N N ` N rl N .-t N a-1 N rl N rl N rl N r1 N rl N rl N ri N rl N rl N ri N ri N ri N �1 IV e-i N N fV N N r1 N N ri N eV 0 o O O O O p p O O O o p O O 9 O D D O q p O O t M O ti ❑ W Ln D O O o + + m a rn r+ N LL °a 5 Y ¢ OC' Ln LL z 0.6 5 Y O ¢ ❑C' LA LL o0c 3 Y O ¢ cca F w Z > w 2 > a 11a-- iu Z > d F w Z > a 7 La � !zu- N W a tz7 O w ❑ Q Q w CA a a U❑1 a w z 0 N w Y O Z ❑ F Q Iw=- O Z ❑ ac O v"-� YQ �.- 0 Ln ❑ = w d N =w 0 VI a Q U 2 S2 wp 4 t7 VI z w 2 J Z = V Z T in Ln < O 6 2 in Fc Wp Q 9 Vl a p Q 9 Ln ¢ w QLD Z � X W a LU Z ❑ 5 Z h n h h n n n n n n h h n n n n n n n n n n n h n n h n n n n n n h n n n n n n n n n n LL O LL O LL O LL O LL O LL O LL O LL D LL O LL p LL O LL O LL O LL O LL O LL O LL O LL O O LL O LL O LL O rM+ .a-� r�1 N N N N N N N N N m I~yl U E O. M M N Cl m N N N m u V O a 0 0 L C a u tN0 LA t a � 0 O Lb z N la 0 th N d �J to N 0 N m N o N to N a N to N o N to N o N m N o N to N o N N N o N m N o N m N o N In N o N ul N 0 N In N o N m N o N m N o N Ln N o N UY N o N m N o N m N o N to N o N u% N 0 N tin N o N LA N o N n w w N C h w w N C h m w N C r m w N G h w w In G h m w U1 G h m w In G h m w V1 C h co w to C r oo w In G h W w Ln C M1 m w Ln C M1 m w Ln G n co w Ln G h m w VI G ^ LG w Ln C n Lp w Ln C M1 00 a Ln C h LA w Ln G f\ W w U1 G fr m w Ln C n w w to C n w w 0 C p o p o 0 O O O 0 o 0 0 0 0 0 O o o o O o 0 o 2 VI ? {� 2 tIL 2 UI 2 N 2 N 2 N 2 I/i 2 N 2 H 2 YI 2 N 2 VI 2 VI 2 N 2 N 2 fA 2 1. 2 N VI 2 2 N 2 N C V LI'1 G U N C U U9 G U N C U V7 C u In G U 2 C U N G U Ln C U^ G U^ h C V^ ut G U Ul G U U1 G U Lo C U tNNll C V u'I C U Y1 C V N C V VS C U G C7 �/i C U LL n L4 M1 toL n 4o M1 LOL ^ LL n Li n loi n Lpi h tL n LL n Ld lE n 4 Li ^ ti 2 n Li n w n LL n k n o 4. ^ eVeVVf 4L n U9 n IOL W O 7 W N N o 7 W N EI o 7 N cu O 7 VI O w o 7 N O w o 7 N O 0 o 7 N O y o 7 W N O w O 7 I/, 41 O 7 N N O 7 H N o 7 VI o O 7 m N W 4 7 I VI N O 7 m N W O 7 m VI 4) 0 7 m N w O ] 1 N N O 7 1 YI CI O 7 m N m O 3 N o O 7 In d N H O N o N O UL yL H ,n UL H v N a N c N e N N N a N a N N N N N N o N a N v N a N N a a N o N O a N O N N O c N 0 a N O a N O v N O 4 N O O N p O N O O N O O N O O N o P N o` O N O O o O o o O O N N N N N N N N N N N N N fV N N N N N N N N N 0 o O O O O o O O O 6 O O O O P O O O o O O O H Z w a W w U Q m 0 w Q Ln z z W o 0 o w oLn 2 z O O w J z 1-1 m O + a -L w O a J Z a H .. v~i .e to N Z w O Ln u~i a Z Lz C7 g H ¢ V a a N w K wa' N w o + o o wd z g Ln Z O F O O_ z Lu ZLu F z 5 5Z LL t LA a a a Ly 0 M J u. J u. J u. J u. 1+1 ~^ J u. J u. J u. w W Z ra `; t O Im o o a � a oa �n m w � g D a O u O u $ O u Z J N J Ln J a a w a a w a a w a a w w J w .� a a w a a w a a w Ly 0 O a o = U O 0 Z ¢ In 2 ¢ <n Z in Z ¢ Ln J LA J V JQ d J 9 w w w w LL c LL w w w w Z O zm 0 Q S ¢ L ¢ O w O w O Ln to E vs f 0 & a 2 a f Ln i v F to f n z 0 nz 0 nw O Q d O a a a a a a a a w > w > a a z a a a a a o a 0 cc 0 7 2 m a G N 5 m m w w w US VI VI to Vi h r LL 0 eNn M1 r LL 4 n n LL o M n n LL o m n n LL 0 m h n ll. o m n n LL 0 m n r LL 0 m n n LL o v n r LL o a n h LL o v n n LL 0 a n M1 LL 0 v n n o 0 IW n n 0 a n h w 0 a n n LL 0 a N n LL 0 a n n LL 0 UOi r n LL 0 Uni n n LL o in M1 n LL 0 umi M1 n LL 0 u�i U c x E 0: M G. IA L D M C O N1 to N U- Nin O � tV 07 � m N q N ui N O N in N O N LA N O N in N O N in N O N In N O N sn N O N �n N o N N O N m N O N ul N O N w N O N In N O N m N O N m N O N N o N m N o N In N O N in N O N In N O N In N O N to co co W ED w m co Co co w w 00 00 co co c0 co w co w aC m In m In w VI v IA m In d W In m In v y m 1n a In a N v Ln v IA v Ln a VI w 1n v VI m IA a N m UI G G C C C c c c C C C C c c c G G G c C c C Vi N n o m O O V 2 y C O U V1 d ry LL n m o J ym y 0 O U 2 Y1 C O U Vf d= LL n m o J ym y 0 O U 2 I!1 C O V N p N LL^ m o J yam y1 0 O rJ 2 y C O V In N LL n m o J ym y 0 o lJ 2 G O V N Q N LL^ m o J m y� q O V 2 V! C O U U1 p N LL h m o 7 ym` y 0 O V 2 YI G o U Vf p N LL^ v o `J y`m y 0 O V 2 VI C O U V1 N LL^ a o 7 y `m y 0 o V 2 N G D U ti O N LL n m o 7 y m y G O 4 2 V1 G D U Ul p N LL d o J y m y 0 O r 2 VI C O U V1 (`V LL h m o J y m y 0 O U 2 G c O U Ill C LL n m e J ym y 0 yo U 2 c c O V U1 p w n y o J ylm y 0 O V 2 VI C O U Il1 p ti LL n lu o J ym y 0 O V 2 y G O U �1 p N LL n ea o J yoo y 0 O V 2 m o V H p LL n v o J yam y 0 O U 2 r O U �'I LL n o o > O H m O U 2 YI C O V LL n m o > ym y 0 q rl 2 r D U LL h m o J y m y 4 O V 2 G O V LL M1 v o J ,gym y 0 O U 2 C O U vl ti. n m o 3 ym y 0 O V 2 G o U ul u' h m o J ,gym y 0 a N O el a N o N v N o N a N O N a N b N a N O N v N O N a N O N a N O N a N O N a N o N a N o N a N O N a N O N a N o N a N 0 N a N 0 N a N o N c N O N a N O N a N O N N a N O N N rl N N fV r1 N ri N ri N ri N .i N N .-1 N H N rM N ri N ri N ei N rl N rl N rl N rV N M N rl N N rl N N IV rl O O O q o o O O O O o O O O O O O O o o O O O O O O O Q Q Q O O d � � � Z J Occ z , 0 p a �i Z < a Z Z g tnrL Q p 2c W m 2 W m d2 a N z m Q2 C VI z m dx a Lei °z m J a p < W Q z g O f O Q f O O w O G x 1O- a C cc O i-n C a�K O ri o w Z V o w g F z z N O u u a w < In O a, w < Q �zry (n 0 w l7 z to W z W w j a z w Vcc to z w a[ � z 5 w z 5 w a Ln z g w d uri z ¢ uu LLcc h z u~ Q a > w Ci N a O n n n n n F h h n n n n h h h n n M1 n LL 0 l.L 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 LL 0 tl. 0 IL 0 LL 0 0 LL o L1. O LL O LL O QL w V C X C to 9 C a O. N C M � M O N m I" l N 0 In tn O N N cd m II Q N an H L N m In In Ln m Ln t11 N Ln to Ifl In M u1 0 Ln N N O O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N N N N N N N N N N N N N N N N N N N N N N m m m m CD CD m m m co co co m co co co m m ac m oD m a1 n w w w w n w w W w w w w w w w y w w w w VI N V7 VI w LnV1 VI N V1 N 1/Y N V) N V1 VI Vl Vl Vi V7 V) c G O O c O c c o c 0 c 0 C 0 c 0 c o c O c o c 0 c 0 c o c 0 c o c O C O c c c c o U U .LO� U V V 4 V 4 V V V V V V U U U V V 1_2+ V V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N N N Uf N N N VI Vf N a2 y VI Vi iM1 a2 y N V V C C O 0 c o c o c O c o c O c O c o c o C o c O c O c p c O c O c O c O c q C O c O c O U u IlS uY o �V �p N LL h LL U VI `o N LL ry U H ip N LL n U N O N W n U h �p N LL r U �'I p N LL^ U Ill N LL h U u'1 �o N W n U m p N LL n U ul N LL^ U N p N LL n U N Q N W^ U N N W n U N p N LL^ U N N LL M1 U Ul p N LL^ U N p N LL n U N p N u9 ^ U Vf N W n U to Q N LL n U N p N LL n u a u o y y y 0 L. w o y N O w o y y 0 w o y y 0 u o y y 0 u o y y 0 w o y y 0 u o y y 0 u o y y 0 u o y y 0 w a y y 0 w o y y 0 w Q y y 0 w o y y 0 w o y m y 0 u y 0 ' m y m g y ' O m y w o ' m y y 0 w o ' m y y 0 w o y y 0 u o y y 0 I v a v v v v v v a a a a a a a v v a a v a v N N O O N O N O N O N O N O N O N O N O N O N O N O N O N o N o N O N O N o N O N O N O N N N N N N N ` ti ti N N N N N N V N ` C N N O v v O !D lD O N N N v N v v v v v V v C v v 1 W W H W H W ti ti W ti W W W W W W W W W W N m H O C7 O m O m" O o O W O ri W W W H W c H H o o o O o ai O D O D Do O o W O o W o o W o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 I i W F 0 0 0 O o w C � In a w cc Lu o JQy q' w w o QJ 1j w w 0 r p F 2 O N O 0 p H z O N O O 5 a a 3 J eJ1 9 > + w Q p o o FQ iJl J d z d d H 3 z J w ¢ o O ui G O O O m Jl w Q a¢¢ d H 3 z J w G 0 O m O O O m .wJ 0 K Qa a " 3 z J R'. uw 4 g K 3 J J > O + c+ -A" p r o 0 m O H d `n vi 0 a z d 0: w w v, o o + H Q v) Or p O + m D W m H d Ln (A 0 �a z 6: w w v, O + N Qr In 0 r o O �t Q N l0 W W d. Ln Ln 0 a z IL w w w ,n o + N FQ h 0 r 0 + r�l Q N Q N H d LA W 0 a z � 6: w w m a U. w ¢ 3 a 0'. w ¢ 3 a fl. w Q 3 FF n S w M Q z Lnvai m o o: w V Q r z m c W V Q z (Av4i o cC N Q 2 h h H LL N O LL h O H N o O rl N c O W N o 0 H N W O H N Q O N N a Q H N a o H N a Q W N LL O O H N LL O H H N LL O ry H N LL O �'I H N LL O V H N W O H N LL O ly H N LL O h N N LL O m H N LL O N H N LL O O H N LL O H h H N n'7 V N O h m 01 H W H H W H W W W H H N N 8 0 uC G a M ,n N t^7 ro Ln N O N Cd L b x u C cc N V C O O z 0 N N .n Q r= r IA IA N Ln Vf try u'I Ln t1f iJ1 U1 m to m M ui n M 1A N N In N O N o N O N 0 N O N o N 0 N 0 N O N O N O N 0 N 0 N o N O N O N O N 0 N a N O N O N O N N N N N N N N N N N N N N N N N N N N N N m m 00 00 m m 00 w 00 cc w w w 0 w w w 0 O w w W w ai m `a t m m w m m 00!! v m a m m m m u" w zto I!I VI VI N V! IA VI VI N 0IA VI VI IA IA VI VI LA IA IA fA C O C O C O C O C O C O C O C C O C O_ C C O C D c O c C D G O C O C C C O C O V V U V V V -uli YO U G yO7 U V u Y _O u tJ u u a0_� U �O_+ V V V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 y YI UI VI N N YI N �! N UI 41 N N N NL/1 y N y c G G C C C C C C C C C C C C G C C C C C C U U Ill U N U IA V N U U u'I V VI U N U to V KI U Vf U^ tll u^ t!1 U Ifl U U1 U V1 U vl V^ fA U^ U1 U V) U^ IA V1 O N O N O N O N O N O O N O� O N o C O N O N O N O N O N O N O N O N O O N O N p N LL^ LL n LL^ LL n LL^ ti h LL n LL n LL n LL n LL LL n LL n L. h v O v O v O v 0 Ol G QJ O w 0 v O v O v O v O v d v O v O 01 O v O v O v O v O v O v� v O 7 y m 7 y m 7 y m 7 y O N 00 O N m 7 y 00 O y m 7 y 00 O y 00 7 y o0 7 y 00 J y� m O y m > y 00 > N m > y m > y m ' y� co ' y 00 ? y 00 O y m y O y 0 y 0 o y 0 N O i O of O 10 0 in d N O y 0 y 0 y 0 N O y 0 y 0 y 0 y 0 y 0 y 0 y 0 y 0 to Ln N N lA to 1A to LA V1 ul N N W Ln N lt� 11'1 N if1 to Ifl N O N d N O N 6 N b N O N O N O N O N 4 `jT N O j N P N O N O N O N O N O N O N O N O N d N O v c 'ei a a a a c V V 0 a a ,F`v a Q a v Q v C a 0 0 0 d 6 O O O O O 0 a; O o`+ O rn O rn O rn O a, O rn O rn O rn P rn o rn p m P o a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a v a a v a v v v a a v a a a a v v IT v a v ry a N ON N O N O N O N O N O N O N O N O N 0 N o N O N o N O N O N 0 N O N O N O N 0 N O ti N N N N N N N N N N N C N N N N N N ,N! t e-1 O to O ID O ID 0 �O O �G O ZO O �O O m O m O m 0 ID P m 0 l0 O l0 O l0 0 �G O w P w d w O to !ao UD C1 m m m m m m w m m m NW m m m m m m m m m m O O O O O 0 O O O 0 O 0 0 0 0 O O O O O O O O O O O O O O O 0 O O O b 0 O O 0 0 P 0 O O I I I i tn + J a 0 a 0 o 0 a " tLZZQ Ln Al J J Q g J z N J J J j ti d Q y H Gm LL 0 aye O W cc a o g w W cc w< w w< w Oa 5 E 5 z Z 0 o o z z z z w c� u LD N a a a W c O ¢ a in Z N IuI-- "A- i-v Ci �i o p Z 1 1= C z G 3 v~i v�w o J 0 0 o t7 vw �o vim" i vw u< wcw ,u cc aN z Ln w 0: LU > 2 In > w 0 aoZZ ZA VO w ? m u N i to of N p m Ct O N M 1A tD h CO T O ra N M C �D N h LT � ni N N rq N N N N N N N N N M M M M v K QL ui E H Q IA i N m z � N W N N O N CO .0 U a 0 �y 7 O O a y C .O a 'T m In In in In N N N N N N M1 M1 M1 M1 M1 M1 co W m W W W IR In Ian to NI N 0 0 0 0 0 o 2 2 2 2 2 2 G C o C O G O G O a o 0 O{y O� ON ON D N O 1L M1 li M1 n W o o W w M1 coV1 W w o a W a _ W a _ W a o_ W N O N O to yl O N yl O N VI O N ul O LA In ul VI VI n N O N O N O N O N O N O N N a` o IT v It a 0 0 0 0 0 0 aI O eI O rn O m o m 0 m 6 a v v It v a o O o O O O N N N tV N lD 0 IO 0 to 0 tow 0 0 t0 0 O O O o 0 o 0 0 0 0 0 0 0 O I E O O a z a z s x z z z z z S 0 J w w G Q J J O z z O W m m m m a 0 S 5 5 S Q i z � F 0 J J J J J r o N G Ln ° OM1 vcIl b ID h EXHIBIT C C ON,TRUCTION SCHEDULE Froglurtdgn Per Working Per pay 11#y Gays Rhase 1 Total Phase Working Da 79.77 I_pmc watrr 1 p 130 - 15" L14 Water tine £1l 130.130 If 1. LILT 4 16 16" (•9M DR• 4 i 30,00 if 11.12 3) 3DS - 12' DA Water Line 100.00 Ir 0.35 41 1531 - 12',C-(kYjDR-1e sv 100.w If 5.10 51 8 &"4.-9001DR-1.4'F4&Lgerl X1 125.W it MIS rip 20 6" (-1A)0 f)R-14 04 teall @ 125.00 If 0.16 7p 3 6" (-W'j DR-14 i7ompstir 1ezO A, 125.00 If 1106 ep 130 - 30' Steel f..aiinp wjj Spacers Ifiv-Ba[e) @ 100.00 if 1.30 91 G;0 24' Ca5ine wor/ Spacers loom-cutl JR, 100DO if I) w) 101 1 - 12'a.12' Cut Ira Tee tm 1.00 ea 1.0E 11l A FH IM 10 HCl Era 0.40 12l 7 - 12' Gate Valve @ 30.00 ea 0.23 131 1 A"6ate'waAw 4 40.1)0 ea 0.03 141 S - 6" I ale Vrh,@ 9 40 Fl(3 as 0.13 151 37 - [hictile Iron Fittings @ 20IO`] H 1.85 161 8 ve1-rrcalDU41Ike Iran;iRill& A 10-DO c-a 0.80 171 1 - AutDIAili C Flu6ltir-1a Calve 0 5.00 ea 0.20 181 1, A" Ta I101a hlrtrd w/ I3gl)ass P 3.30 H O.w 191 2 3" Don*itic FAt-T Y' Sep' B'gpass 3.30 ea 0.61 201 1 - 2"IrrigationfPrdca r 1ACori ea 11.10 2111 2 - Demo Poly Pig S.00 ea 0.4fa Sub TotaalWorking 0aays 14.8Z IPR[ Sewer 1) 254 - R" DI Spva-r Pagaa ili�• IS001;1 If 1 fa9 2) 1378 - 3" SDR•26 9 1SD-00 If 9.19 3) 19 - 8" CAR-18 Spy>,Q1 A. 15000 If 013 4) 254 - 20" Sit --I casing €u' 10D.00 If 1.54 5j 120 CSS sack till 10D_00 If 1.2(1 61 60 - CL%t BackfiB 100.00 If 0.60 71 1 4" Drop SSMH v)(corrosionj'EPoxyt sating Lam' 3.3U ea 030 $) 1 - 4` iSMH wJ Hydra%ilir %irle & Epowe (nating 3.30 Pi t3.0 91 1 4' 55MH w,r 5Vmeti19111 Lid 3.30 U 0.3r1 jl}I 7 - A' 55MH ! ' 3 35'I as a 12 I11 b - rierufl water Stew ,L; 20.00 e- 0.30 Sub Total Working Days IS." IPRC Storm Drain 1) 51 21" mcp rta5s Ill (P 150.(+0 If 0 14 2) 190 - 2A"" R:CP class III 350.005 it 1.17 3) 287 3iY RCP Cias; Ili a>M1+ 13 1,(x;* if 2.21 4) 1 Canmeet <o Exist RCA 3.30 ra 0-30 51 1 - 4`x4 )unction Fdox Cfi 3.30 �;' (1,61 61 6445 - Rock Rip -Rap 0 900.C4.? 5f 7.16 71 30 - Reniu.* 21' RCS' 0 300.C16 if 0.10 8) 2 Renlove HeadwatIM-T 51K rli 0.40 9) 149 - Remove(r,nrretc Rip -Rap rn7 Icv.x)1111 "1 015 Sub Total Working Days 12,]3 SUBCONTRACT AGREEMENT - 2025 EXHIBITC- CONSTRUCTIONSCHEDULE Page] 2 SUBCONTRACTOR'S INITIALS .PM CONTRACTORS INITIALS BtACKLAN❑ PARTNERS, LLC TYWT_Sto_rm Dralm - 3# 1s•7 - 24' RCP (las, ill s` 10000 H 167 2} E3 IV RCPeldiafil 20,I)D3 if BM 3# a - 24' 61 s%tp-i'U 5= 3.30 a3 1.23 4, i - 19' 6.1 PSET.jP -Ki ass 11 3] 51 1 - 4`x4' J;irxtf 4+a BDK 3 X0 i11 }t'I lii 1 - 4'x3' PAZD In4t Style ISO 40 ea 11. 3i1 Sub Tote] Working Days 5.23 Fire Lin i# 3+013 8" C-S-00 DR-14 Fite, Line Sm 30:].Cx7 i1 3.38 2i 410 h" C-" I,)R-14 RTa Line l5` of BIr1E) asp 125 0ti it 3 28 3) 40 - 6' C-900I)R-14 FH Leari f3 -100 if 0-13 4.r 1 - B" K DA & v4i.ilr. 10 (.130 si 3 Ftl 10.00 ea 0.30 6; 3 S"GalvValve 420.00 ed 0.03 7r 10 - h"1<aT?Valve 0 40 (if) as ti 2S t<# 5 h" Ristx I' AFF i?r 3 YO 1?0 I -Rd 4E 32 .. [Iurtile iron Fittings €7 40 (11) ea 11 90 Sub Total Working Days 10.334 Private Water 1# 10S7 - b" C-90(JDR-18 DDFT1e5flC Wl, (_<°..� gor-,.w If 4.61 2; 425 9"PYG s"dL 01 -1J5.€K! 1f 1.05 3'r 1 a" DC.DA PAV tlati 0-1 3._30 ra 0.30 4) G - 3" Gat-c vah,e vtj 40.00 ea 0.15 5) 37 rhic#ale 1",n Fittlrlgs tr 4001 ea tl.�a3 Sub Total Working Days s.04 Pr1yll ssvrer 11 35 y 8" SUFs-35 1 t.75.0rJ It 2.03 ZI 354 .. €i' SUR-35 15' Of VU113 1 K�� ) 7 �.%4'i It 2.02 3) 8 4" 5VAR-35 #a of Bldgy.I 1r, 175.00 it 0.051 41 1 - connect to ExiA 3.30 ea 030 5i 1 9' Drava SSNAH 3.30 c:a 0.30 61 3 - 4` S•Sis♦1H s . 3.30 ea il.S11 71 21 - Cleanczuts rs 21D.00 61a 1..05 sub Total Working Daps 667 Private Storm drain 1i 128 - 30' RtP Class III If 0.98 31 21; - 24' RCP r11;.5s III rs 150 C63 if 143 3) 19 15' ftcr- class III 1 0100 If 0.13 Al 1 • $s'bt1'i IIIIVIK�I) so'.. I.Y.1 04 0 30 51 1 - 5'x5 Jun,-Wn Box 3.30 ed 0- 3 61 3 - 4 X4" ItlatcTi+ fF Do's It' 1 30 Ne 091 7J 2 - 10 Cllltbrllei 3.30 ea 0.61 g) 2 - 2-6,rat¢ inlet IE014S30; i 3 it? ea 0.61 0:1 1 7'x2'C'ep 1k IG.pO ea. 0.30 1.0i 1 - 30' cap 20.00 ee U.05 31) 1 24' Cep a= :f}.00 &4 0.05 Sub Total Working Days 5.47 SUBCONTRACT AGREEMENT - 2025 EXHIBIT C - CONSTRUCTION SCHEDULE SUBCONTRACTOR'S INITIALS jM BLACKLAND PARTNERS, LLC PW! CONTRACTOR'S INITIALS LS SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 1 of I Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $9,021.70 $9,021.70 2 13312.0117 3312.2801 3" Water Meter and Vault 1331211 EA 1 $28,967.77 $28,967.77 Bid Summary Venus - 2502NA - CFA Meter UNIT I: WATER IMPROVEMENTS 1 $37,989.47 Total Construction Bid $37,989.47 SUBCONTRACTOR: ADDRESS: PROJECT: ESTIMATED/ACTUAL COST: SCOPE OF WORK: '00ABLRpCKLAND PARTNE EXHIBIT E PROPOSED CHANGE ORDER (PCO) PHONE: PCO No. DATE: REASON FOR WORK: Subcontractor BLACKLAND APPROVED ❑ YES ❑ NO PM Approval 0 Date: Blackland Partners, LLC Contractor Signature BY TITLE DATE Signature BY TITLE DATE For Internal Use Only ❑ REALLOCATION ❑ CONTRACTOR ❑ OWNER SUBCONTRACT AGREEMENT - 2025 EXHIBIT F - LIEU WAIVER FORMS #gag I SUBCONTRACTOR'S INITIALS '` CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC EXHIBIT F LIEN WAIVER FORMS CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT Project: Job No. On receipt by the signer of this document of a check from Blackland Partners, LLC (maker of check) in the sum of $ payable to (payee or payees of check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of (owner) located at (location) to the following extent: (job description). This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Blackland Partners, LLC (pet -son wilh whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished. Before any recipient of this document relies on this document. the recipient should verify evidence of payment to the signer. The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s). Date By: STATE OF COUNTY OF (Company Name) (Signature) (Title) This Conditional Waiver and Release on Progress Payment was acknowledged before me on this day of , 20, by , on behalf of Notary Public — State of _ My Commission Expires: SUBCONTRACT AGREEMENT -- 2025 EXHIBIT F - LIEN WAIVER FORMS Pagf 3 SUBCONTRACTOR'S INITIALS -IM CONTRACTOR'S PNITIALS� BLACKLANO PARTNERS, LLC NOTICE: This document waives rights unconditionally and states that you have been paid for giving up those rights. It is prohibited for a person to require you to sign this document if you have not been paid the payment amount set forth below. If you have not been paid, use a conditional release form. UNCONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT Project: Job No. The signer of this document has been paid and has received a progress payment in the sum of $ for all labor, services, equipment, or materials furnished to the property or to Blackland Partners, LLC (person with whom signer contracted) on the property of (owner) located at (location) to the following extent: (job description). The signer therefore waives and releases any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the above referenced project to the following extent: This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Blackland Partners, LLC (person with wham signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished. The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s). ]date By: STATE OF COUNTY OF (Company Name) (Signature) (Title) This Unconditional Waiver and Release on Progress Payment was acknowledged before me on this _ day of 20_ by I on behalf of Notary Public — State of _ My Commission Expires: SUBCONTRACT AGREEMENT — 2025 EXHIBIT F - LIEN 'WAIVER FORMS Page f 3 SUBCONTRACTOR'S INITIALS X11 CONTRACTORS INITIALs _ BLACKLAND PARTNERS, LLC EXHIBIT "G" INSURANCE REQUIREMENTS CONTRACTUAL INSURANCE REQUIREMENTS 'M+. �nd,N35n mrrslc•.'e rsoefr r u JsYJYe the ccrvarmfr �.a.: �:•..,z°3e awr 9baiord PiAnen. LLB« tw x1ts�+ei to ••n::Cl:'f•s. ami+:ac.r rpgWe6rr9i Al.n.rr ft`rT Ca tR.ii lie p,•aoe4al^yxeurale lrF.rtrssa.%.�.yr,seV rs.rtera rira:rArae Poidrs C,�ws.,R.mjs �rG ttute.,v4ylrfi cd'a'is ,44KUMN CW.•. t*d4d A 4 u r "Axd 1w A i'.7-7Gi-14^E CAARIEP: REQU3ASWNT5 M101.IRE1? A- or higher. Ylt - _ PCLJC`.Y x.eriE pcgxY c1M;rli i:ENEr�A=,- LwslLrrY CI.-AIWE MADE )( L--,M;R f.. 411-IMFCA—mLIM:TAPPLES PER Poocy it PRuJ-eCT LC-L^A'ICM �,�er„I.e�atcE 1 r,4aO,a aAMPOE TO MTED PRIWES lEs 1 wo w IAM W. Pntron) f PewaAnvlu Ay t to"'ODO CENERA. ACAUVWE 4 2,000,000 PFUi3:Y_°rS.covPAaa6PAWU 4 2,000,0 ! Ll>ti LL4Bid8.rr' X x X ANY AirC ALL OWUM H_TOS seHEDmn miTor, MIMD A.'rC8 r,IOrfOWhC-D AL"rCG 006S'NED 61NCYE UMR(E.acuxrs� r 1.0D0,LT 90CLL` ;hAJRr (Rn Fawnl Er]S.YL�'�hJJAY fPW wce/rAl NOPER-Y DAMAGE Ww Q. ila:�E - •_�I3 A.£Jo. £ki.E35 k; OCCLA CYnn vay.Ie EACe XtU'rpNCE A:.u7ECi+TP 5.000,0 WORKERS COMA 1E11.f� EYYEE LAABury 5'ATLMCAd . W ri s --a. _ . ". _ ."Cr ENT _ a,000,U0L -. Er.SE-EAE'.IrlALGYE 1,060,U0 _. ':SEASE-PCCICx'LIVAT f l,00-0,0 Prc{.�rr. R=e.r7+'Ca� irr L•..N 5arc. SDicul Fama -,=1.d71pm =„S:t .i Filhlcrq 1 T+.+rA.-c.+l Axrt.�rry F•.-.. EC*r ! E..r lrt Pd Rm i Fs, *c BI.C-G a PP 1 t ay±. red Mow*" i*�a i Siaiir,ary IEiSagMrrl 9r.ik Do.ro 4 Certificate Holder liacklang Partners, LLC GAO CertSure IU-1A Ptortlwest Frseway. Su Le 600 Horleton - TX 77L" ADD'T;0NA.L -REQUIREMENTS DIolsionldame AllProJrLe. -v--anaral Liaminty anb umbrallaa Liability policies cannot Have any exrAuebnss pertalning .o mnipio"rl Li30111Sy2rorn SUBCONTRACT AGREEMENT — 2025 EXHIBIT G - INSURANCE REQUIREMENTS PagM22 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC anytning otherthan that found under MO Form No. CG 00 0R 12 44 {or equlvalont). No `3rcI party action over ai cftioions allowed". GENERAL AND UMBRELLA FORM SCHEDULE& ARE REQUIRED FOR REVIEW- PLEASE UPLOAD .FORM SCHEDULES. -30 4ay notice or cancellation Is required. -CG2010 t HD CG2037 cr equivalent - additional Insured andcrsement W troth ongoing and complatod operaJona. -walvsr of Subrogatton appIW In favor ol:ovvner, Contractor and thkalr ermp4'otaaa -Please confirm on Me Dar Tit ,I a or by uploading ondoraemonlfa'I that Additonat Insured applies to thin policy. -Addltlonaf Insured Namna: Ownsf, Contractor, and such Minor partlas as may Do required by the Conaactor andlar It.: Contract Docunenls, AddltlonX Instead appilea to Gsnaral Liability. Please canllrm on lire cartmmate, or by uploading onrlornemsnt(a Mat Yvatver of'Subrogatlon applies to this policy -Please confirm on tine cartClca*.s or by up5o3ding andoreernant(s) that Primary & Noin--ortirlbutory applies to this policy. Atstorncl>Je Liaibiw, -3043y notice of cancellation Is required- -warwer of Subrogation appliesin ra.w of7ownar. Contractor and thalr empioyeas -Please confirm on Ina cerlifta s or by uploading endoreanan:is) the, Addmonad Ina tired applies to thin policy. -Addl%[onal Insured Names: Owner, Contractor. and such other partlse as may Do required by the Contractor anWor this, Contract 00cr7mants. Addfflonal Insured applies to Automobile. • Plans* oontVm on the cwl=ats or by uploadingendoraomontis} that Waiver of Subrogation applies 10 this policy. •Please wilorm on the cerMato or by uploading ondornamsntp'e that r nnary & felon-Gsnlributorf applies to this policy i irr�,.r�rali✓. CkCGE_S L--.--.'-1j' -General Liability, and Umbrella Liability p011clea Lannot have any ezclua one pertaining to=mploya3r]lt Llablllty 7rotn anything other than Drat round under ISO Form No. CG 60 .31 U 04 lar equhvalentl. No'3rd party action Ovar eaciuslons allowed". GENERAL AND UMBRELLA FORM SCHEDULES ARE REUUIREQ FOR REVIEW. PLEASE UPLOAD FORM SCHEDULES. 30 day notice or canceFlation to required_ -FOrbw form wOrRing le nacwptabie -Unlbrelia must go over general liability. aulo liability and limp^Ioyata IlDdulty. `+ou can state this on the cerilllca€e Or upload a copy or the underlying Ilanflity Schedule Ot the umbrella - waiver or Subrogation applies in favor otOwner, Contractor andtheir anpioyaes -Pie38e confirm on the corliftata or by uploading ondoraoniam[s) that Additional Insured applies to rut le policy. -AddltiArral Intituad Names. Owner, contractorand such other panfas as may be required by the Contractor andforthe Contract Documents. -Additional Insured appiles 10 Umorolta_ -Please ooni", on tie cartlllca€a or by uploading ondoraemontia) that Waiver Or Subrogaton applies to this policy. -Please obrtnrm on the certincate or by uploading encioraemsntte) that Primary & Non-Conirimtlory applies to this pobcy. -30 day notice or cancellation to required -waiver or Subrogation applies In favor of:Ownar, Contractor and their employees -Please confirm on try certnox.e cr by uploading endoreemo=(a) that waiver of Subrogation applies to €his SUBCONTRACT AGREEMENT — 2025 EXHIBIT G -INSURANCE REQUIREMENTS Page2 SUBCONTRACTORS INITIALS _'.tl CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC EXHIBIT H PROJECT CLEANUP 1. Contractor shall provide trash container(s) at a designated location on site for the removal of all trash and debris from the project. 2. It is the responsibility of each Subcontractor to clean up trash and debris resulting from his Work on a daily basis and as directed by Contractor and deposit such in the container for removal from the site. a. Subcontractor is responsible for street/paving cleaning and dust control as necessary to maintain the public and private streets/paved areas free of mud, dirt, dust and debris resulting from Subcontractor's actions and Work. This includes responsibility for cleaning streets and paved areas when Subcontractor's vehicles or suppliers track dirt or mud onto the streets and/or paved areas. b. Daily clean-up of site pertaining to this scope is mandatory by Subcontractor. The Subcontractor shall remove all trash, scraps, and excess materials from the work area daily and place in a Contractor -furnished container. If the Subcontractor fails to remove all trash, scraps and excess materials daily, the Contractor shall give a 24-hour notice of the problem and then will have such trash removed at the Subcontractor's expense at the rate of $50.00 per hour per worker. 3. In addition, each Subcontractor shall provide for and participate in the general cleanup of the project under the direction of Contractor as follows: 4. The Contractor will schedule a general cleanup of the project one day each week for duration of eight (8) HOURS. 5, Each Subcontractor who has worked on the project at any time during the previous week (*) shall provide cleanup workers (*) to be available at the time scheduled by Contractor for the purpose of participating in the general cleanup of the entire project. *A week is Sunday to Saturday **Construction workers to be provided by this Subcontractor 6. The number of clean-up workers to be provided by the Subcontractor shall be proportionate to the average number of employees for the current week. • One (1) — Five (5) Employees = 1 Clean-up Worker • Six (6) — Ten (10) Employees = 2 Clean-up Workers • Eleven (11) or more Employees — 3 Clean-up Workers 7. If the Subcontractor had no employees on the project during the current week, then he will not be required to participate in the general clean-up work for that week. 8. The Subcontractor is responsible for the participation of its sub -subs in the general cleanup work. Each Sub -subcontractor will provide clean-up workers on the same proportionate basis as each Subcontractor. 9. If at any time this Subcontractor fails to participate in the required general cleanup of the project, remove trash or debris, or fails to perform other clean-up work as directed by Contractor PGC, then Contractor Inay provide the clean-up labor at the expense of this Subcontractor. In the event of such instances, the Subcontractor will be notified of his failure to participate as directed by Contractor. Contractor shall employ two (2) temporary labor employees for each one employee to be provided by the Subcontractor to perform the Subcontractor's general clean-up work. Contractor shall invoice the Subcontractor actual cost plus 25% to cover Contractor's estimated administrative costs. Payments to the Subcontractor may be withheld until such time as Contractor is reimbursed in full for providing temporary cleanup labor for the Subcontractor. 10. By initialing below, Subcontractor acknowledges and agrees to the above provisions. SUBCONTRACT AGREEMENT- 2025 Exhibit H - PROJECT CLEAN UP Pag4lhQf 1 SUBCONTRACTOR'S INITIALS J%1 CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC Exhibit I SDI Addendum This Addendum to the Subcontract Agreement ("SDI Addendum") is incorporated into and modifies the Subcontract Agreement to which it is attached ("Subcontract") as between Contractor and Subcontractor, with respect to the Project. This SDI Addendum shall be effective as of the Effective Date of the Subcontract Terms not defined herein have the meanings assigned to such terms in the Subcontract. All references to the Subcontract Documents, wherever located, shall include this SDI Addendum. To the extent that this SDI Addendum varies from the terms and conditions as stated in the Subcontract, any attachments to the Subcontract, the general and special provisions or conditions of the Subcontract, any other term or condition of the Subcontract, or any other document incorporated into the Subcontract Documents, the terms of this SDI Addendum supersede and replace any conflicting terms in the Subcontract Documents, and this SDI Addendum shall govern and control the intent, interpretation, and effect of the Subcontract, subject only to mutually executed Change Orders or Amendments between Contractor and Subcontractor after the Effective Date of this SDI Addendum. The Subcontract is hereby modified as follows to include the following general revisions: Section I. Contractor shall have the rightto maintain subcontractor default insurance, through a third -party insurance carrier with respect to any or all subcontracts for the Work or the Project (the "SDI Insurance Policy"). The SDI Insurance Policy shall be on such terms and contain such coverages, exclusions, premium, co -pay, and deductible as reasonably determined by Contractor. The SDI Insurance Policy may protect Contractor against losses arising out of or in connection with Subcontractor's default under the Subcontract. Contractor shall have the right to adjust, compromise, and settle any loss insured underthe SDI Insurance Policy in such manner and on such terms as reasonably determined by Contractor. Subcontractor shall cooperate with Contractor and its insurer in investigation, adjustment, and settlement of any claim, including without limitation, providing such documents and information as reasonably requested. Section 11. Prior to starting the Subcontract Work, or at any time requested by Contractor or its insurer, Subcontractor shall provide all information and/or documentation reasonably requested by Contractor and/or Contractor's insurer in connection with or related to: (i) prequalification to be admitted to Contractor's Subcontractor Default Insurance ("SDI") program, (d) continued qualification, and (iii) the SDI Insurance Policy or coverage thereunder, including, without limitation, Subcontractor's books, records, accounts, communications, and other documents, including financial information including financial statements, backlog data, prior project performance and information, prior claims, references, organizational information, and any other reasonably requested information and documentation that the Contractor and/or insurer may use or request, including without limitation that necessary to perform underwriting and/or prequalification on the Subcontractor. Subcontractor shall cooperate with all prequalification or qualification requirements, including submitting any information and/or documentation reasonably requested by the Contractor or its insurer in the form required by such party. Subcontractor shall provide such information and documentation in the manner required by Contractor, including through Compass or other third -party subcontractor prequalification program or entity of Contractor's choosing ("Prequalification Provider"). Subcontractor agrees that it will take all actions necessary, at Subcontractor's cost, to be qualified and able to access, use, and submit prequalification information through the Prequalification Provider's program, including entering into any required subscription agreement and providing requested information and documentation to create an account. In the event any information or documents are submitted directly to Contractor, Contractor agrees to maintain the confidentiality of same. Section 111. Subcontractor shall be liable for all costs associated with any claim, including, but not limited to, attorneys' fee, deductible, and/or co -pay amounts applicable under the SDI Insurance Policy but only to the extent any claim(s) or loss was caused by Subcontractor's default under the Subcontract or otherwise SUBCONTRACT AGREEMENT — 2025 Exhibit I — SDI Page 1 of 2 SUBCONTRACTOR'S INITIALS JM CONTRACTOR'S INITIALS BLACKLAND PARTNERS, LLC caused by Subcontractor's or its sub -subcontractors' or suppliers' (of any tier) fault, negligence, breach of contract, or willful misconduct. Any such costs may, at Contractor's option, be deducted from Subcontractor's remaining Subcontract balance, be withheld from any payment due Subcontractor, or be paid to Contractor within five (5) days of demand. Contractor will be entitled to reimbursement from Subcontractor for such costs or may deduct the same from sums otherwise due Subcontractor. Such amounts due to Contractor are expressly subject to Contractor's rights to withholding and offset contained in the Subcontract. Section IV. Should Contractor observe any failure to perform any term or obligation of the Subcontract on the part of the Subcontractor, Contractor may first issue Subcontractor a Notice to Cure, via any written means, including without limitation email or project management software, giving the Subcontractor two (2) days (or such longer time as determined in Contractor's reasonable discretion) to provide a plan of corrective actions and diligently thereafter to commence and complete all necessary corrective actions. Should Subcontractor fail to provide an acceptable plan of corrective actions, in Contractor's reasonable discretion, or fail to diligently commence and complete all necessary corrective actions, Contractor may at any time thereafter, declare Subcontractor in default, in accordance with the terms of the Subcontract, and issue a written Notice of Default delivered to Subcontractor via any written means, including without limitation email or project management software. Section V. Notwithstanding anything in the Subcontract to the contrary, in the event of any payment by the insurer pursuant to the SDI Insurance Policy, the insurer shall be subrogated, to the extent of such payment, to all of Contractor's rights, causes of action, and claims against the Subcontractor. Section Vl. The following shall constitute a default by Subcontractor, subject to all of Contractor's remedies set forth in the Subcontract, including without limitation, termination: (i) failure of Subcontractor to comply with any obligations or requirements in this SDI Addendum, after Contractor provides Subcontractor with two (2) days prior written notice and opportunity to cure, and subject to Section IV herein, shall constitute a default; and (ii) failure to qualify for Contractor's SDI program. The Subcontract is hereby modified as follows to include the following specific revisions: Insert the following as Paragraph 6.1.8 of the General Provisions of the Subcontract Agreement: "Additionally, the indemnities agreed to by Subcontractor under Article 6 exist regardless of Subcontractor's enrollment status and/or amount or type of coverage under Contractor's SDI program and/or SDI Insurance Policy." Insertthe following afterthe third sentence of Paragraph 7.4.2 ofthe General Provisions of the Subcontract Agreement: "Such costs shall include all costs associated with any claim, including, but not limited to, attorneys' fee, deductible, and/or co -pay amounts applicable under the SDI Insurance Policy but only to the extent any claim(s) or loss was caused by Subcontractor's default under the Subcontract." Insert the following after the last sentence of Paragraph 9.5 of the General Provisions of the Subcontract Agreement: "By way of clarification, nothing in this Section 9.5 shall be construed to serve as a limitation or waiver of Contractor's rights or remedies available under this Subcontract or applicable law, nor shall it be construed or deemed to shorten any applicable statute of limitations or statute of repose." SUBCONTRACT AGREEMENT — 2025 Exhibit I — SDI Page 2 of 2 SUBCONTRACTORS INITIALS JM BLACKLAND PARTNERS, LLC CONTRACTOR'S INITIALS EXHIBIT I ADDENDUM TO SUBCONTRACT AGREEMENT REGARDING SUPPLEMENTAL CONDITIONS / COMMUNITY FACILITIES AGREEMENT (Bonds Ranch Project) This Addendum to the Subcontract Agreement ("Addendum") is incorporated into and modifies the Subcontract Agreement ("Subcontract") between Blackland Partners, LLC ("Contractor") and Venus Construction ("Subcontractor"), dated 10/9/2025, for Work under project Number 2502N.4-001 on the Bonds Ranch project ("Project"). As required by the Standard Communities Facilities Agreement ("CFA") between the Owner and the City of Fort Worth (the "City"), the below provisions are incorporated into the Contract Documents. Subcontractor agrees that the following amendments and/or modifications are effective as of the date of the Subcontract and the amendments and/or modifications are fully incorporated therein. In the event of any conflict between this Addendum and the Subcontract or other Contract Documents, the terms of this Addendum shall control. I . The Community Facilities Agreements Ordinance, Chapter 9 of the City of Fort Worth, Texas City Code, Ordinance No. 23656-05-2019 ("CFA Ordinance"), as amended, is incorporated into the Subcontract by reference, as if it was fully set out herein. Subcontractor agrees to comply with all provisions of the CFA Ordinance in the performance of Subcontractor's duties and obligations pursuant to the Subcontract. 2. Subcontractor agrees that its Work shall be completed in a good and workmanlike manner and in accordance with all City standards, specifications, and plans for the Improvements and the Subcontract. For the purposes of this Addendum, the term "Work" shall refer to the "Improvements" as defined in the CFA, and the terms may be used interchangeably herein. 3. Subcontractor acknowledges that City will not accept the Work until the City receives affidavits and lien releases signed by Subcontractor. Contractor's receipt of statutory conditional and unconditional waivers and releases of lien singed by Subcontractor in accordance with the Subcontract is a condition precedent to payment to Subcontractor. 4. Subcontractor agrees to construct the Work in accordance with the CFA Ordinance. 5. Subcontractor represents that Subcontractor satisfies the requirements of the City to construct the Work, including, without limitation, as applicable, being prequalified, insured, licensed and bonded to construct the Work in the City. 6. Payment and Performance Bonds. Contractor may require Subcontractor at any time to provide payment and performance bonds naming the Contractor, the City of Fort Worth, and the Owner as obligees, in the amount of one hundred percent (100%) of the cost of the Work, as required by the CFA Ordinance. The payment and performance bonds shall guarantee construction of the Work and payment of all subcontractors and material suppliers. Insurance. The City must be named as an additional insured on all insurance policies. Bonds Ranch / Blackland Partners, LLC Supplemental Conditions / Community Facilities Agreement (CFA) Addendum 8. Subcontractor agrees that construction of the Improvements shall be subject to inspection and testing at any and all times by the City's inspectors. 9. Subcontractor shall not connect buildings to service lines of sewer and water mains constructed pursuant to the CFA, if any, until said sewer, water mains and service lines have been completed to the satisfaction of the Contractor and City. 10. SUBCONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CONTRACTOR AND THE CITY, ITS OFFICERS, AGENTS AND EMPLOYEES FROM AND AGAINST ANY AND ALL CLAIMS, SUITS OR CAUSES OF ACTION OF ANY NATURE WHATSOEVER, WHETHER REAL OR ASSERTED, BROUGHT FOR OR ON ACCOUNT OF ANY INJURIES OR DAMAGES TO PERSONS OR PROPERTY, INCLUDING DEATH, RESULTING FROM, OR IN ANY WAY CONNECTED WITH, THE CONSTRUCTION OF THE IMPROVEMENTS CONTEMPLATED HEREIN, WHETHER OR NOT SUCH INJURIES, DEATH OR DAMAGES ARE CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF THE CONTRACTOR OR THE CITY OF FORT WORTH, ITS OFFICERS, SERVANTS, OR EMPLOYEES. SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE CONTRACTOR AND THE CITY FOR ANY LOSSES, DAMAGES, COSTS OR EXPENSES SUFFERED BY THE CONTRACTOR OR THE CITY OR CAUSED AS A RESULT OF SUBCONTRACTOR'S FAILURE TO COMPLETE THE WORK AND CONSTRUCT THE IMPROVEMENTS IN A GOOD AND WORKMANLIKE MANNER, FREE FROM DEFECTS, IN CONFORMANCE WITH THE CFA ORDINANCE, AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 11. Subcontractor agrees that the Owner and City are express third -party beneficiaries of the Subcontract. 12. Audit. Subcontractor agrees that, as required by the City, Contractor and the City shall, until the expiration of three (3) years after final payment under the contract between the Owner and Prime Contractor, have access to and the right to examine any directly pertinent books, documents, papers and records of Subcontractor relating to the Work, and further, that Contractor and the City shall have access during normal working hours to all of the Subcontractor's facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. Subcontractor shall have reasonable advance notice of intended audits. 13. Prohibition on Boycotting Israel. Subcontractor acknowledges that in accordance with Chapter 227I of the Texas Government Code, the City is prohibited from entering into a contract with a company with 10 or more full-time employees that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City far goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. To the extent that Chapter 2271 of the Government Code is applicable to this Subcontract, by signing this Subcontract, Subcontractor certifies that: (1) Subcontractor does not boycott Israel; and (2) Subcontractor will not boycott Israel during the term of the Subcontract. 14. Prohibition on Boycotting Energy Companies. Subcontractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City with a company with 10 or more full-time employees unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) wiIl not boycott energy companies during the term of the contract. The terms Bonds Ranch / Blackland Partners, LLC Supplemental Conditions / Community Facilities Agreement (CFA) Addendum "boycott energy company" and "company" have the meanings ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Subcontract, by signing this Subcontract, Subcontractor certifies: (1) Subcontractor does not boycott energy companies; and (2) Subcontractor will not boycott energy companies during the term of the Subcontract. 15. Prohibition on Discrimination Against Firearm and Ammunition Industries. Subcontractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more that is to be paid wholly or partly from public funds of the City with a company with 10 or more full-time employees unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. To the extent that Chapter 2274 of the Government Code is applicable to the Subcontract, by signing this Subcontract, Subcontractor certifies: (1) Subcontractor does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) Subcontractor will not discriminate against a firearm entity or firearm trade association during the term of the Subcontract. 16. Immigration and Nationality Act. Subcontractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any of Subcontractor's employees who are not legally eligible to perform such services. SUBCONTRACTOR SHALL INDEMNIFY THE CONTRACTOR, OWNER, AND THE CITY AND HOLD THEM HARMLESS FROM. ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO THE EXTENT SUCH PENALTIES, LIABILITIES, OR LOSSES ARE CAUSED BY SUBCONTRACTOR'S FAILURE TO PERFORM THE OBLIGATIONS IN THIS PARAGRAPH. Contractor acknowledges and agrees that the Contractor shall have the right to immediately terminate the Subcontract for violations of this provision by Contractor. Bonds Ranch / Blackland Partners, LLC Supplemental Conditions / Community Facilities Agreement (CFA) Addendum 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of I SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving_. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water and Wastewater New Venus Construction Co 5/31/2026 Development, Rehabilitation, and Redevelopment Open Cut (42" and under); The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Venus Construction Company BY: Company P.O. Box 90 Address Mansfield, TX 76063 City/State/Zip (Signa e) TITLE: VP DATE: 4/7/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP (1) Form Version September 1, 2015 004526-1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 106126 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 Venus Construction Company. By: Matt Petry 11 Company (Please Print) 12 13 P.O. Box 90 Signature: 14 Address 15 16 Mansfield TX 76063 Title: VP 17 City/State/Zip (Please Print) 18 19 20 THE STATE OF TEXAS § 21 22 COUNTY OF TARRANT § 23 24 BEFORE ME, the undersigned authority, on this day personally appeared 25 Matt Petry , known to me to be the person whose name is 26 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 27 the act and deed of Venus Construction Company for the purposes and 28 consideration therein expressed and in the capacity therein stated. 29 30 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7th day of 31 April , 2026. 32 33 34 35 Notary Public in and for the State of Texas 36 END OF SECTIOIY.�a�i"'�"'++++++ ;.` .�,.�i;o,� CrrY OF FORT WORT14 O �� Bonds Ranch Multifamily STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS _ CPN 106126 Revised Apnl 2. 2014 7 �•• .1'397.. 9 Additional Insured — Automatic — Owners, Lessees Or ZURI 0 Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 3088495-00 1 Effective Date: 4/16/2025 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 4 in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products -completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 4 (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 4 F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III — Limits Of Insurance: Additional Insured — Automatic — Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 4 Other Insurance Amendment — Primary And Non - Contributory ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I Prem. Return Prem. GLO 3088495 - 00 4/16/2025 4/16/2026 4/16/2025 48719000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Venus Construction Company Address (including ZIP Code): 1426 S. Main Mansfield, TX 76063 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part I. The following paragraph is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B CW (04/13) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 POLICY NUMBER: GLO 3088495 - 00 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Orcianization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: GLO 3088495 - 00 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): Any construction project except a construction project for which a consolidated (wrap-up) or similar insurance program has been provided. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by damages or under Coverage C for medical "occurrences" under Section I — Coverage A, and expenses shall reduce the Designated for all medical expenses caused by accidents under Construction Project General Aggregate Limit Section I — Coverage C, which can be attributed for that designated construction project. Such only to ongoing operations at a single designated payments shall not reduce the General construction project shown in the Schedule above: Aggregate Limit shown in the Declarations nor 1. A separate Designated Construction Project shall they reduce any other Designated General Aggregate Limit applies to each Construction Project General Aggregate Limit designated construction project, and that limit is for any other designated construction project equal to the amount of the General Aggregate shown in the Schedule above. Limit shown in the Declarations. 4. The limits shown in the Declarations for Each 2. The Designated Construction Project General Occurrence, Damage To Premises Rented To Aggregate Limit is the most we will pay for the You and Medical Expense continue to apply. sum of all damages under Coverage A, except However, instead of being subject to the damages because of "bodily injury" or "property General Aggregate Limit shown in the damage" included in the "products -completed Declarations, such limits will be subject to the operations hazard", and for medical expenses applicable Designated Construction Project under Coverage C regardless of the number of: General Aggregate Limit. a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 2 B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III — Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. CG 25 03 05 09 © Insurance Services Office, Inc., 2008 Page 2 of 2 Coverage Extension Endorsement ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP 3088496 - 00 I Effective Date: 4/16/2025 This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also 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 business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment — Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Covered Autos Liability Coverage does not apply. U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in B. Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in B. Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total 'loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the 'loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" that is a "private passenger type", light truck or medium truck is disabled. However, the labor must be performed at the place of disablement. As used in this provision, "private passenger type" means a private passenger or station wagon type "auto" and includes an "auto" of the pickup or van type if not used for business purposes. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same 'loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for 'loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such 'loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 6 If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I — Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. N. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. O. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. P. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". Q. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. R. Hired Auto — World Wide Coverage Paragraph 7.b.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere else in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, S. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. T. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. U. Physical Damage — Additional Temporary Transportation Expense Coverage Paragraph AA.a. of Section III — Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 6 V. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. W. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 POLICY NUMBER: BAP 3088496-00 COMMERCIAL AUTO CA 20 01 11 20 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the Policy effective on the inception date of the Policy unless another date is indicated below. Named Insured: Bell Concrete, Inc. Endorsement Effective Date: SCHEDULE Insurance Company: Zurich American Insurance Company Policy Number: BAP3088496-00 Effective Date: 4/16/2025 Expiration Date: 3/1/2026 Named Insured: Venus Construction Co., Inc. Address: 1426 S. Main Street Mansfield, TX 76063 Additional Insured (Lessor): ALL LESSORS Address: Designation Or Description Of "Leased Autos": ALL "LEASED AUTOS" CA 20 01 11 20 © Insurance Services Office, Inc., 2019 Page 1 of 2 Coverages Limit Of Insurance Or Deductible Covered Autos Liability $1,000,000 Each "Accident" Comprehensive SEE ENDT Deductible For Each Covered "Leased Auto" Collision SEE ENDT Deductible For Each Covered "Leased Auto" Specified Causes Of Loss $ Deductible For Each Covered "Leased Auto" Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Coverage 1. Any 'leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow. 2. For a 'leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor named in the Schedule. However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: a. You; b. Any of your "employees" or agents; or C. Any person, except the lessor or any "employee" or agent of the lessor, operating a 'leased auto" with the permission of any of the above. 2. The insurance covers the interest of the lessor unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor, we will obtain his or her rights against any other party. C. Cancellation 1. If we cancel the Policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the Policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. D. The lessor is not liable for payment of your premiums. E. Additional Definition As used in this endorsement: 3. The coverages provided under this endorsement "Leased auto" means an "auto" leased or rented to apply to any 'leased auto" described in the Schedule you, including any substitute, replacement or extra until the expiration date shown in the Schedule, or "auto" needed to meet seasonal or other needs, when the lessor or his or her agent takes possession under a leasing or rental agreement that requires you of the 'leased auto", whichever occurs first. to provide direct primary insurance for the lessor. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for 'loss" to a "leased auto". Page 2 of 2 © Insurance Services Office, Inc., 2019 CA 20 01 11 20 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT WC420304B (Ed. 6-14) 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. Schedule 1. ( ) Specific Waiver Name of person or organization: (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be 0% 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: INCL 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.) Endorsement Effective 4/16/2025 Policy No. WC 3088494-00 Endorsement No. Insured Venus Construction Co. Inc. Premium Insurance Company Zurich American Insurance Company Countersigned by WC 42 03 04 B © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 1 of 1 (Ed. 06-14) POLICY NUMBER: EXC30085153400 PRIMARY NON-CONTRIBUTORY OTHER INSURANCE ENDORSEMENT THIS ENDORSEMENT CHANGES THIS POLICY, PLEASE READ IT CAREFULLY. The Other Insurance Condition is deleted and replaced by the following: This Policy shall be primary to and non-contributory with any other insurance available to the Insured, other than any Underlying Policy/ies, with respect to a loss covered under this Policy. This endorsement does not change any other provision of the policy. Endurance American Insurance Company EXL 3038 0817 POLICY NUMBER: EXC30085153400 WAIVER OF SUBROGATION THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. We agree to waive our right of subrogation against any person or organization to whom or to which you are obligated, prior to any loss, by an "insured contract" to provide such a waiver, but only with respect to "your work", "your product" or facilities owned or used by you. This endorsement does not change any other provision of the policy. Endurance American Insurance Company Page 1 of 1 EXL 6092 0813 POLICY NUMBER: ICELLUW00158060 Bodily injury, property damage or environmental damage based upon or arising out of your product after you have relinquished possession of the same, except if installed as part of your work. 16. Asbestos and Lead Solely with respects to Coverage D: Time -Element Pollution Liability, environmental damage arising from asbestos, asbestos containing materials or lead -based paint in, on or applied to any building or other structure. a. This exclusion does not apply to clean-up costs for the remediation of soil, surface water or groundwater. b. This exclusion does not apply to clean-up costs to remediate asbestos, asbestos containing materials or lead -based paint within any structure that has been inadvertently displaced and such clean-up costs are the direct result of a pollution incident which first commences during the policy period and arises from explosion, fire, lightning, Flood or windstorm damage, provided that: (1) The insured discovers the pollution incident within ten (10) days of first commencement of the pollution incident; (2) The pollution incident is reported to us in writing within thirty (30) days of first commencement of the pollution incident; and (3) Subject to Section III. LIMITS OF INSURANCE AND DEDUCTIBLE, Paragraphs 1. through 9., the most we will pay for clean-up costs, regardless of the number of insureds, covered properties, pollution incidents, claims or claimants, pursuant to the exception contained in this Paragraph shall not exceed $100,000. SECTION II - WHO IS AN INSURED 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your executive officers and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as trustees. 2. Each of the following is also an insured: a. Your volunteer workers only while performing duties related to the conduct of your business, or your employees, other than either your executive officers (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these employees or volunteer workers are insureds for: (1) Bodily injury: (a) To you, to your partners or members (if you are a partnership or joint venture) or to your members (if you are a limited liability company); or (b) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraph (1) (a) above. (2) Property damage or environmental damage to property owned, occupied or used by rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your IE.COV.CELL.001 (07/18) Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Page 9 of 21 POLICY NUMBER: ICELLUW00158060 employees, volunteer workers, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person or organization having proper temporary custody of your property if you die, but only with respect to liability arising out of the maintenance or use of that property and until your legal representative has been appointed. c. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this policy. d. Any person or organization you agree to include as an insured in a written contract, written agreement or permit, but only with respect to bodily injury, property damage or environmental damage arising out of your work. e. Any person or organization that has at least a 50% controlling interest in you but only with respect to bodily injury, property damage or environmental damage arising out of their financial control of you. f. A joint venture to which you are a party, but only to the extent of your participation in such joint venture. SECTION III - LIMITS OF INSURANCE AND DEDUCTIBLE 1. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of: a. Insureds; b. Claims made or suits brought; c. Persons or organizations making claims or bringing suits; d. Pollution incidents; e. Image restoration events; f. Disinfection events; or g. Pre -claim events. 2. The Policy Aggregate Limit is the most we will pay for the sum of all damages, emergency response expenses, image restoration expenses, disinfection event expenses and pre -claim event expenses under Coverages A through G inclusive. 3. Subject to Paragraph 2. above, the Each Occurrence Limit is the most we will pay for the sum of all damages, emergency response expenses, image restoration expenses, disinfection event expenses and pre -claim event expenses under Coverages A through G inclusive arising out of any one occurrence. 4. The limit of insurance applies in excess of the deductible amount shown in the Declarations. The deductible amount applies to the sum of all damages, emergency response expenses and legal and claims expense payments because of bodily injury, property damage and environmental damage arising out of any one occurrence. We may pay any part or the entire deductible amount to effect settlement of any claim or suit or to pay clean-up costs or emergency response expenses which may be covered under this policy and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. The Image Restoration Expense Aggregate Limit is the most we will pay for the sum of all image restoration expenses. Subject to the Image Restoration Expenses Aggregate Limit, the Image Restoration Expenses Each Occurrence Limit is the most we will pay for all image restoration expenses arising out of the same, related or continuous image restoration event. The Image Restoration Expenses Each Occurrence Limit applies in excess of the deductible amount shown in the Declarations. 6. The Disinfection Event Expenses Aggregate Limit is the most we will pay for the sum of all disinfection event expenses. Subject to the Disinfection Event Expenses Aggregate Limit, the Disinfection Event Expenses Each Occurrence Limit is the most we will pay for disinfection event expenses arising out of the same, related or continuous disinfection event. IE.COV.CELL.001 (07/18) Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Page 10 of 21 POLICY NUMBER: ICELLUW00158060 (2) Comply with laws, regulations, codes or standards. This applies not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surveys, reports or recommendations. 14. Legal Action Against Us No person or organization has a right under this policy: a. To join us as a party or otherwise bring us into a suit asking for damages from an insured; or b. To sue us on this policy unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this policy or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 15. Multiple Coverage Sections No claim, or part thereof, for which we have accepted coverage or coverage has been held to apply under one or more Coverages in this policy shall be covered under any other Coverages in this policy. 16. Otherinsurance If other valid and collectible insurance is available to the insured for a loss we cover under this policy, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when paragraph b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in paragraph c. below. However, regardless of whether b. below applies, in the event that a written contract or agreement or permit requires this insurance to be primary for any person or organization you agreed to insure and such person or organization is an insured under this policy, we will not seek contributions from any such other insurance issued to such person or organization. b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis, that is Fire, Extended Coverage, Builder's Risk, Installation Risk or similar coverage for your work; (b) Any other insurance, whether primary, excess, contingent or on any other basis, available to you covering liability for damages arising out of your work, for which you have been added as an additional insured; (c) Any project specific insurance, whether primary, excess, contingent or on any other basis, available to you covering liability for damages arising out of your work at a specified job site; or (d) Any other insurance, whether primary, excess, contingent or on any other basis, that covers loss arising in whole or part from mold matter, legionella pneumophila or a disinfection event. (2) When this insurance is excess, we will have no duty to defend the insured against any suit if any other insurer has a duty to defend the insured against that suit. If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. (3) When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (a) The total amount that all such other insurance would pay for the loss in the absence of this insurance; (b) The total of all deductible and self -insured amounts under all that other insurance; and (c) The deductible and self -insured amounts under this insurance. IE.COV.CELL.001 (07/18) Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Page 14 of 21 POLICY NUMBER: ICELLUW00158060 (4) We will share the remaining loss, if any, with any other insurance that is not described in this Excess Insurance provision and was not bought specifically to apply in excess of the limits of insurance shown in the Declarations of this policy. c. Method Of Sharing If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts, excess of applicable deductible and self -insured amounts under all such insurance, until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 17. Premiums and Deductible The first Named Insured shown in the Declarations: a. Is responsible for the payment of all premiums; b. Will be the payee for any return premiums we pay; and c. Is responsible for the payment of all deductibles. 18. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. 19. Separation Of Insureds Except with respect to the limits of insurance and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. 20. Service of Suit Subject to SECTION IV — CONDITIONS, Condition S. Choice of Forum above, it is agreed that in the event of failure of us to pay any amount claimed to be due hereunder, we, at the request of the insured, will submit to the jurisdiction of a court of competent jurisdiction within the United States. Nothing in this condition constitutes or should be understood to constitute a waiver of our rights to commence an action in any court of competent jurisdiction in the United States, to remove an action to a United States District Court, or to seek a transfer of a case to another court as permitted by the laws of the United States or of any state in the United States. It is further agreed that service of process in such suit may be made upon us and that in any suit instituted against us upon this contract, we will abide by the final decision of such court or of any appellate court in the event of any appeal. Further, pursuant to any statute of any state, territory, or district of the United States which makes provision therefore, we hereby designate the Superintendent, Commissioner, Director of Insurance, or other officer specified for that purpose in the statute, or his or her successor or successors in office as its true and lawful attorney upon whom may be served any lawful process in any action, suit or proceeding instituted by or on behalf of the insured or any beneficiary hereunder arising out of this contract of insurance, and hereby designates the above named counsel as the person to whom the said officer is authorized to mail such process or a true copy thereof. 21. Transfer Of Rights Of Recovery Against Others To Us If the insured has rights to recover all or part of any payment we have made under this policy, those rights are IE.COV.CELL.001 (07/18) Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Page 15 of 21 POLICY NUMBER: ICELLUW00158060 transferred to us. At our request, the insured will bring suit or transfer those rights to us and help us enforce them. However, if the insured has waived rights of recovery against any person or organization prior to a loss, we waive any right of recovery we may have under this policy against such person or organization. 22. Transfer of Your Rights and Duties Under This Policy Your rights and duties under this policy may not be transferred without our written consent except in the case of death of an individual named insured. If you die, your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. 23. When We Do Not Renew If we decide not to renew, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than ninety (90) days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION V - DEFINITIONS 1. Bodily injury means physical injury, sickness, disease, building -related illness, mental anguish, shock or emotional distress sustained by any person, including death resulting therefrom. Bodily injury shall also include medical monitoring costs. 2. Claim means a demand, notice or assertion of a legal right alleging liability or responsibility on the part of the insured. 3. Clean-up costs means reasonable and necessary costs, charges and expenses incurred to investigate, remove, dispose of, contain, treat, neutralize, monitor or test soil, surface water, groundwater or other contaminated media but only: a. To the extent required by environmental laws governing the liability or responsibilities of the insured to respond to a pollution incident; b. In the absence of an applicable environmental law, to the extent recommended in writing by an environmental professional; c. To the extent incurred by the government or any political subdivision within Definition 5.a. Coverage territory; or d. To the extent incurred by parties other than you. Clean-up costs also includes restoration costs. Clean-up costs does not include costs, charges or expenses incurred by the insured for materials supplied or services performed by the insured. 4. Conveyance means any auto, railcar, rolling stock, train, watercraft or aircraft. Conveyance does not include pipelines. 5. Coverage territory means: a. The United States of America (including its territories and possessions), Puerto Rico, Canada and The Gulf of Mexico; b. International waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in Paragraph a. above. 6. Covered property means those locations specifically scheduled in Item 9. of the Declarations, or any other location specifically endorsed to the policy as a covered property. 7. Disinfection event means any case or series of cases of communicable virus, bacteria or disease that requires reporting of such case or series of cases to any local, state or federal governmental or public health agency or entity. Disinfection event does not include pollution incidents. 8. Disinfection expenses means reasonable fees and costs incurred by the insured to clean and disinfect a location after any disinfection event. IE.COV.CELL.001 (07/18) Includes copyrighted material of Insurance Services Offices, Inc. with its permission. Page 16 of 21 (00 62 19_Maintenance Bond_DAP).doc - I MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 Bond Number. 46BCSJJ5703 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we VENUS CONSTRUCTION COMPANY, known as "Principal" herein and 9 Hartford Fire Insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one l l or more), are held and firmly bound unto the Developer, HPiMF BONDS LAND MF1 DFW005 12 LP, a Texas limited partnership, authorized to do business in Texas ("Developer") and the City of 13 Fort Worth, a Texas municipal corporation ("City"), in the sum of Thirty -Seven Thousand Nine 14 Hundred Eighty -Nine and 47/100 Dollars ($37,989.47), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 16 jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, 17 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 18 presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 25-0082; and 23 WHEREAS, the Principal has entered into a certain written contract with Blackland 24 Partners, LLC (the Developer's general contractor) awarded the 9th day October, 2025, which 25 Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, 26 to furnish all materials, equipment labor and other accessories as defined by law, in the 27 prosecution of the Work, including any Work resulting from a duly authorized Change Order 28 (collectively herein, the "Work") as provided for in said Contract and designated as Bonds Ranch 29 Mllh` f roily Express CFA; and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Bonds Ranch Ahhdlifamilp Cypress CFI STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 (00 62 19—Maintenance Bond_DAP).doe - 2 MAINTENANCE BOND Page 2 of 3 l 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. 10 11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 (00 62 19_Maintenance Bond —DAP).doc - 3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 11th day of December 3 120 25 . 5 6 7 8 9 10 12 13 14 (Principal) Secretary 15 16 17 18 19 �� ,, � q / �.II/WlVli 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Surety) Secretary M issa Pitts 33 34 35 Witness as to Surety Llo—yd.Kay itts Jr 36 37 *Note: 38 39 40 41 42 PRINCIPAL: VENUS CONSTRUCTION COMPANY BY: �� j rA /1, Signature e--S-o_cJr� MAdcs,�,�v'cAe&J� Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Comany BY: Si re Jor an Pitts, Attorney-In_-_Fact __ Name and Title Address: 1206 Apollo Road #850367 Richardson, TX 75085 Telephone Number: 469-661-0314 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. CITY OF FORT WORTH Bonds Ranch Muhifamily Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106126 Revised January 31, 2012 Direct Inquiries, Bond Authenticity and Claims to: POWER OF ATTORNEY ORD One O Hartford, Connecticut 06155 Bond.Clai)ns cD..thehartford.com call: 888-266.3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES LLC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Lloyd R. Pitts, Jordan A. Pitts of RICHARDSON, Texas their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these pres.enis to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanicaliy applied signatures applied to this Power of Attorney. 'NNF INSG9NgU9mad ?t 9/y, ' �, ` JQpNCE...... PM'�•,: -t r•qr1971) pia • ...... e a -.. SE nt _ i, 1r iIIDI ANP R fn Phyllis A. Clark, Assistant Secretary STATE OF FLORIDA SS. Lake Mary COUNTY OF SEMINOLE Joelle i)LaPierre, Assistant Vice President On this 1 st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. "-7 ` JI MatiltlzArce My Commission HH 287363 Expires htly 13, 2026 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of December „th, 2025 Signed and sealed in Lake Mary, Florida. ., ���•... ' GDMP,k;�!.,, ,,OF\nE .... o: `�.,„``Y��N .;; I ,.. ``�``a�E cad` ice: �' �¢:'��,GOAPOxATFO':T= ==5. \N40APOxATf:.m_ O "�4�y�• 1971) •.....-•.d0,u OA�OPANE�NN :'S".............'�,``� DEAL i, *�..10 1/01 pNP •p, ,r �II., -:`� Keith D. Dozois, Assistant Vice President Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800- 451-6944 Toll -free: 1-800-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Defmitions and Terminology....................................................................... 1.01 Defined Terms............................................................................................ 1.02 Terminology............................................................................................... Article 2 — Preliminary Matters................................................................................................ 2.01 Before Starting Construction............................................................................... 2.02 Preconstruction Conference................................................................................. 2.03 Public Meeting..................................................................................................... Page .....................1 .....................1 ..................... 5 ...................... 6 ...................... 6 ...................... 6 ...................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................1.2 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: :********************************************************************************************,*,*,*,*,""*********,*,*,*,**25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work.......................................................................................................................30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work.................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................ 33 Article 14 - Miscellaneous ..................................... 14.01 Giving Notice ..................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ....................... 34 ....................... 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations.. 14.05 Headings ......................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ............... 35 ............... 35 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the defmition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds 1. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at S: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) 0 Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. 0 Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a parry in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final -Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106126 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106126 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106126 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH FA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express CPN 10612612 6 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH FA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express Revised August 30, 2013 CPN 10612126 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express CFA Revised August 30, 2013 CPN 106126 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] E I 0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 11191R11Z111a1Mi i 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 t/z inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work L Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 013 1 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USAGE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 I Pa 4 Date: EXHIBIT B FORT WORTH DOE NO. RR%x Project [lame: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] [! .- LS /\ ION I 010r.10161u /V 151.E /\ w el -Iu 110 rn If.`l1►1411 a lk-1 117 I 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express CFA Revised JULY 1, 2011 CPN 106126 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 11V4WW-1',K*j W1016X%'4M 04\M d1aZ110 0I4111 *I- A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than I acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 04WIX110M014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.2ov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1. 10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH FA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express C Revised April 7, 2014 CPN 106126 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Blackland Partners, LLC. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the Blackland Partners, LLC. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 t/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express CFA Revised April 7, 2014 CPN 106126 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] If6iiiil_\:i 7_A►f11\CIII Ili1.`1 0I 7I PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Bonds Ranch Multifamily Express CFA Revised April 7, 2014 CPN 106126 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Bonds Ranch Multifamily Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106126 Revised April 7, 2014 FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3116) 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo KK. Adeka Ultra -Seal P-201 ASTM 132240/134 t2/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for N Diam, MR. Press -Seal Gasket Corp' 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rin s Ladtech Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole External Wrap Canusa - CPS Wra idSesl Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 1 Fiber lass Manhole Fluid Containment Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manulketurine Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I Western loon Works Bass & ova Foundry 1 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Form R-1272 ASTM.A48 &AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Castro 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7125/03 3305 13 Manhole Frames and Covers Saint-Gobain Pi .lines Pamrex/rexus RE32-R8FS 30" Dia. Ol/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. I t/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MHI651 FWN & MHl6502 30" Dia 07/19/11 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Die 08/10/] 1 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty -with Gasket Ring 30" Dia 10114/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lnek/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01 /17 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" ➢ o. MH Ring and Cover Hinged & Lockable) CI SIP Industries 4267 WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 3305 13 30" Dia. MH Rim,and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Fling 30" Dia. 10/07/21 1 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Caging 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Semm ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 3339 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Wall Concrete Pip. Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" no 12105/23 3339 10 Manhole Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 3339 10 Manhole, Precast Concrete Oldeastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/ 10 3339 10 Manhole. Precast Reinforced Pol er Concrete US Com osite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole Precast Concrete Forterm Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterm Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast Reinforced Polymer) Concrete Arnn000ck 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" &60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Polymer) Concrete P3 Polymers, Rockilardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Polymer) Concrete Amitech USA Me er Pol erete Pi 02/04/26 333 20 Manhole Precast Concrete Thompson Pi a Group 48" 60" 72" I.D. Manhole w/36" Cone Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be 1 Wastewater Access Chamber T Quickstream Solutions Inc.. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials Inc. Relmor MSP EI-14 Manhole Rehab Systems AP/M Permaf rn 4/20/01 E]-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System Liner Tri lex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spmyroq, Spray Wall Polvurcthmm Comma ASTM D639/D790 12/14/01 Coating for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (Asphatic, Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 3920 Coatingfor Corrosion otecdon Exterior Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra p idaud Exterior Sealant Tape/Shrinkwrap Dues not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only Rev 2/3/16 3305 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TeffiuLok - Stainless Steel For 24" dia Water & Sewer - Pioe Casine Soacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/97 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers UP to 48" 05110111 Stainless Steel Casing Spacer Powerseal 4810 Powerohock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spaeer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 3305 13 Casing Spacers Raci (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" theu 30" 08/24/ 18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C 150, C 151 4" thru 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 a 33 it 10 Ductile Iron Pipe Mc Wane Cast Iron Pipe Co. A W WA C150, C 151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 E oxy Lining System Sauercisen, Inc SewerGard 210RS LA Count #210-1.33 12/14/01 E o Linin 5 em Enoch Technical Coatings Ertech 2030 and 2100 Series. 04/14/05 Interior Ductile Iron Pipe Coating Ind— Protecto 401 ASTM 13-117 Ductile Iron Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791. S1H8 Sl S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.ILL USA, Inc. D025LTP02 Com osite Body) 2" Sewer - Pipes/Concrete E 1-04 Conc. Pipc, Reinfnrced Wall Concrete Pie Co. Inc. ASTM C 76 EI-04 Conc. Pip-, Reinforced Hydro Conduit Corporation Class III T&G SPL Item #77 ASTM C 76 E1-04 Conc. Pipe. Reinforced Hanson Concrete Products ASTM C 76 E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. .ASTM C 76 Sewer -Pipe Enlar¢ment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene RIM Corp., Piscam Way, N.J. Approved Previously McConnell systems McLat Construction polyethylene Houston,. Texas Appyrowd Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer- Pioe/Fiber&ass Reinforced/33-31-13(1/8/13) 7/21 /97 3331 13 Cent. Cast Fiberglass FRP Hobas Pie USA Inc. Hobas Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiber lass Pi FRP Ameron Bendstrand RPMP Pipe ASTM D3262ID3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe FRP Thompson Pipe Group Thompson Pip. Ftowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pie (FRP) Future Pipe Industries Fiberstron FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Bom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 " From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/POlypler Pipe 4/14/05 Pol er Modified Concrete Pie Amitech USA Moyer Pol Crete Pipe ASTM 03, A276, F477 8" to 102", Class V 06/09/10 El-9 I Reinforced Polymer Concrete Pie US Com. osite Pie Reinforced Palmer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) ffigh-d—ity rolvethy1cru, pipe Philli s Drisco i e, Inc. O ticure Ductile Polyethylene Pipe ASTM D 1248 8" Hi h-d—it, polveth,le.. nice Plexco Inc. ASTM D 1248 8" Hi h-densi[polyethylene i PollyPipe, Inc. AST. D 1248 8" Hi h-densi of oth lene i CSR Hydro Conduit/Pi eline S cros McConnell Pipe Enlar ement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02111 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie 1-M Manufacturin Co. Inc. JM Eagle) SDR-2"PS!15 ASTM D 3034 4" - 15" 12/23/97• 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 PSI III ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pie Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" th. 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ttech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Hare. SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fin. s ASTM D 3034 3/19/2018 1 33 31 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 S 115 ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pie NAPC Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Co . SDR 26 ASTM D3034 4"- l5" 10/21/2020 3331 20 PVC Sewer Pie NAPCO Westlake SDR 26 PS t 15 ASTM F-679 18"- 36" 2/4/2026 33 31 20 PVC Sewer Pie Hawk Plastics Corp. SDR 26 ASTM D3034 4"- 15" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Anaurtenances 33-12-10 (07/Ol/13) 09/03/24 33-12-10 Double Strip Saddle Ford Meter Box Co., Inc. 202B 1 "-2" SVC,. up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Rome 202NS N lon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon, Coated Double Strap Saddle 07/23/12 33-1240 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Po -seal 3450AS, Incl. Corp. Stop Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC a to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 61OMT 3/4" and 1" 10/27/87 Cub Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I Y" and 2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Mueller Co:, Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSFNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co. Ltd. B-25000N,. B-2020ON-3, B-24277N-3,H- 15000N, H-14276N H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" Ol/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve Coated Steel JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve Coated or Stainless Steel. JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve Stainless Steel Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U P to 42" w/24" Out 02/29/12 33-12-25 Tappiru, Sleeve Stainless Steel Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Om 02/29/12 33-12-25 Tapping Sleeve Stainless Steel Roma. SST III Stainless Steel AWWA C-223 Up to 30" w/l2" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Comosite Lid DEW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW39C-12-IEPAF FTW 01/30/01 Plastic Meter Box w/Com osits Lid DEW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dua1 1416 LID-9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 Ol 08/13 ' E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A t" & 2" E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1 /2", 1" & 2" E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C #145C and #147C 1 ". 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01115/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Bartel Fire H dram Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 EA12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AWWA C-502 E-1-12 Dry Bsrrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire H dram Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 Et-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pi e & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Bartel Fire Hydrant American Flow Control (AFC) Water- Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ East Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 El1-5Detector Check Meter Ames Commmv Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701Class 3/4"-6" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pi es/PVC Pressure Water 33-31-70 01/08/13 12/05/23 33-I1-12 PVC Pressure Pie Vinitech PVC Pie DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 12/05/23 33-1.142 PVC Pressure Pie Vln (tech PVC Pie DRI8 AWWA C900, AW WA C605, ASTM D1784 09/03/24 33-I1-12 PVC Pressure Pie Northern Pipe Products DR14 AWWA C900,.AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Produ ts DRI8 AWWA C900,.AWWA C605, ASTMD1784 16"-18" 3/19/2018 331112 PVC Pressure Pie Pi elite Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elite Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-l2" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-I6 UL 1295 ANSI/NSF 61 FM 1612 4"-28" 12/6/201 R 33 1 1 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSJ/NSF 61 FM 1612 l6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16'-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 t 1 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- IT Water - Piues/Valves & Fittinus/Ductile Iron Fittings 33-11-11 t01/08/131 07/23192 EI-07 Ductile loon Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & Cl10 E 1-07 Ductile Iron Fittings Griffin Pipe Products Co. Mechanical Joint Fittings AWWA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C I53, C I10, C I1 I 09/11/98 E 1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Ate—st Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA C111/C153 4"to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flrope Uni-Flange Series 1500 Circle -Lock AWWA Cl I1/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C 11I/C 116/C 153 4" to 12" 02/29/12 33-11-I1 Ductile loon Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C 11I/C116/C 153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4-SLC10 AWWAC111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands PVC Si to Co. Sigma One-Lok SLCE AWWA Cl I J/C153 12" to 24" 08/10/98 E1-07 MJ Finings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E 1-24 Interior Restrained Joint System S & B Techneial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Bolter Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries Sersm ore Mechanical Joint Fittings AWWA C 153 4" to 24" 1 I/07/16 33-I1-1I Mechanical Joint Retainer Glands Star Pipe Products Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI1I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CI 11 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Surrupore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI l I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AWWA CI 11 16"-1" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PipesNalves & Fittings/ResWent Seated Gate Valve* 33-12-20 (05AL 5) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SD 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516SO 94-20247 AWWA C515 16" 10/24,00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seated GV AWWA C509 4" to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennel 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SO 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA ('515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/29/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SO D-21652 AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stcekham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" EI-26 Resilient Seated Gate Valve U.S. Pipe and Forturtry Co. Me -seal 250, re uvcments SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works) EJ Flowki—, Gate Valve & Boxes Remove Marco 225 MR 24-26 Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"14" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Cam an AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" 02/04126 331221 Rubber Seated ButterflyValve Mueller Water Products Pratt XR-70 W/Segmented Seats AWWA C-504 24"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWAC105 Emil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 1 Water Sampling Station Ku f le Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as pan ofthe Construction Contract Documents, the requirements ofthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is em the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes ' From Original Standard Products List intertek , psi GEOTECHNICAL ENGINEERING SERVICES REPORT For the proposed BONDSMFl-DFW-005 Multifamily SE Corner of Bonds Ranch Road and Blue Mound Road Fort Worth, Texas Prepared for HPIMF Bonds Land DFW002, LLC 3700 North Capital of Texas Highway, Suite 420 Austin, Texas 78746 Prepared by Professional Service Industries, Inc. 310 Regal Row, Suite 500 Dallas, Texas 75247 Telephone (214) 330-9211 PSI Project No. 03422544 March 30, 2023 intertek March 29, 2023 HPIMF Bonds Land DFW002, LLC 3700 North Capital of Texas Highway, Suite 420 Austin, Texas 78746 Attn: Mr. Tim Shaughnessy p. (S12) 538-1034 E: Tim@hpitx.com Re: Geotechnical Engineering Services Report BONDSMFl-DFW-005 SE Corner of Bonds Ranch Road and Blue Mound Road Fort Worth, Texas PSI Project No.: 03422544 Dear Mr. Shaughnessy: Professional Service Industries, Inc. (PSI) is pleased to provide this Geotechnical Engineering Services Report for the proposed BONDSMFl-DFW-005 to be located at the southeast corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. This report includes the results of field and limited laboratory testing, and recommendations for building foundations and associated parking and drive areas, as well as general site development. PSI appreciates the opportunity to perform this geotechnical study and looks forward to continued participation during the design and construction phases of this project. If you have any questions pertaining to this report, or if PSI may be of further service, please contact our office at 214-330-9211. PSI also has great interest in providing materials testing and inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. (Registered Engineering Firm Certification: F-3307) Houtan Khabazi Project Engineer Richard Christensen, P.E Department Manager Nabil Mikhail, P.E, DG. E Chief Engineer Vol uitertek P51 TABLE OF CONTENTS 1.0 PROJECT INFORMATION............................................................ 1.1 Project Authorization......................................................... 1.2 Project Description............................................................ 1.3 Purpose and Scope of Services .......................................... 2.0 SITE AND SUBSURFACE CONDITIONS ......................................... 2.1 Site Location and Description ............................................ 2.2 Field Exploration................................................................ 2.3 Laboratory Testing............................................................. 2.4 Site Geology....................................................................... 2.5 Subsurface Conditions....................................................... 2.6 Groundwater Information .................................................. 3.0 EVALUATION AND RECOMMENDATIONS ................................... 3.1 Soil Shrink -Swell Potential .................................................. 3.2 Geotechnical Discussion.................................................... 3.3 Site Preparation and Fill Materials ..................................... 3.4 Foundation Recommendations .......................................... 3.5 Seismic Design................................................................... 3.6 Lateral Earth Pressures for Retaining Walls ....................... 4.0 PAVEMENT RECOMMENDATIONS ............................................. 4.1 Subgrade Soil Preparation .................................................. 4.2 Pavement Section.............................................................. 5.0 CONSTRUCTION CONSIDERATIONS ........................................... 5.1 Secondary Design Considerations ...................................... 5.2 Construction Materials Testing .......................................... 5.3 Moisture Sensitive Soils/Weather Related Concerns......... 5.4 Drainage and Groundwater Concerns ................................ 5.5 Excavations......................................................................... 6.0 REPORT LIMITATIONS............................................................... APPENDIX Site Vicinity Map (Figure 1) Aerial Plan with Boring Location (Figure 2) Boring Location Plan (Figure 3) Boring Logs Key to Terms and Symbols Used on Logs Page No. ............1 1 1 2 ............ 3 ............. 3 ............. 3 ............. 5 ............. 6 ............. 6 ............. 7 ............ 8 ............ 8 ............ 8 ............ 9 ..........12 ..........13 ..........14 ..........16 ...........16 ...........16 ..........19 ...........19 ........... 20 ........... 20 ........... 20 ........... 20 .......... 22 ton Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 1 1.0 PROJECT INFORMATION 1.1 Proiect Authorization Professional Service Industries, Inc. (PSI) has completed the geotechnical exploration for the BONDSMFI-DFW- 005 Multifamily to be located at the southeast corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. This geotechnical engineering study was authorized by Mr. Tim Shaughnessy with HPIMF Bonds Land DFW002, LLC by signing PSI's Proposal Acceptance. The scope of the study was performed in general accordance with PSI Proposal No. 0342-390620 dated January 12, 2023. 1.2 Project Description Project information was provided to PSI by Mr. Tim Shaughnessy with HPIMF Bonds Land DFW002, LLC. The information provided included the project site location and a site plan. Based on the information provided, it is understood that the proposed development consists of the following: • Thirteen, 3-story Apartment Buildings with a footprint of about 10,000 to 15,000 square feet; • Leasing Office with a footprint of about 5,000 square feet; and • Parking and access drives. Structural loading information was not available at the time of this report. However, based on experience with similar structures, the anticipated loads are detailed below. • Column loads for multifamily building will be 150 kips or less; • Wall loads less than 3 kips per linear foot; and • Slab loads not exceeding 150 pounds per square foot for multifamily building. For the proposed pavement, PSI anticipates that traffic loads will be produced primarily by passenger vehicles, light pickup trucks, occasional delivery semi -trucks, and occasional garbage trucks. Both asphalt and concrete pavements will be considered for this project. Based on the information provided it appears that the site is currently undeveloped land. Currently, the site consists of farmland areas. Based on the provided preliminary elevation information "PRELIM GRADING PLAN" dated January 2023 provided by Pacheco Koch, the site appears to have 10 feet of elevation difference from west (745) to east (735). High voltage power lines are located on the north side of the project site. Site grading information was provided at the time of this report. It is anticipated that the finished grades within the proposed building areas will be within 2 feet of existing grade. The geotechnical recommendations presented in this report are based on the available project information, site location, laboratory testing, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform PSI in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. PSI will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. www.intertek.com/building On 1.3 Purpose and Scope of Services Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 2 The purpose of this study was to explore the subsurface conditions at the site and to provide geotechnical evaluation and recommendations for the proposed construction. The scope of work for this project included drilling 31 borings extending to a depth of approximately 6 to 25 feet below the existing grade. The scope also included performing laboratory testing and preparing this geotechnical report containing geotechnical recommendations. This report briefly outlines the testing procedures, presents available project information, describes the site and subsurface conditions, and presents recommendations regarding the following: • Site preparation recommendations; • Estimated potential soil movements associated with shrinking and swelling soils; • Foundation types, depths, allowable bearing capacities, and an estimate of potential movements for the multifamily buildings; • General pavement section design criteria and pavement subgrade preparation; • Definition of the seismic site class using the International Building Code; and • Comments regarding factors that may impact construction and performance of the proposed construction. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Our scope did not include performing environmental drilling or testing of soil or groundwater samples. A geologic fault study to evaluate the possibility of surface faulting at this site was beyond the scope of this investigation. Should you desire a detailed fault study, please contact us. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 3 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 Site Location and Description The project site is located at Southeast Corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. Based on visual observations at the time of drilling the site consisted of farmland cover. The truck mounted drill rig experienced no issues accessing and drilling the exploratory borings. 2.2 Field Exploration Subsurface conditions at the site were explored by drilling 31 borings at the approximate locations shown on the Boring Location Plan included in the Appendix. The borings were located in the field by PSI personnel using GPS coordinates obtained from Google Earth. The boring location information is included in Table 2.1. Table 2.1: Boring Location Information Boring Number goring Location Depth (feet) GPS Coordinates Latitude Longitude B-101 Multifamily Building 25 32.92144 -97.34645 B-102 Multifamily Building 20 32.92121 -97.34657 B-103 Multifamily Building 25 32.92110 -97.34598 B-104 Multifamily Building 20 32.92083 -97.34592 B-105 Multifamily Building 25 32.92065 -97.34613 B-106 Multifamily Building 20 32.92046 -97.34638 B-107 Multifamily Building 20 32.92080 -97.34662 B-108 Multifamily Building 25 32.92121 -97.34682 B-109 Multifamily Building 25 32.92077 -97.34715 B-110 Multifamily Building 20 32.92081 -97.34751 B-111 Multifamily Building 25 32.92038 -97.34667 B-112 Multifamily Building 20 32.92009 -97.34657 B-113 Multifamily Building 20 32.92027 -97.34714 B-114 Multifamily Building 25 32.91973 -97.34716 B-115 Multifamily Building 25 32.91931 -97.34669 B-116 Multifamily Building 20 32.91931 -97.34716 B-117 Multifamily Building 25 32.92036 -97.34741 www.intertek.com/building On Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 4 Boring Number ring Location L Depth (feet) GPS Coordinates Latitude Longitude B-118 Multifamily Building 20 32.92030 -97.34796 B-119 Multifamily Building 25 32.92006 -97.34787 B-120 Multifamily Building 25 32.91971 -97,34797 B-121 Multifamily Building 20 32.91974 -97.34748 B-122 Multifamily Building 25 32.91932 -97.34753 B-123 Multifamily Building 20 32.91929 -97.34798 B-124 Multifamily Building 25 32.91952 -97.34846 B-125 Multifamily Building 20 32.91984 -97.34833 B-126 Multifamily Building 25 32.92015 -97.34845 B-127 Lease Office Building 20 32.92050 -97.34835 B-128 Drive Lanes 6 32.92176 -97.34631 B-129 Drive Lanes 6 32.92067 -97.34808 B-130 Drive Lanes 6 32.92113 -97.34717 B-131 Drive Lanes 6 32.91976 -97.34676 Note: GPS coordinates are based on hand-held GPS unit. Elevations of the ground surface at the boring locations were not provided to PSI and should be determined by others prior to construction. Therefore, the references to depth of the various materials encountered are from the existing grade at the time of drilling. The borings were drilled and sampled in general accordance with ASTM standards. Drilling equipment utilized for this project included truck -mounted rotary drilling equipment with appropriate support vehicles. The borings were drilled using continuous flight auger drilling techniques. The borings were sampled continuously to the depth of 10 feet and at five-foot intervals thereafter. Soil formations were sampled using a three-inch outer -diameter seamless steel tube sampler. A hand penetrometer was used as an aid in evaluating the relative shear strength of the soils encountered during drilling. The hand penetrometer readings are shown on the boring logs at the corresponding sample depths. Rock formations were tested using Texas Cone Penetrometer (TEX-132-E). Groundwater level measurements were recorded at boring locations during the field operations and were noted on the boring logs. The borings were backfilled with soil cuttings after the drilling operations were completed. www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 5 The subsurface conditions during drilling were monitored, logged and visually classified in the field by a geotechnical technician. Field notes were maintained for soil types and description, water levels, changes in subsurface conditions, and drilling conditions. After completion of field activities, the samples were transported to the laboratory in general accordance with ASTM D 4220. The soil samples were sealed in plastic bags and placed in secured containers prior to being transported to the geotechnical laboratory. Boring logs, which include soil descriptions, water level information, laboratory test data, stratifications, classifications based on the ASTM D 2487 and D2488, and sample types and depths are included in the Appendix. A key to descriptive terms and symbols used on the boring logs is also presented in the Appendix. 2.3 Laboratory Testing Laboratory testing of soils was performed in general accordance with applicable ASTM procedures. The laboratory testing program was established so that the engineering design parameters produced from the tests are appropriate for use in the engineering analyses and in support of the conclusions and recommendations. The geotechnical laboratory testing included the following tests: 1. Classification (ASTM D 2487 / 2488) 2. Moisture Content (ASTM D 2216) 3. Atterberg Limits (ASTM D 4318) 4. Percent Soil Particles Finer than No. 200 Sieve (ASTM D 1140) 5. Unconfined Compression Test (ASTM D 2166) 2.3.1 Sulfate Concentration Test Results Sulfate concentration tests have been done for BONDSBTR-DFW-006 Single Family Rentals and results of the laboratory sulfate ion concentration test (TEX-145-E) performed on soil samples obtained at select boring locations are presented in Table 2.2. PSI anticipates that it could be possibility of sulfate on the current project as well. Table 2.2: Sulfate Ion Concentration Test Results Boring Number Soil Classification Depth Sulfate Concentration (feet) (ppm) _ B 4 Fat Clay (CH) 4 to 6 9,800 (<0.98% by weight) B-8 Fat Clay (CH) 2 to 4 <100 (0.01% by weight) B-12 Fat Clay (CH) 0 to 2 <100 (<0.01% by weight) B-20 Fat Clay (CH) 2 to 4 <100 (<0.01% by weight) B 30 Fat Clay (CH) 4 to 6 15,800 (<1.58% by weight) www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 6 Table 2.3: Sulfate Exposure Rating Water Soluble Sulfate in soil (Percent by weight) Sulfate Exposure 0.00 to 0.10 Negligible or Class 0 Exposure 0.10 to 0.20 Moderate or Class 1 Exposure 0.20 to 2.00 Severe or Class 2 Exposure Over 2.0 Very Severe or Class 3 Exposure The concentration of water-soluble sulfates is a good indicator of the potential for chemical attack on concrete. Based on the ACI Manual of Concrete Practice (ACI 201.2R-10) or (ACI 318/318R-33), the amount of water-soluble sulfate in soil can be used to determine the sulfate exposure as shown in Table 2.3. Based on the limited test results, the sample at B-4 at a depth of 4 to 6 feet and at B-30 at a depth of 4 to 6 feet is classified as Severe or Class 2 Exposure. The remaining samples classified as Negligible or Class 0 Exposure. It should be realized that limited testing alone might not provide a reliable indication of corrosion potential. In accordance with TxDOT publication, "Guidelines for Treatment of Sulfate -Rich Soils and Base in Pavement Structures", the sample at location B-4 and B-30 at a depth of 4 to 6 feet is classified as "Level 2" soils because they have a sulfate content more than 8,000 ppm. As such, lime treatment of pavement subgrade soils is not recommended. The samples not tested in the laboratory will be stored for a period of 60 days subsequent to submittal of this report and will be discarded after this period, unless other arrangements are made priorto the disposal period. 2.4 Site Geology As shown on the Geologic Atlas of Texas, the site is located in an area where the Pawpaw Formations are present at or near the ground surface. The Pawpaw Formation, Weno Limestone, and Denton Clay, undivided. In the project area, the subsurface generally consists of fat clays overlaying by shale which is consistent with the Denton Clay geology. 2.5 Subsurface Conditions The subsurface conditions identified at the boring locations are shown on the boring logs included in Appendix of this report. A key to terms and symbols used on the logs is also included in Appendix. Based on the subsurface conditions identified by the exploratory borings and partial laboratory test results, the generalized subsurface profile at this site is presented in Table 2.2. Table 2.2: Generalized Subsurface Profile www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 7 Stratum Depth Range Description (feet) Fat Clay (CH), hard, dark brown to brown, with calcareous deposits and 0 to 19 limestone nodules II 18 to 25 Shale, soft to hard, gray The above subsurface description is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The boring logs included in the Appendix should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratification, locations of the samples, and laboratory test data. The stratification shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected across the site. The stratification represents the approximate boundary between subsurface materials and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. 2.6 Groundwater Information The initial water levels were monitored in the open boreholes during drilling and attempts were made to measure final water levels. Groundwater was encountered only at B-112 at 2 feet depth during drilling, and all remaining boreholes were observed to be dry during and at completion of drilling. Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage. Water seepage will largely depend on the permeability of the near surface soils. If more detailed water level information is required, observation wells or piezometers could be installed at the site, and water levels could be monitored. The groundwater levels presented in this report are the levels that were observed at the time of the field activities. It is recommended that the contractor determine the actual groundwater levels at the site at the time of the construction activities to determine the impact, if any, on the construction procedures. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 8 3.0 EVALUATION AND RECOMMENDATIONS 3.1 Soil Shrink -Swell Potential The results of laboratory plasticity tests indicate that very high plasticity clay soils are present at this site. The soils tend to swell when soil moisture increases and shrink when the soil moisture decreases. The amount of potential soil movement due to shrinking and swelling with soil moisture variations is represented or indicated by Potential Vertical Rise (PVR). In designing the soil -supported structures, the structural/civil engineer should take movements associated with shrinking -swelling soils into account. PVR estimates are based on an assumed depth known as the "Active Depth" to which the soil moisture variations could occur due to seasonal variations. It is noted that the active depth assumed herein may not represent the moisture variations that can occur to deeper depths due to the presence of large tree root systems that could desiccate the soils, or the presence of other heating units, or possible soil wetting due to pipe leaks, poor drainage, etc. It is very difficult to predict the moisture variations under the structure during its service life. Therefore, the PVR estimates provided herein should be considered approximate probable estimates based on industry standard practice and experience, and the movements predicted herein should not be construed as absolute values that could occur in the field. Using the Texas Department of Transportation (TXDOT) TEX-124-E method, the estimated PVR value is on the order of 3 to 4 inches. Poor drainage and water infiltration into the foundation soils can be detrimental to the ground supported structures. Excessive wetting of soil (due to accumulation of water), or, excessive drying (due to the presence large trees, etc.) could possibly result in greater PVR values than those estimated herein. It is recommended that the moisture -related problems be corrected immediately. It is important to help reduce the possibility of moisture changes by following the precautions shown below: 1. Direct surface runoff away from structures by sloping the subgrade away from the floor slabs. 2. Extend paving or other impervious coverings, such as sidewalks, to the slab edge. 3. Extend roof drain downspouts so that the discharge is at least 5 feet from the slab. 4. Avoid placing trees or shrubs adjacent to slab. 5. Avoid excessive drying of soil around the slab. 3.2 Geotechnical Discussion Based on the subsurface conditions encountered at this site, the presence of very high plasticity clay soils will govern the design of the foundation and will impact the proposed earth work activities. PSI understands that monolithic, post tensioned slab on grade foundations are the preferred foundation for these multi- family rental buildings. A creek runs north to south across the site. Based on the plans provided and email correspondence with the civil team, we understand that the creek will be graded to a 4(H):1(V) slope and no longer than 10 feet, and that no foundations will be closer than 7.5 feet from the edge of the creek. A slope stability analysis was performed and a Factor of Safety greater than 2 was obtained. Results are shown in the Appendix. www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 9 The building may be supported on post tensioned slab on grade on properly prepared building pad and the risk associated with the shrinking and swelling movements are acceptable. Typically, it is the industry practice to consider one -inch soil movement as the tolerable level and building pad are prepared to reduce the movements to 1-inch. Even with soil movements on the order of 1-inch, the building may have performance issues and cause the doors to stick due to uneven moments and the interior dry walls to crack. For any ground supported structure or floor slabs, it will be necessary to perform modifications to the subgrade in order to provide uniform support. Detailed geotechnical recommendations are presented in the following sections. 3.3 Site Preparation and Fill Materials 3.3.1 General Site Preparation: The following site preparation applies to the proposed building and pavement construction areas. It is recommended that the topsoil, organic material, fill materials and other miscellaneous debris be removed from the construction areas. The removal depth or organic material is generally about 6 inches but should be verified in the field during construction. A PSI representative should determine the actual depth of removal at the time of construction. After stripping of deleterious materials, the site should be excavated to the desired grade. Desired grade will depend on building or parking lot finished elevation and the depth of any subgrade modifications as discussed below for building pad preparation. The exposed soil should then be proof -rolled to locate any soft or loose areas. Proof -rolling shall be performed in accordance with Item 216 of Texas Department of Transportation (TxDOT), Standard specification for construction of highways, streets and bridges (TxDOT Spec) or equivalent procedure. Soils that are observed to rut or deflect excessively under the moving load should be undercut and replaced with properly compacted fill materials. A PSI representative should witness the proof -rolling and undercutting activities. It is advisable to perform the earthwork activities during a period of dry weather. The proof rolled subgrade shall be scarified to a depth of 6-inches and compacted to the "on -site soils" compaction specifications as shown in Table 3.3. After the completion of proof -rolling and undercutting activities, necessary fill placement may commence. 3.3.2 Building Pad Preparation: A ground supported slab can be constructed provided the movements associated with shrinking and swelling soils are reduced to a tolerable level and the owner understands the risk associated with such movements. In order to reduce the soil movements, it has been the industry practice to provide an engineered soil layers below the ground supported slab system. As requested by the client, building pad preparation recommendations are included in this report for potential soil movements associated with shrinking and swelling soils up to 2-inches. Option 1: Select Fill In order to provide uniform support to the floor slab -on -grade and to reduce the potential movements associated with shrink/swell soils, the engineered soil layers to be placed below the floor slab are given in Table 3.1. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 10 Table 3.1: Select Fill Recommendations Layer Thickness Elevation PVR Material Type (feet) (feet) 1-inch Select Fill 6 +0 to -6 2-inch Select Fill 4 +0 to -4 Note(s): Finish Grade is anticipated to be at existing grade at +0 feet. The select fill should be placed within the plan area of the structure and to a distance of at least 5 feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Plasticity and compaction requirements for the select fill are provided later in this section. Option 2: Moisture Conditioned Clay For this option, in order to reduce the PVR to tolerable levels and provide uniform support to the floor slab system and to reduce the potential movements associated with shrink/swell soils, the engineered soil layers to be placed below the floor slab are given in Table 3.2. Table 3.2: Moisture Condition Clay Recommendations Layer - PVR Material Type Thickness Elevation (feet) (feet) Select Fill, Flexible Base Cap, or Lime Stabilized Clay Cap 1 +0 to -1 1-inch Moisture Conditioned Clay 7 -1 to -8 Select Fill, Flexible Base Cap, or Lime Stabilized Clay Cap 1 +0 to -1 2-inch Moisture Conditioned Clay 4 -1 to -5 Note(s): Finished Grade is anticipated to be at existing grade at +0 feet. The moisture conditioned soil should be placed within the plan area of the structure and to a distance of at least five feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Placement and compaction requirements are provided in Table 3.3 in this section. For this option, moisture levels must be maintained throughout the life of the project. It is noted that if the moisture conditioned clay dries there is possibility for shrinking movements to occur. Keeping the soils moist can be accomplished by the addition of landscape irrigation and construction of impermeable surfaces such as the floor and site paving to limit moisture loss. Larger vegetation should be placed at least the mature height of the vegetation away from the structure to limit the impact of the root system on the soils supporting the floor slab. www.intertek.com/building On Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 11 3.3.3 Fill Materials: Fill materials should be free of organics, miscellaneous debris and a particle size of 3 inches or less. If water must be added, it should be uniformly applied and thoroughly mixed into the soil by disking or scarifying. Care should be taken to apply compaction throughout the fill areas. The moisture content and degree of compaction of the fill should be maintained until the construction of structures. Each lift of select fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. The following types of fill can be used as recommended in this report. Common Fill: Common fill may consist of on -site or imported materials. Imported common fill should be cohesive soils with a plasticity index of less than 45, free of organics and miscellaneous debris and have a particle size of 3 inches or less. The first layer of common fill materials should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Common fill should be placed in maximum 8-inch loose lifts and compacted to the specifications as shown in Table 3.3. Moisture Conditioned Clay Fill: Moisture conditioned fill is on -site or imported cohesive soil (common fill) that is pre -swelled by mechanically mixing water during the compaction process which is also referred as Moisture Treated Subgrade (MTS). The first layer of moisture conditioned fill should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Moisture Conditioned Fill shall have a clay lump size of less than 2-inches. Moisture Conditioned Fill should be placed and compacted to the specifications as shown in as shown in Table 3.4. Select Fill: Select fill materials shall be sandy lean clay or lean clay (CL) soils free of organics and miscellaneous debris and have a liquid limit not greater than 35 and a plasticity index between 8 and 18. Clayey Sand soils that meet the above plasticity requirements and have a percent passing no. 200 greater than 40% may be reused as select fill. Select fill should be placed and compacted to the specifications as mentioned in Table 3.3. Flexible Base: Flexible base materials should meet TxDOT Item 247 Type A and D Grade 1 or 2. Recycled concrete can be used. Flexible base should be placed and compacted to the specifications as mentioned in Table 3.3. Lime Treated Soils: The lime treated soils are soils that are treated with 6 to 8% of lime expressed as percent of the dry weight of the soil to be treated. In order to determine the percentage of lime addition, lime series testing should be performed in accordance with ASTM D6276 or TxDOT test method TEX-121-E Part III (pH -Series). In addition, the soils should be checked for sulfates (TEX-145-E) prior to the use of lime. Lime treatment should be performed in accordance with the applicable provisions of Item 260 of the TxDOT Specification. Lime Treated soils can be used as Select Fill materials. Lime treated soil should be placed and compacted to the specifications as shown in Table 3.3. Table 3.3: Compaction Specifications Range of Compaction Minimum Percent of Fill Type Loose Lift Maximum Dry Moisture From Proctor Test Thickness Density (MDD) Optimum Moisture Method Content (OMC) Common Fill or On -site Soils 8 inches 95 or greater 0% to +4% ASTM D 698 www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 12 Moisture Conditioned Soils 8 inches 93 or greater +3% or greater ASTM D 698 Select Fill 8 inches 95 or greater 0% to +4% ASTM D 698 Flexible Base 8 inches 95 or greater -2% to +2% ASTM D 698 Lime Treated Soils 8 inches 95 or greater +0% to +4% ASTM D 698 3.4 Foundation Recommendations The proposed wood -frame apartment buildings can be supported on a PTI Slabs -on -Ground foundation system, provided that some differential movement can be tolerated and provided the recommended subgrade preparation activities are performed. Shallow foundations should be placed at least two feet below the finished grade on properly compacted structural fill soils and can be designed for an allowable bearing pressure of 1,500 psf. A creek runs north to south across the site. Based on the plans provided and email correspondence with the civil team, we understand that the creek will be graded to a 4(H):1(V) slope, and that no foundations will be closer than 7.5 feet from the edge of the creek. A slope stability analysis was performed and a Factor of Safety greater than 2 was obtained. Results are shown in the Appendix. Stiffened slab -on -grade foundation system may be designed using the Third Edition of the Post -Tensioning Institute (PTI)l "Design of Post -Tensioned Slabs -on -Ground" and the Volflo 1.5 design software. PSI understands that movements of up to 2-inches are being considered. PTI design parameters were developed and are presented in the Table 3.4. The design values correspond to different PVR estimates based on the building pad preparations performed at the site. Table 3.4: PTI Design Parameters PVR (inches) Center Lift Edge Lift Em (feet) Ym (in) Em (feet) Ym (in) 1 8.00 -1.33 4.20 1.91 2 7.50 -1.59 3.90 2.28 The grade beams should have a minimum width of 10 inches even if the actual bearing pressure is less than the design value. The perimeter grade beams should bear at least 24 inches below adjacent surface grades (i.e. bottoms of beams and pads should bear at least 24 inches below the adjacent ground surface). If soft or loose soils are encountered at the design bearing level, they should be undercut to stiff or dense soils and the excavation back -filled with concrete. Resistance of shallow spread footings to lateral forces is provided by the sliding resistance mobilized along the underside of the foundation base (friction and/or adhesion) and the net passive resistance of the soil 1 Post -Tensioning Institute (PTI DC 10.1-08)- Design of Post -Tensioned Slabs -on -Ground, by the Post -Tensioning Institute, Third Edition 2004 www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 13 acting over the opposing side faces of the foundation. For design purposes, the sliding resistance and net passive soil resistance can be assumed to develop simultaneously. For shallow foundations founded on naturally occurring clay or compacted cohesive structural fill, a unit adhesion (Ca) of 550 psf could be assumed for design along the area of the underside of the foundation base. The net passive resistance offered by a foundation is equal to the difference between the passive and active earth pressures (Pp and Pa) generated on the opposite side faces normal to the acting lateral load. A passive lateral earth pressure coefficient (Kp) of 1.3 and active lateral earth pressure coefficient of 0.33 can be used. The uplift resistance of a shallow foundation formed in an open excavation will be limited to the weight of the foundation concrete and the soil above it. For design purposes, the ultimate uplift resistance should be based on effective unit weights of 120 and 150 pcf for soil and concrete, respectively. This value should then be reduced by an appropriate factor of safety to arrive at the allowable uplift load. If there is a chance of submergence, the buoyant unit weights should be used. The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that the foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose soil zones encountered at the bottom of the grade beam excavations should be removed and replaced with properly compacted fill as directed by the geotechnical engineer. After opening, grade beam excavations should be observed, and concrete placed as quickly as possible to avoid exposure of the grade beam bottoms to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. If possible, the foundation concrete should be placed during the same day the excavation is made. If it is required that grade beam excavations be left open for more than one day, they should be protected to reduce evaporation or entry of moisture. An allowable bearing pressure of 600 psf can be used for slab -on -grade bearing on compacted select fill. A vapor retarder such as polyethylene sheeting should be provided directly beneath the ground supported slab. Adequate construction joints and reinforcement should be provided to reduce the potential for cracking of the floor slab due to differential movement. 3.5 Seismic Design The International Building Code (IBC) was used in this report. As part of this code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event, as well as, the properties of the soils that underlie the site. Part of the IBC code procedure to evaluate seismic forces requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Seismic Site Class for this project, we have interpreted the results of our test borings drilled within the project site and estimated appropriate soil properties below the base of the borings, as permitted by the code. The estimated soil properties were based upon data available in published geologic reports as well as our experience with subsurface conditions in the general site area. www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 14 Based upon the evaluation, the subsurface conditions within the site are consistent with the characteristics of the Seismic Site Class E as defined in the building code. 3.6 Lateral Earth Pressures for Retaining Walls It is anticipated that cast -in -place retaining walls of height up to 5 feet may be constructed, and that these walls will be designed by others. The earth pressure on a stem wall depends on the extent, degree of compaction and the type of backfill that will be placed behind the stem wall. At this time, the type of compacted fill to be placed behind the wall is unknown. The compaction requirements of the back -fill material are provided in section 3.3. Equivalent fluid pressure values (for active earth pressure condition) for various compacted back -fill material types are shown in Table 3.3. Table 3.4 shows active and at rest earth pressure coefficients. Active earth pressure condition is applicable if horizontal movement can occur along the wall height. If the walls are restrained at the top, at -rest earth pressure condition is applicable. The equivalent fluid pressure values shown in Table 3.3 are applicable for horizontal backfill surface. The values in tables are applicable if the backfill behind the wall extends to a minimum distance equal to the wall height. The earth pressure values for the above water table condition correspond to the total unit weight of soil and the earth pressure values for the below water table condition correspond to the buoyant or submerged unit weight of soil, excluding the hydrostatic pressure. Drainage systems should be provided to collect/remove water and to prevent hydrostatic pressure on the walls. If provisions to prevent accumulation of water behind the walls are not provided, the walls should be designed to resist the hydrostatic head in addition to the buoyant lateral earth pressures. The hydrostatic pressures should be accounted for the full height of the wall. It is anticipated that the drainage system consists of a drainage fabric along the wall which is connected to a drain located at the heel of the wall. The heel drain could consist of fabric wrapped gravel with perforated PVC pipe. Any additional lateral loads due to surcharge and live loads should also be included in the design. A minimum uniform surcharge pressure of 250 psf should be included in the design for the pavement and traffic loads. The lateral pressure on the wall due a uniform surcharge load can be taken as earth pressure coefficient values shown in Table 3.4 multiplied by the surcharge pressure. PSI should be contacted to assess the earth pressures, if any structures are located within close proximity of the retaining wall. Table 3.3: Equivalent Fluid Pressures (Pounds per Square Foot per Foot of Wall Height) Material Type Active Condition (Horizontal Backfill) At Rest Condition (Horizontal Backfill) Above Water Below Water' Above Water Below Water' Common Fill or Natural Soil 61 31 82 41 Select Fill 42 21 63 31 www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 15 Active Condition At Rest Condition (Horizontal Material Type (Horizontal Backfill) Backfill) Above Water Below Water' Above Water Below Waters __J Flexible Base or Free Draining Sand (less 10% fines) or Gravel (C33 Size 57) 34 17 54 27 Notes: (a) Lateral earth equivalent fluid pressures were calculated using submerged unit weight of soil and the pressure does not include the hydrostatic fluid pressure of 62.4 psf per foot depth due to differential water levels that occur in -front of the wall and behind the wall. (b) Values provided correspond to soils compacted in according to Section 3.3 Site Preparation and Fill Materials. (c) If flexible base or sand or gravel are used, a minimum of two feet of clay should be placed over the materials. Table 3.4: Lateral Earth Pressure Coefficients Active Condition At -Rest Condition Material Type 117 (Horizontal Backfill) Horizontal Backfill Common Fill or Natural Soil 0.49 0.66 Select Fill 0.33 0.50 Flexible Base, or, Free Draining Sand (less 5% fines), 0.27 0.44 or, Gravel (ASTM C33 Size= 57) www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 16 4.0 PAVEMENT RECOMMENDATIONS 4.1 Subgrade Soil Preparation Based on subsurface soil information, PSI recommends that 12 inches of select fill can be provided below the pavement materials. Select fill should be compacted as provided in Section 3.3 Earthwork and Fill Materials of this report. As an alternative to preparing the subgrade, the design pavement thickness of rigid pavement can be increased by one inch in addition to the recommended pavement thickness provided in Table 4.1. The thicker pavement section will be constructed over 6 inches of scarified and re -compacted subgrade instead of lime -stabilized subgrade or select fill subgrade. Structurally, both designs (i.e., pavement over select fill subgrade and pavement with greater thickness over natural soils) are more or less equal. However, it is our opinion that the pavement with select fill subgrade will perform better than the pavement with 1-inch additional thickness on natural soil. This is primarily due to environmental and drainage factors affecting the performance life of this pavement. Non -treated soils are susceptible to movements or softening thus resulting in a loss of support to the concrete pavement structure. The purpose of select fill is to minimize the loss of support and bridge the subgrade from moisture infiltration thereby reducing soil softening and enhancing the performance and life of the pavement. Both pavements would require periodic maintenance. 4.2 Pavement Section AASHTO design methodology can be used to design the pavements. According to AASHTO design methodology, the pavement design thickness primarily depends on strength of the subgrade soils and type of traffic. Traffic includes several types of vehicles with various magnitudes of axle loads that may be subjected to the pavement during its service life. The design involves a traffic analysis that converts various types of vehicles with various magnitudes axle loads to a number of 18-kip equivalent single axle load (ESAL) repetitions. The design engineer should perform the traffic analyses to compute the number of ESALs repetitions that would be subjected to the pavement during its service life or design life. Based on the computed ESALs, an economical and appropriate pavement can be designed accordingly. AASHTO low volume design methodology can also be used to design pavements. The low volume design methodology depends on typical subgrade conditions for 6 different U.S climatic zones and provides minimum thickness for 3 different levels of traffic. Based on AASHTO low volume design and our previous experience, we have provided pavement thickness for both a rigid and a flexible pavement system in the tables below. The tables below include thickness design corresponding to 2 levels of traffic (low and high). It is recommended that the pavement design thicknesses correspond to following: • Low traffic condition: Parking areas expected to receive only passenger vehicles and light pickup truck traffic. • High traffic condition: Parking and drive areas with heavy traffic, fire lanes, trash pickup areas, main access driveways, and 18-wheeler loading/unloading. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 17 Table 4.1: Minimum Rigid Pavement Section Pavement Material(s) Design Thickness Low High Portland Cement Concrete 5.0 inches 7.0 inches Pavement Subgrade As Discussed in Section 4.1 Table 4.2: Minimum Flexible Pavement Section Design Thickness Pavement Material(s) Low High Hot Mix Asphalt Concrete 2.0 inches 3.0 inches TxDOT Item 340. Type D Flexible Base Material 6.0 inches 8.0 inches TOOT Item 247. Type A or D, Grade 1 or 2 Pavement Subgrade As Discussed in Section 4.1 Large front -loading garbage trucks frequently impose concentrated front -wheel loads on pavements during loading. This type of loading typically results in rutting of the pavement and ultimately, pavement failures. Therefore, it is recommended that the pavement in trash pickup areas consist of a minimum 7-inch thick, reinforced concrete slab. During the construction phase of this project, site grading should be kept in such a way that the water drains freely off the site. Proper finishing of concrete pavements requires the use of sawed and sealed joints. Construction joints should be designed in accordance with current Portland Cement Association guidelines. Joints should be sealed to reduce the potential for water infiltration into pavement joints and subsequent infiltration into the supporting soils. Joint spacing is recommended at 15-foot intervals for plain concrete. Dowel bars should be used to transfer loads at the transverse joints. Normal periodic maintenance will be required. The design of steel reinforcement should be in accordance with accepted codes. The concrete should have a minimum compressive strength of 3,500 psi at 28 days. The concrete should also be designed with 5 ± 1 percent entrained air to improve workability and durability. Pavement materials and construction procedures should conform to TXDOT or appropriate city and county requirements. Surface water infiltration to the pavement subgrade layers may soften the subgrade soils. Considering several factors in the pavement design can reduce surface infiltration. The following are some of the factors that need to be emphasized in order to maintain proper drainage. 1) Appropriate slopes should be provided to drain the water freely from the pavement surface. 2) Joints should be properly sealed and maintained. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas in March 30, 2023 OVI Page 18 3) Side drains or sub drains along a pavement section may be provided 4) Proper pavement maintenance programs such as sealing surface cracks, and immediate repair of distressed pavement areas should be adopted. 5) During and after the construction, site grading should be kept in such a way that the water drains freely off the site and off any prepared or unprepared subgrade soils. Excavations should not be kept open for a long period of time. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 19 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Secondary Design Considerations The following information has been developed after review of numerous problems concerning foundations throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design and specifications for the project, performance of the project will be improved. 1. Prior to construction, the area to be covered by building should be prepared so that water will not pond beneath or around the building after periods of rainfall. In addition, water should not be allowed to pond on or around pavements. 2. Roof drainage should be collected and transmitted by pipe to a storm drainage system or to an area where the water can drain away from buildings and pavements without entering the soils supporting buildings and pavements. 3. Sidewalks should not be structurally connected to buildings. They should be sloped away from buildings so that water will be drained away from structures. 4. Paved areas and the general ground surface should be sloped away from buildings on all sides so that water will always drain away from the structures. Water should not be allowed to pond near buildings after the floor slabs and foundations have been constructed. 5. Backfill for utility lines that are located in pavement, sidewalk and building areas should consist of on -site fill. The backfill should be compacted as described in the Earthwork and Fill Materials section of this report. Lesser lift thicknesses may be required to obtain adequate compaction. 6. Care should be exercised to make sure that ditches for utility lines do not serve as conduits that transmit water beneath structures or pavements. The top of the ditch should be sealed to inhibit the inflow of surface water during periods of rainfall. 7. Flower beds and planting areas should not be constructed along building perimeters. Constructing sidewalks or pavements adjacent to buildings would be preferable. If required, flower beds and planting areas could be constructed beyond the sidewalks away from the buildings. If it is desired to have flower beds and planting areas adjacent to a building, the use of above grade concrete box planters, or other methods that reduce the likelihood of large changes in moisture content of soils adjacent to or below structures should be considered. 8. Water sprinkling systems should not be located where water will be sprayed onto building walls and subsequently drain downward and flow into the soils beneath foundations. 9. Trees in general should not be planted closer to a structure than the mature height of the tree. A tree planted closer to a structure than the recommended distance may extend its roots beneath the structure, allowing removal of subgrade moisture and/or causing structural distress. 10. Utilities that project through slab -on -grade floors should be designed with some degree of flexibility and/or with a sleeve to reduce the potential for damage to the utilities should movement occur. 11. Soil supported floor slabs are subject to vertical movements. This often causes distress to interior wall partitions supported on soil supported floor slabs. This should be considered in the design of soil supported floor slabs. www.intertek.com/building On 5.2 Construction Materials Testing Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 20 It is recommended that PSI be retained to provide observation and testing of construction activities involved in the foundations, earthwork, and related activities of this project. PSI cannot accept any responsibility for any conditions that deviates from those described in this report, nor for the performance of the foundations if not engaged to also provide construction observation and testing for this project. Observation of all foundation bearing materials, pier construction activities, structural steel and subgrade treatment operations should be performed by a representative of PSI. Density testing should be performed at a rate of one per 2,500 square feet per 8-inch lift in building areas, one test per 10,000-square feet per 8-inch lift in paved areas and 1 per 100 linear feet per 8-inch lift in utility trench backfill. A moisture -density relationship (Proctor), Atterberg's limit and minus 200 sieve test should be performed for each material encountered at finished subgrade elevation. 5.3 Moisture Sensitive Soils/Weather Related Concerns The upper fine-grained soils discovered at this site could be sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. Construction schedules should account for these conditions during wetter times of the year. 5.4 Drainage and Groundwater Concerns Water should not be allowed to collect in the foundation excavation, on floor slab areas, or on prepared subgrades of the construction area either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of any collected rainwater, ground water, or surface runoff. Positive site surface drainage should be provided to reduce infiltration of surface water around the perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. PSI recommends that the contractor determine the actual ground water levels at the site at the time of the construction activities. It may be expedient to drill auger holes or excavate test pits adjacent to the building area immediately prior to construction to determine the prevailing water level elevation. Any water accumulation should be removed from excavations by pumping. Should excessive and uncontrolled amounts of seepage occur, the geotechnical engineer should be consulted. 5.5 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly www.intertek.com/building Oun Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 21 enforced and if they are not closely followed the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. www.intertek.com/building Project Number: 03422544 BONDSMFl-DFW-005 Multifamily, Fort Worth, Texas March 30, 2023 Page 22 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed BONDSMFl-DFW-005 Multifamily to be located at southeast corner of bonds ranch road and blue mound road in Fort Worth, Texas. If there are any revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied, except in the entirety, without expressed written permission from PSI. PSI is not responsible for any claims, damages, or liability associated with the interpretation or re -use of the subsurface data or engineering analysis or the conclusions or recommendations of others based on the findings and recommendations presented herein. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At that time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This geotechnical report has been prepared for the exclusive use of HPIMF Bonds Land DFW002, LLC and their representatives for the specific application of the proposed BONDSMFI-DFW-005 Multifamily development to be located at the southeast corner of bonds ranch road and blue mound road in Fort Worth, Texas. www.intertek.com/building oun APPENDIX www.intertek.com/building i s \---ti�armo Ram �m pN uOwJ?H z3 • LU ■ _ S •�`- N h-a 9.1 40 r. f e J t g r w i IY' cn' "i i• . CY] �. � %E • IM T, d E i(D X N ql ul oIP1Il?LUAU { ao,. 18 m - ■ N N ■ vLU• a4 et - • rLo w ro�'CD CO ll O • a - yS..Tr N .L f�7e � ct y r • as Ov- a oc w a 1 Z a J Z 0 a U 0 ♦J V NZ li 0 W - VI O �1 O LO n N _ 0nM O m � CN �f whL-u Z _ �is0 M o d Ul G s o Y U N = O N M Z o 0 U LO N W ce) _) o 0 w 2 Z U _S H Z o m CO W W �-o� _Z o (7 LL Of If Z 2 = O wU) L)3: L) 0 LL Z 0]70 2 0 U co W 0LU N C� U O u1 Z U) W fy U` LL 7 BORING LOCATION PLAN 116 i GEOTECHNICAL ENGINEERING SERVICES BONDSMFl-DFW-005 SE Corner Bonds Ranch Road and Blue Mound Road Fort Worth, TEXAS FIGURE No. 3 T PSI PROJECT No.: 03422544 1W DATE: 3/20/2023 DRAWN: HK CHKD:: RC r untertek ,, I 310 Regal Row, Suite 500 S Dallas, Texas 75247 PHONE: (214) 330-9211 i LOG OF BORING B-101 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92144 LONGITUDE:-97.34645~m Z�_ in Hd� o_Up UJ tY� �Z �� Oz 2O 36 20 20 15 12 21 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -_. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 100 109 w c�- �� rnF �(D o w o � vU) 1.35 5.90 Z j w Qo ao o 89 97 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcerous deposits -Lean clay seam LL 72 49 PL 25 17 PI 47 32 _. __. ___. _ _. 5 10 15 T1 20 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height :100(6. 5.7 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-102 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J DRILLED: Automatic COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92121 LONGITUDE:-97.34657 Z�- in Hd� o_UO ��m TO GROUND GROUND GROUND DELAYED UJ �� �Z �� Oz g0 33 33 20 18 22 18 19 WATER WATER p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- --. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fry IF-Z -. 107 104 w c�- �� rnF �(D o w o � vU) 2.14 4.72 Z j w Qo ao o � 95 99 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcerous deposits OF BORING: 20 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height LL 51 51 GROUND PL 19 22 WATER DURING AFTER WATER: PI 32 29 DRILLING: DRILLING: -- -- -- - 5 . __. . __. . _ . 10 I-111 1 15 20 25 30 35 40 45 M-M] 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-103 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92110 LONGITUDE:-97.34598~m Z�- in Hd� av0 UJ �� �Z �� Oz 2O O 30 28 24 17 21 20 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 102 106 w �� rnF �(D o w o Of vU) 3.47 4.32 Z j w Qo ao o 87 93 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 66 63 PL 26 21 PI 40 42 -- -- -- -- 5 -- - 10 15 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height :100(5' :100 4' TO GROUND GROUND GROUND DELAYED ) WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-104 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92083 LONGITUDE:-97.34592 Z�- in Hd� o_UO ��m UJ �� �Z �� Oz g0 29 27 27 21 23 20 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- -_._ -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd Z 91 100 w �� rnF �(D w o u vU) 1.13 1.97 Z j w Qo ao o � 91 90 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 69 63 PL 24 21 PI 45 42 -- -- _-. -- --_.-- -- _._- 5 .__ _. .__. ._.. - 10 15 '-d-1- [T1 SHALE, soft to hard, gray T:100(6.25") OF BORING: 20 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-105 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w 0- J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92065 LONGITUDE:-97.34613 Z�_ in Hd� o_UO ��m UJ �� �Z �� Oz g0 28 27 24 21 22 17 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd Z 101 112 w c�- �� rnF �(D w o u vU) 2.19 7.23 Z j w Qo ao o � 88 98 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits Lean clay seam LL 67 43 PL 22 19 PI 45 24 -- -- -- -- 5 41 -4 T 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height :100(4. :100 2' TO GROUND GROUND GROUND DELAYED ") WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-106 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 _p 0 w a O DRILLED: Automatic COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92046 -97.34638 ~0 TO GROUND GROUND GROUND DELAYED wo �-z n Oz 2O O 30 33 24 21 19 20 16 WATER WATER 7a a X UwTONS/SO.FT. Hp nz a 0 N/A COMPRESSIVE OHP STRENGTH 1 •UCUU 2 3 4 5 o���a z 114 103 W c U'Za w F Ww o� �� 4.06 7.20 j nw ao CD oLONGITUDE: 90 96 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules, with calcareous deposits OF BORING: 20 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height LL 52 56 GROUND PL 16 21 WATER DURING AFTER WATER: PI 36 35 DRILLING: DRILLING: 5 10 15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-107 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J DRILLED: Automatic COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92080 LONGITUDE:-97.34662 Z�- in Hd� o_UO ��m TO GROUND GROUND GROUND DELAYED UJ �� �Z �� Oz g0 25 23 23 22 24 20 18 WATER WATER p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fry Z '104 109 w �� rnF �(D w o u vU) 2.50 5.75 Z j w Qo ao o � 98 97 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits OF BORING: 20 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height LL 57 56 GROUND PL 18 20 WATER DURING AFTER WATER: PI 39 36 DRILLING: DRILLING: -- -- -- -- 5 ----------------- 10 15 D 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-108 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w 0- J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92121 LONGITUDE:-97.34682 Z�_ in Hd� o_UO ��m UJ �� �Z �� Oz g0 30 31 19 20 21 21 22 p� p� �= - U� c~n� QJ a UX �o wZ Q— o I 0 -- --. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd - Z 106 102 w c�- �� rnF �(D o w o u vU) 3.04 3.39 Z j w Qo ao o � 80 97 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits Lean clay seam LL 42 56 PL 17 20 PI 25 36 -- --. -- --. -- --- -- _ - 5 10 15 20 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height 4.7 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-109 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92077 LONGITUDE:-97.34715~m Z�- in Hd� o_Up UJ �� �Z �� Oz 2O 32 33 24 27 19 22 15 p� p� �= - U� c~n� QJ a UX �o wZ Q- a I 0 -- - 14-1- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� - Z 96 93 w c�- �� rnF �(D o w o � vU) 1.08 5.66 Z j w Qo ao o 91 96 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 79 54 PL 21 17 PI 58 37 -- - -- - -- -- - 5 10 15 20 -.�l 11- t SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height 3.7 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic -30- -35- -40- -45- t H 50- DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING 13-110 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 _p 0 w a O DRILLED: Automatic COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92081 -97.34751 �0 TO GROUND GROUND GROUND DELAYED wo �-z n Oz 2O O 35 32 26 20 26 19 18 WATER WATER 7a a X UwTONS/SO.FT. Hp nz a 0 N/A COMPRESSIVE OHP STRENGTH 1 •UCUU 2 3 4 5 o���a z 99 103 W c U'Za w F Ww o� �� 3.38 4.59 j nw ao a CD oLONGITUDE: 96 97 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules, with calcareous deposits OF BORING: 20 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height LL 62 51 GROUND PL 23 18 WATER DURING AFTER WATER: PI 39 33 DRILLING: DRILLING: 5 10 1 A1W 171 T 15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-111 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92038 LONGITUDE:-97.34667 Z�- in Hd� o_UO ��m UJ �� �Z �� Oz g0 26 25 27 22 22 19 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 - .................................................. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd Z 91 110 w c�- �� rnF �(D w o u vU) 0.72 4.22 Z j w Qo ao o � 94 98 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 82 61 PL 24 24 PI 58 37 _. _ _. _ _ _. _ _. . _ _. 5 10 15 SHALE, soft to hard, gray T:100(3.2 T:100 OF BORING: 25 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height 2.7 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 M-M] 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-112 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 _p 0 w a O COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92009 -97.34657 �0Oz wo �-z n 2O O 35 31 15 22 19 20 7a Zi a X UwTONS/SO.FT. Hp nz a 0 N/A COMPRESSIVE OHP STRENGTH 1 •UCUU 2 3 4 5 o���a z 110 107 W c U'Za F Ww o� �� 0.90 5.22 > nw ao CD oLONGITUDE: 21 94 DESCRIPTION , very stiff to hard,dark brown to rown, with limestone nodules, with calcareous eposits LL 50 55 PL 15 21 PI 35 34 5 10 15 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height 1.2 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 0 5 50 DEPTH DATE NOTES: DRY 2 feet Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-113 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I- _ Q 0 w 0- J DRILLED: Automatic COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92027 LONGITUDE:-97.34714 z�LL in Hd� o_UO ��m TO GROUND GROUND GROUND DELAYED UJ �� �Z �� Oz g0 30 21 25 20 18 18 WATER WATER p� p� �= - U� U)n� QJ a UX 1=o wZ Q— a 0 _ -------------------- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. i • 2 UC 3 A UU 4 5 }LL fry IF-Z -. 102 w c�- �� rnF �(D o w o u vU) 1.18 1.90 Z j w Qo ao o � 81 97 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules OF BORING: 20 FEET DEPTH 3/2/23 hammer, 1701bs, 24-inch drop height LL 61 53 GROUND PL 22 19 WATER DURING AFTER WATER: PI 39 34 DRILLING: DRILLING: _. - _ _. - _-. - _ _. - 5 11109 10 15 20 25 30 35 40 45 M-M]50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-114 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 w _ a w pCN 0 w a O< COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.91973 LONGITUDE:-97.34716 zH� in �a� 0-00 ~m wo �� �--z cn� Oz 2O O 28 24 16 18 20 24 p� pg c7- Zi U� c~n� a� a UX Hwp cnz �— 0- 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � > o� i-a z 111 103 W c U� wF �� a W o � �� 2.26 3.10 Z> U)U) ao a o o 89 99 DESCRIPTION , stiff o hard, dark brown to brown, with limestone nodules LL 61 61 PL 22 22 PI 39 39 5 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height :100(3' :100 2. TO GROUND GROUND GROUND DELAYED ) " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-115 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 w _ IL w p 0 w a O COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91931 LONGITUDE:-97.34669 zH� in �a� 0-00 ~m 11/9/15 N:24 wo �� �--z cn� Oz 2O O 24 27 21 30 17 23 p� pg c7- Zi U� c~n� a� a UX Hwp cnz �— 0- 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � > o� i-a z 99 105 W c U� wF �� a W o � �� 1.20 1.75 Z> U)U) ao a o o 87 98 DESCRIPTION , stiff o hard, dark brown to brown, with limestone nodules LL 70 63 PL 23 26 PI 47 37 5 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/25/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-116 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91931 LONGITUDE:-97.34716~m Z�- in Hd� av0 UJ �� �Z �� Oz 2O O 26 28 18 19 19 19 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 93 112 w c�- �� rnF �(D o w o Of vU) 1.03 4.57 Z j w Qo ao o 92 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 75 56 PL 26 21 PI 49 35 . t 5 _. 11, ..__. ..__. .._ 10 15 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 2/25/23 hammer, 170lbs, 24-inch drop height 2.7 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-117 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92036 LONGITUDE:-97.34741 Z�- in Hd� o_UO ��m UJ tY� �Z �� Oz g0 28 25 21 19 21 18 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 - N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd Z 109 115 w �� rnF �(D w o u vU) 5.02 6.95 Z j w Qo ao o � 92 98 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules LL 62 50 PL 20 19 PI 42 31 - - - - - 5 - 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height :100 2. TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-118 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 a _ IL w p 0 w a O DRILLED: Automatic COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92030 LONGITUDE:-97.34796 zH� in �a� 0-00 �Hm TO GROUND GROUND GROUND DELAYED wo �� �-z cn� Oz 2O O 21 22 21 17 18 19 19 WATER WATER p� pg c7- Zi U� c~i>� a� a UX Hwp cnz �— a 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 > o� i-a z 101 111 W c U' wF �� a W o � �� 1.17 3.65 Z> cnw ao a o o 97 96 DESCRIPTION , stiff o hard,dark brown to brown, with limestone nodules OF BORING: 20 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height LL 57 58 GROUND PL 19 23 WATER DURING AFTER WATER: PI 38 35 DRILLING: DRILLING: 5 10 15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED intertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-119 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92006 LONGITUDE:-97.34787 Z�- in Hd� o_UO ��m UJ tY� �Z �� Oz g0 28 29 19 18 18 19 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd Z 117 112 w c�- �� rnF �(D w o u vU) 7.45 6.06 Z j w Qo ao o � 92 98 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules LL 56 57 PL 19 19 PI 37 38 5 10 IT 1-1-1-1 It- 1 15 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height :100(3. 2.7 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-120 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91971 LONGITUDE:-97.34797~m Z�_ in Hd� av0 UJ tY� �Z �� Oz 2O O 23 23 23 21 19 17 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- 14-1- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 100 105 w c�- �� rnF �(D o w o � vU) 0.75 2.54 Z j w Qo ao o 61 89 DESCRIPTION , stiff to hard, darkbrown to brown, limestone nodules -gravel seam-- LL 55 59 PL 21 22 PI 34 37 _.__. -__. - 5 -- - -- - 10 15 I- SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height :100(6. :100 5. TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: -20 25 DRILLED: Automatic —30- -35- -40- -45- t H 50— DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-121 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 a _ IL w p 0 w a O DRILLED: Automatic COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91974 LONGITUDE:-97.34748 zH� in �a� 0-00 �Hm TO GROUND GROUND GROUND DELAYED wo �� �z cn� Oz 2O O 26 21 19 19 19 16 17 WATER WATER p� pg c7- Zi U� c~i>� a� a UX Hwp cnz �— a 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � > o0 i—a z 114 118 W c U' wF �� a W o � �� 6.83 9.14 Z j cnw ao a o o 83 95 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules -sand seams OF BORING: 20 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height LL 64 62 GROUND PL 17 15 WATER DURING AFTER WATER: PI 47 47 DRILLING: DRILLING: 5 10 11­-15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-122 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91932 LONGITUDE:-97.34753~m Z�- in Hd� av0 UJ tY� �Z �� Oz 2O O 21 22 14 18 20 19 18 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 110 105 w �� rnF �(D o w o Of vU) 2.90 6.60 Z j w Qo ao o 99 93 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules LL 62 58 PL 25 22 PI 37 36 5 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/25/23 hammer, 170lbs, 24-inch drop height :100 2. TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-123 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91929 LONGITUDE:-97.34798~m Z�- in Hd� o_Up UJ �� �Z �� Oz 2O 22 21 17 17 17 18 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -_.___. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� IF-- Z 106 116 w c�- �� rnF �(D o w o � vU) 1.58 7.18 Z j w Qo ao o 87 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 60 59 PL 20 24 PI 40 35 __. ___. ___. 5 10 15 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 2/25/23 hammer, 170lbs, 24-inch drop height :100 3. TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-124 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91952 LONGITUDE:-97.34846~m Z�- in Hd� av0 UJ �� �Z �� Oz 2O O 22 22 21 22 22 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -- -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 106 '120 w c�- �� rnF �(D o w o � vU) 1.94 7.67 Z j w Qo ao o 91 93 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 61 60 PL 18 17 PI 43 43 -- -- -- - -- - -- - 5 10 0 41 15 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height :100(2. :100 2' TO GROUND GROUND GROUND DELAYED ") WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-125 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91984 LONGITUDE:-97.34833~m Z�_ in Hd� o_Up UJ �� �Z �� Oz 2O 26 15 17 19 16 19 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 120 w �� rnF �(D o w o � vU) 7.45 Z j w Qo ao o 67 99 DESCRIPTION , very stiff to hard,dark brown, with limestone nodules, with calcareous deposits -Lean clay seam LL 41 61 PL 17 16 PI 24 45 5 10 15 4_ F .� _11- T1 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height 2.2 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 M-M] 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 LOG OF BORING B-126 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92015 LONGITUDE:-97.34845~m Z�_ in Hd� av0 UJ tY� �Z �� Oz 2O O 29 18 18 22 21 23 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 - - 14-1- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fQ C� — Z 109 102 w c�- �� rnF �(D o w o � vU) 2.34 2.58 Z j w Qo ao o 78 95 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits -Lean clay seam LL 45 60 PL 16 23 PI 29 37 - - - - 5 . .__. __ t- 10 15 1- SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height :100(3' 3.2 TO GROUND GROUND GROUND DELAYED ) " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: -20 Hl _]__T14 25 DRILLED: Automatic —30- -35- -40- -45- t H 50— DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-127 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ Q 0 w } J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92050 LONGITUDE:-97.34835 Z�- in Hd� o_UO ��m UJ tY� �Z �� Oz g0 33 24 22 21 23 21 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -_._._41___. -- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 A UU 4 5 }LL fQd IF-Z -. 102 98 w c�- �� rnF �(D o w o u vU) 1.44 1.26 Z j w Qo ao o � 88 89 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules LL 60 61 PL 19 20 PI 41 41 ___. ___. 5 10 15 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 3/2/23 hammer, 170lbs, 24-inch drop height 1.7 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-128 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 a _ IL w p 0 w a O COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92176 LONGITUDE:-97.34631 zH� in �a� 0-00 ~m wo �� �-z cn� Oz 2O O 30 28 22 p� pg c7- Zi U� c~i>� a� a UX Hwp cnz �— a 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � > o� i—a z W c U' wF �� a W o � �� Z j cnw ao a o o 92 DESCRIPTION , very stiffto hard,darkbrown o brown, with limestone nodules, with calcareous deposits LL 66 PL 21 PI 45 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 3/3/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-129 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 a _ IL w p 0 w a O COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: - APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92067 LONGITUDE:-97.34808 zH� in �a� 0-00 ~m wo �� �-z cn� Oz 2O O 30 20 16 p� pg c7- Zi U� c~i>� a� a UX Hwp cnz �— a 0 N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � > o� i—a z W c U' wF �� a W o � �� Z j cnw ao a o o 87 DESCRIPTION , very stiffto hard,darkbrown o brown, with limestone nodules, with calcareous deposits LL 48 PL 14 PI 34 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 0 5 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED Ultertek Geotechnical Consulting Services p!nl 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-130 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.92113 LONGITUDE:-97.34717 Z�- in Hd� av0 UJ �� �Z �� Oz O 17 31 21 p� p� �= - U� c~n� QJ a UX �o wZ Q— I 0 -- --. -------------------- N/A COMPRESSIVE OHP STRENGTH TONS/SO.FT. 1 2 UCUU 3 4 5 }LL fry — w �� rnF �(D o w � vU) Z j w Qo CL o 711 o 81 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits LL 67 PL 23 PI 44 -- --. -- --. -- -__._ - 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-131 BONDSMF1 DFW 005 SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422544 I--: _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91976 LONGITUDE:-97.34676~m Z�- in Hd� av0 UJ tY� �Z �� Oz 2O O 27 28 28 p� p� �= - U� c~n� QJ a UX �o wZ Q— a I 0 -------------------- N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 }LL fry — Z 90 w �� rnF �(D o w o � vU) 0.71 Z j w Qo ao 711 o 91 DESCRIPTION , stiffto hard,darkbrown to brown, F�wvithmestone nodules LL 74 PL 20 PI 54 _ _. - _ _. .- _ _. - 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 2/27/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 Tt 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Intertek psi RECOVERY KEY TO TERMS AND SYMBOLS USED ON LOGS ROCK CLASSIFICATION DESCRIPTION OF RECOVERY % CORE RECOVERY Incompetent < 40 Competent 40 TO 70 Fairly Continuous 70 TO 90 Continuous 90 TO 100 ROCK QUALITY DESIGNATION RQD DESCRIPTION OF ROCK QUALITY ROD Very Poor (VPo) 0 TO 25 Poor (Po) 25 TO 50 Fair (F) 50 TO 75 Good (Gd) 75 TO 90 Excellent (Exlnt) 90 TO 100 SOIL DENSITY OR CONSISTENCY DENSITY CONSISTENCY TCP FIELD IDENTIFICATION (GRANULAR) (COHESIVE) (BLOWS/FT) Very Loose (VLo) Very Soft (VSo) 0 TO 8 Core (height twice diameter) sags under own weight Loose (Lo) Soft (So) 8 TO 20 Core can be pinched or imprinted easily with finger Slightly Compact Stiff (St) 20 TO 40 Core can be imprinted with considerable (SlCmpt) pressure Compact (Cmpt) Very Stiff (VSt) 40 TO 80 Core can only be imprinted slightly with fingers Dense (De) Hard (H) 80 TO 5'7100 Core cannot be imprinted with fingers but can be penetrated with pencil Very Dense (VDe) Very Hard (VH) 5"/100 to 0,7100 Core cannot be penetrated with pencil BEDROCK HARDNESS MORHS' CHARACTERISTICS EXAMPLES APPROXIMATE TCP SCALE PEN TEST 5.5 to 10 Rock will scratch knife Sandstone, Chert, Schist, Granite, Very Hard 0" to Gneiss, some Limestone (VH) 2'7100 3 to 5.5 Rock can be scratched Siltstone, Shale, Iron Deposits, most Hard (H) V, to with knife blade Limestone 511/100 1 to 3 Rock can be scratched Gypsum, Calcite, Evaporites, Chalk, Soft So () 4" to 1 with fingernail some Shale 6"/100 RELATIVE DENSITY FOR GRANULAR SOILS APPARENT SPT CALIFORNIA MODIFIED CA. RELATIVE DESNITY (BLOWS/FT) SAMPLER SMAPLER DENSITY (%) (BLOWS/FT) (BLOWS/FT) Very Loose 0 to 4 0 to 5 0 to 4 0 to 15 Loose 4 to 10 5 to 15 5 to 12 15 to 35 Medium Dense 10 to 30 15 to 40 12 to 35 35 to 65 Dense 30 to 50 40 to 70 35 to 60 65 to 85 Very Dense >50 >70 >60 85 to 100 CONSISTENCY OF ROCK CORES CONSISTENCY UNCONF. COMP. STRENGTH IN TSF Very Soft 10 TO 250 Soft 250 TO 500 Hard 500 TO 1000 Very Hard 1000 TO 2000 Extra Hard >2000 CONSISTENCY OF COHESIVE SOILS CONSISTENCY N-VALUE (Blows/Foot) SHEAR STRENGTH (tsf) HAND PEN VALUE (tsf) Very Soft 0 TO 2 0 TO 0.125 0 TO 0.25 Soft 2 TO 4 0.125 TO 0.25 0.25 TO 0.5 Firm 4 TO 8 0.25 TO 0.5 0.5 TO 1.0 Stiff 8 TO 15 0.5 TO 1.0 1.0 TO 2.0 Very Stiff 15 TO 30 1.0 TO 2.0 2.0 TO 4.0 Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+ DEGREE OF PLASTICITY OF COHESIVE SOILS DEGREE OF PLASTICITY PLASTICITY INDEX (PI) SWELL POTENTIAL None or Slight 0 to 4 None Low 4 to 20 Low Medium 20 to 30 Medium High 30 to 40 High Very High >40 Very High MOISTURE CONDITION OF COHESIVE SOILS DESCRIPTION CONDITION Absence of moisture, dusty, dry to touch DRY Damp but no visible water MOIST Visible free water WET SAMPLER TYPES SOIL TYPES i L[1 CLAYY (CLI CLA�) SI9LT NO TXDOT SHELBY SAMPLE CONE TUBE ABBREVIATIONS d j LIMESTONE SHALE SANDSTONE KI PL — Plastic Limit Qp — Hand Penetrometer NO ROCK SPLIT s1:1 ANDn RAVEL P ILL LL — Liquid Limit QD — Unconfined Compression Test RECOVERY CORE SPOON a WC — Percent Moisture UU — Unconsolidated Undrained Triaxial o� a 0 INITIAL GROUND WATER Note: Plot Indicates Compressive Strength as Obtained By ASPHALT CONCRETE Above Tests AUGER FINAL GROUNDWATER SAMPLE U.S. STANDARD SIEVE SIZE(S) U.S. OF GRANULAR SOILS 6" 3" 3/4" 4 10 40 200 BOULDERS COBBLES GRAVEL SAND SILT OR CLAY CLAY COARSE I FINE ICOARSEIMEDIUMI FINE 152 76.2 19.1 4.76 2.0 0.42 0.074 0.002 GRAIN SIZE IN MM I o E U, ao w _ ro L i ) U') C !B H O (d V.- j-+ O co L U C (O Ln C O CO O Lo c v o Ul) v � a a; O C7 U 0 c� O N O r11 W U c Cv U W U L- �7 intertek , psi GEOTECHNICAL ENGINEERING SERVICES REPORT For the proposed BONDSBTR-DFW-006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road Fort Worth, Texas Prepared for HPIMF Bonds Land DFW002, LLC 3700 North Capital of Texas Highway, Suite 420 Austin, Texas 78746 Prepared by Professional Service Industries, Inc. 310 Regal Row, Suite 500 Dallas, Texas 75247 Telephone (214) 330-9211 PSI Project No. 03422543 March 29, 2023 rintertek March 28, 2023 HPIMF Bonds Land DFW002, LLC 3700 North Capital of Texas Highway, Suite 420 Austin, Texas 78746 Attn: Mr. Tim Shaughnessy P. (512) S38-1034 E: Tim@hpitx.com Re: Geotechnical Engineering Services Report BONDSBTR-DFW-006 Single Family Rentals SE Comer of Bonds Ranch Road and Blue Mound Road Fort Worth, Texas PSI Project No.: 03422543 Dear Mr. Shaughnessy: Professional Service Industries, Inc. (PSI) is pleased to provide this Geotechnical Engineering Services Reportfor the proposed BONDSBTR-DFW-006 to be located at the southeast corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. This report includes the results of field and limited laboratory testing, and recommendations for building foundations and associated parking and drive areas, as well as general site development. It should be noted that this report is performed for rental properties ONLY and not for individual lots and should not be relied upon in case these homes are for sale. PSI appreciates the opportunity to perform this geotechnical study and looks forward to continued participation during the design and construction phases of this project. If you have any questions pertaining to this report, or if PSI may be of further service, please contact our office at 214-330-9211. PSI also has great interest in providing materials testing and inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. (Registered Engineering Firm Certification: F-3307) Q }�&r c71"IzaGczl Houtan Khabazi Project Engineer Richard Christensen, P.E. Department Manager ib r "°� �• •. tat1�.�\VA its ~ Nabil Mikhail, P.E, D.GE. Chief Engineer Lon tntertek P51 TABLE OF CONTENTS Page No. 1.0 PROJECT INFORMATION.......................................................................................1 1.1 Project Authorization.......................................................................................... 1 1.2 Project Description............................................................................................. 1 1.3 Purpose and Scope of Services......................................................................... 2 2.0 SITE AND SUBSURFACE CONDITIONS..................................................................... 3 2.1 Site Location and Description............................................................................ 3 2.2 Field Exploration................................................................................................ 3 2.3 Laboratory Testing............................................................................................. 5 2.4 Site Geology...................................................................................................... 6 2.5 Subsurface Conditions....................................................................................... 6 2.6 Groundwater Information................................................................................... 7 3.0 EVALUATION AND RECOMMENDATIONS................................................................ 8 3.1 Soil Shrink -Swell Potential................................................................................. 8 3.2 Geotechnical Discussion.................................................................................... 8 3.3 Site Preparation and Fill Materials..................................................................... 9 3.4 Foundation Recommendations.........................................................................12 3.5 Seismic Design.................................................................................................13 3.6 Lateral Earth Pressures for Retaining Walls......................................................13 4.0 PAVEMENT RECOMMENDATIONS....................................................................... 16 4.1 Subgrade Soil Preparation................................................................................16 4.2 Pavement Section.............................................................................................16 5.0 CONSTRUCTION CONSIDERATIONS......................................................................19 5.1 Secondary Design Considerations....................................................................19 5.2 Construction Materials Testing..........................................................................20 5.3 Moisture Sensitive Soils/Weather Related Concerns........................................20 5.4 Drainage and Groundwater Concerns...............................................................20 5.5 Excavations......................................................................................................20 6.0 REPORT LIMITATIONS......................................................................................... 22 APPENDIX Site Vicinity Map (Figure 1) Aerial Plan with Boring Location (Figure 2) Boring Location Plan (Figure 3) Boring Logs Key to Terms and Symbols Used on Logs ton Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 1 1.0 PROJECT INFORMATION 1.1 Project Authorization Professional Service Industries, Inc. (PSI) has completed the geotechnical exploration for the BONDSBTR-DFW- 006 Single Family Rentals to be located at the southeast corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. This geotechnical engineering study was authorized by Mr. Tim Shaughnessy with HPIMF Bonds Land DFW002, LLC by signing PSI's Proposal Acceptance. The scope of the study was performed in general accordance with PSI Proposal No. 0342-390621 dated January 12, 2023. 1.2 Project Description Project information was provided to PSI by Mr. Tim Shaughnessy with HPIMF Bonds Land DFW002, LLC. The information provided included the project site location and a site plan. Based on the information provided, it is understood that the proposed development consists of the following: • Approximately 150 single family rental building lots; and • Parking and access drives. Structural loading information was not available at the time of this report. However, based on experience with similar structures, the anticipated loads are detailed below. • Column loads for multifamily building will be 100 kips or less; • Wall loads less than 3 kips per linear foot; and • Slab loads not exceeding 150 pounds per square foot for single family rentals. For the proposed pavement, PSI anticipates that traffic loads will be produced primarily by passenger vehicles, light pickup trucks, occasional delivery semi -trucks, and occasional garbage trucks. Both asphalt and concrete pavements will be considered for this project. Based on the information provided it appears that the site is currently undeveloped land. Currently, the site consists of farmland areas. Based on provided preliminary elevation information "PRELIM GRADING PLAN" dated January 2023 provided by Pacheco Koch, the site appears to have 10 feet of difference in elevation from north to south. Three (3) feet of fill must be removed mostly on the north and northwest side of the project site. High voltage power lines are located on the south side of the project site. A pond was observed on the southeast part of the site between 2005 and 2008 and then has been backfilled but it is our understanding that this fill is undocumented. Site grading information was provided at the time of this report. It is anticipated that the finished grades within the proposed building area will be within 3 feet of existing grade. The geotechnical recommendations presented in this report are based on the available project information, site location, laboratory testing, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform PSI in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. PSI will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. www.intertek.com/building On 1.3 Purpose and Scope of Services Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 2 The purpose of this study was to explore the subsurface conditions at the site and to provide geotechnical evaluation and recommendations for the proposed construction. The scope of work for this project included drilling 31 borings extending to a depth of approximately 6 to 25 feet below the existing grade. The scope also included performing laboratory testing and preparing this geotechnical report containing geotechnical recommendations. This report briefly outlines the testing procedures, presents available project information, describes the site and subsurface conditions, and presents recommendations regarding the following: • Site preparation recommendations; • Estimated potential soil movements associated with shrinking and swelling soils; • Foundation types, depths, allowable bearing capacities, and an estimate of potential movements for the single-family rental buildings; • General pavement section design criteria and pavement subgrade preparation; • Definition of the seismic site class using the International Building Code; and • Comments regarding factors that may impact construction and performance of the proposed construction. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Our scope did not include performing environmental drilling or testing of soil or groundwater samples. A geologic fault study to evaluate the possibility of surface faulting at this site was beyond the scope of this investigation. Should you desire a detailed fault study, please contact us. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 3 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 Site Location and Description The project site is located at Southeast Corner of Bonds Ranch Road and Blue Mound Road in Fort Worth, Texas. Based on visual observations at the time of drilling the site consisted of farmland cover. Due to recent rains and muddy conditions, a buggy -mounted drill rig was used to drill the borings. The buggy rig experienced no issues accessing and drilling the exploratory borings. 2.2 Field Exploration Subsurface conditions at the site were explored by drilling 31 borings at the approximate locations shown on the Boring Location Plan included in the Appendix. The borings were located in the field by PSI personnel using GPS coordinates obtained from Google Earth. The boring location information is included in Table 2.1. Table 2.1: Boring Location Information Boring Number Boring Location Depth (feet) GPS Coordinates Latitude Longitude B-1 Single Family Building 40 32.91934 -97.34463 B-2 Single Family Building 40 32.91985 -97.34459 B-3 Single Family Building 30 32.91987 -97.34523 B-4 Single Family Building 25 32.91933 -97.34572 B-5 Single Family Building 20 32.92022 -97.34563 B-6 Single Family Building 25 32.91980 -97.34585 B-7 Single Family Building 20 32.92168 -97.34532 B-8 Single Family Building 25 32.92213 -97.34573 B-9 Single Family Building 20 32.92227 -97.34516 B-10 Single Family Building 25 32.92283 -97.34494 B-11 Single Family Building 20 32.92200 -97.34454 B-12 Single Family Building 25 32.92249 -97.34454 B-13 Single Family Building 20 32.92392 -97.34558 B-14 Single Family Building 25 32.92347 -97.34532 B-15 Single Family Building 25 32.92304 -97.34586 B-16 Single Family Building 20 32.92346 -97.34630 B-17 Single Family Building 25 32.92391 -97.34613 www.intertek.com/building Oun Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 4 Boring Number ring Location L Depth (feet) GPS Coordinates Latitude Longitude B-18 Single Family Building 20 32.92400 -97.34667 B-19 Single Family Building 20 32.92320 -97.34685 B-20 Single Family Building 20 32.92365 -97,34711 B-21 Single Family Building 25 32.92396 -97.34769 B-22 Single Family Building 25 32.92305 -97.34767 B-23 Single Family Building 20 32.92338 -97.34772 B-24 Single Family Building 20 32.92396 -97.34843 B-25 Single Family Building 25 32.92366 -97.34798 B-26 Single Family Building 20 32.92345 -97.34847 B-27 Single Family Building 20 32.92306 -97.34843 B-28 Single Family Building 25 32.92393 -97.34483 B-29 Drive Lanes 6 32.92055 -97.34526 B-30 Drive Lanes 6 32.92113 -97.34516 B-31 Drive Lanes 6 32.92244 -97.34555 Note: GPS coordinates are based on hand-held GPS unit. Elevations of the ground surface at the boring locations were not provided to PSI and should be determined by others prior to construction. Therefore, the references to depth of the various materials encountered are from the existing grade at the time of drilling. The borings were drilled and sampled in general accordance with ASTM standards. Drilling equipment utilized for this project included truck -mounted rotary drilling equipment with appropriate support vehicles. The borings were drilled using continuous flight auger drilling techniques. The borings were sampled continuously to the depth of 10 feet and at five-foot intervals thereafter. Soil formations were sampled using a three-inch outer -diameter seamless steel tube sampler. A hand penetrometer was used as an aid in evaluating the relative shear strength of the soils encountered during drilling. The hand penetrometer readings are shown on the boring logs at the corresponding sample depths. Rock formations were tested using Texas Cone Penetrometer (TEX-132-E). Groundwater level measurements were recorded at boring locations during the field operations and were noted on the boring logs. The borings were backfilled with soil cuttings after the drilling operations were completed. www.intertek.com/building Oun Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 5 The subsurface conditions during drilling were monitored, logged and visually classified in the field by a geotechnical technician. Field notes were maintained for soil types and description, water levels, changes in subsurface conditions, and drilling conditions. After completion of field activities, the samples were transported to the laboratory in general accordance with ASTM D4220. The soil samples were sealed in plastic bags and placed in secured containers prior to being transported to the geotechnical laboratory. Boring logs, which include soil descriptions, water level information, laboratory test data, stratifications, classifications based on the ASTM D2487 and D2488, and sample types and depths are included in the Appendix. A key to descriptive terms and symbols used on the boring logs is also presented in the Appendix. 2.3 Laboratory Testing Laboratory testing of soils was performed in general accordance with applicable ASTM procedures. The laboratory testing program was established so that the engineering design parameters produced from the tests are appropriate for use in the engineering analyses and in support of the conclusions and recommendations. The geotechnical laboratory testing included the following tests: 1. Classification (ASTM D 2487 / 2488) 2. Moisture Content (ASTM D 2216) 3. Atterberg Limits (ASTM D 4318) 4. Percent Soil Particles Finer than No. 200 Sieve (ASTM D 1140) 5. Unconfined Compression Test (ASTM D 2166) 2.3.1 Sulfate Concentration Test Results The results of the laboratory sulfate ion concentration test (TEX-145-E) performed on soil samples obtained at select boring locations are presented in Table 2.2. Table 2.2: Sulfate Ion Concentration Test Results Boring Number Soil Classification Depth Sulfate Concentration (feet) (ppm) B 4 Fat Clay (CH) 4 to 6 9,800 (<0.98% by weight) B-8 Fat Clay (CH) 2 to 4 <100 (0.01% by weight) B-12 Fat Clay (CH) 0 to 2 <100 (<0.01% by weight) B-20 Fat Clay (CH) 2 to 4 <100 (<0.01% by weight) B-30 Fat Clay (CH) 4 to 6 15,800 (<1.58% by weight) www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 6 Table 2.3: Sulfate Exposure Rating Water Soluble Sulfate in soil (Percent by weight) Sulfate Exposure mi 0.00 to 0.10 Negligible or Class 0 Exposure 0.10 to 0.20 Moderate or Class 1 Exposure 0.20 to 2.00 Severe or Class 2 Exposure Over 2.0 Very Severe or Class 3 Exposure The concentration of water-soluble sulfates is a good indicator of the potential for chemical attack on concrete. Based on the ACI Manual of Concrete Practice (ACI 201.2R-10) or (ACI 318/318R-33), the amount of water-soluble sulfate in soil can be used to determine the sulfate exposure as shown in Table 2.3. Based on the limited test results, the sample at B-4 at a depth of 4 to 6 feet and at B-30 at a depth of 4 to 6 feet is classified as Severe or Class 2 Exposure. The remaining samples classified as Negligible or Class 0 Exposure. It should be realized that limited testing alone might not provide a reliable indication of corrosion potential. In accordance with TxDOT publication, "Guidelines for Treatment of Sulfate -Rich Soils and Base in Pavement Structures", the sample at location B-4 and B-30 at a depth of 4 to 6 feet is classified as "Level 2" soils because they have a sulfate content more than 8,000 ppm. As such, lime treatment of pavement subgrade soils is not recommended. The samples not tested in the laboratory will be stored for a period of 60 days subsequent to submittal of this report and will be discarded after this period, unless other arrangements are made prior to the disposal period. 2.4 Site Geology As shown on the Geologic Atlas of Texas, the site is located in an area where the Pawpaw Formation, Weno Limestone, and Denton Clay, undivided are present at or near the ground surface. In the project area, the subsurface generally consists of fat clays overlaying by shale which is consistent with the Denton Clay geology. 2.5 Subsurface Conditions The subsurface conditions identified at the boring locations are shown on the boring logs included in Appendix of this report. A key to terms and symbols used on the logs is also included in Appendix. Based on the subsurface conditions identified by the exploratory borings and partial laboratory test results, the generalized subsurface profile at this site is presented in Table 2.4. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 7 Table 2.4: Generalized Subsurface Profile Stratum Depth Range Description IN (feet) 1' 0 to 7 Fill — Fat Clay Fat Clay (CH), hard, dark brown to brown, with calcareous deposits and II 0 to 20 limestone nodules III 13 to 40 Shale, soft to hard, gray Notes: 1) Fill observed in the portion of the site where the pond has been backfilled. The above subsurface description is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The boring logs included in the Appendix should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratification, locations of the samples, and laboratory test data. The stratification shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected across the site. The stratification represents the approximate boundary between subsurface materials and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. 2.6 Groundwater Information The initial water levels were monitored in the open boreholes during drilling and attempts were made to measure final water levels. Groundwater was encountered only at B-3, B-11 and B-27 as shown in Table 2.5, and all remaining boreholes were observed to be dry during and at completion of drilling. Table 2.5: Groundwater Measurements During Field Operations Boring Number I Boring Depth Water Depth During Drilling (feet) Water Depth at the Completion of Drilling (feet) B-3 30 2 Dry B-11 20 16 19 B-27 20 6 Dry Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage. Water seepage will largely depend on the permeability of the near surface soils. If more detailed water level information is required, observation wells or piezometers could be installed at the site, and water levels could be monitored. The groundwater levels presented in this report are the levels that were observed at the time of the field activities. It is recommended that the contractor determine the actual groundwater levels at the site at the time of the construction activities to determine the impact, if any, on the construction procedures. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 8 3.0 EVALUATION AND RECOMMENDATIONS 3.1 Soil Shrink -Swell Potential The results of laboratory plasticity tests indicate that very high plasticity clay soils are present at this site. The soils tend to swell when soil moisture increases and shrink when the soil moisture decreases. The amount of potential soil movement due to shrinking and swelling with soil moisture variations is represented or indicated by Potential Vertical Rise (PVR). In designing the soil -supported structures, the structural/civil engineer should take movements associated with shrinking -swelling soils into account. PVR estimates are based on an assumed depth known as the "Active Depth" to which the soil moisture variations could occur due to seasonal variations. It is noted that the active depth assumed herein may not represent the moisture variations that can occur to deeper depths due to the presence of large tree root systems that could desiccate the soils, or the presence of other heating units, or possible soil wetting due to pipe leaks, poor drainage, etc. It is very difficult to predict the moisture variations under the structure during its service life. Therefore, the PVR estimates provided herein should be considered approximate probable estimates based on industry standard practice and experience, and the movements predicted herein should not be construed as absolute values that could occur in the field. Using the Texas Department of Transportation (TXDOT) TEX-124-E method, the estimated PVR value is on the order of 3 to 4 inches. Poor drainage and water infiltration into the foundation soils can be detrimental to the ground supported structures. Excessive wetting of soil (due to accumulation of water), or, excessive drying (due to the presence large trees, etc.) could possibly result in greater PVR values than those estimated herein. It is recommended that the moisture -related problems be corrected immediately. It is important to help reduce the possibility of moisture changes by following the precautions shown below: 1. Direct surface runoff away from structures by sloping the subgrade away from the floor slabs. 2. Extend paving or other impervious coverings, such as sidewalks, to the slab edge. 3. Extend roof drain downspouts so that the discharge is at least 5 feet from the slab. 4. Avoid placing trees or shrubs adjacent to slab. 5. Avoid excessive drying of soil around the slab. 3.2 Geotechnical Discussion Based on the subsurface conditions encountered at this site, the presence of very high plasticity clay soils will govern the design of the foundation and will impact the proposed earth work activities. PSI understands that monolithic, post tensioned slab on grade foundations are the preferred foundation for these single- family rental buildings. A creek runs north to south across the site. Based on the plans provided and email correspondence with the civil team, we understand that the creek will be graded to a 4(H):1(V) slope and no deeper than 10 feet, and that no foundations will be closer than 7.5 feet from the edge of the creek. A slope stability analysis was performed and a Factor of Safety greater than 2 was obtained. Results are shown in the Appendix. www.intertek.com/building On Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 9 Based on the information from the borings (B-1, B-2, B-3), and historical aerial photographs, the old pond location consists of 4 to 7 feet of undocumented fill materials. The materials could be non -uniform and could contain deleterious materials or large voids in localized area. The fill should not be relied upon for support of structural loads. Structures and pavements supported on non -uniform and compressible materials may experience excessive or un-even settlements unless actions are taken to remediate this deficiency. We recommend that the fill soils should be removed. If the backfill material is clean of deleterious material and meets the requirements for common fill according to the original geotechnical report then it can be reused as backfill. Otherwise, soils meeting the common fill specification should be brought in. The fill soils should be benched into the surrounding existing soils and should be compacted according to the compaction specification in Section 3.3.3 Fill Materials. The building may be supported on post tensioned slab on grade on properly prepared building pad and the risk associated with the shrinking and swelling movements are acceptable. Typically, it is the industry practice to consider one -inch soil movement as the tolerable level and building pad are prepared to reduce the movements to 1-inch. Even with soil movements on the order of 1-inch, the building may have performance issues and cause the doors to stick due to uneven moments and the interior dry walls to crack. For any ground supported structure or floor slabs, it will be necessary to perform modifications to the subgrade in order to provide uniform support. Detailed geotechnical recommendations are presented in the following sections. 3.3 Site Preparation and Fill Materials 3.3.1 General Site Preparation: The following site preparation applies to the proposed building and pavement construction areas. It is recommended that the topsoil, organic material, fill materials and other miscellaneous debris be removed from the construction areas. The removal depth or organic material is generally about 6 inches but should be verified in the field during construction. A PSI representative should determine the actual depth of removal at the time of construction. After stripping of deleterious materials, the site should be excavated to the desired grade. Desired grade will depend on building or parking lot finished elevation and the depth of any subgrade modifications as discussed below for building pad preparation. The exposed soil should then be proof -rolled to locate any soft or loose areas. Proof -rolling shall be performed in accordance with Item 216 of Texas Department of Transportation (TxDOT), Standard specification for construction of highways, streets and bridges (TxDOT Spec) or equivalent procedure. Soils that are observed to rut or deflect excessively under the moving load should be undercut and replaced with properly compacted fill materials. A PSI representative should witness the proof -rolling and undercutting activities. It is advisable to perform the earthwork activities during a period of dry weather. The proof rolled subgrade shall be scarified to a depth of 6-inches and compacted to the "on -site soils" compaction specifications as shown in Table 3.3. After the completion of proof -rolling and undercutting activities, necessary fill placement may commence. 3.3.2 Building Pad Preparation: A ground supported slab can be constructed provided the movements associated with shrinking and swelling soils are reduced to a tolerable level and the owner understands the risk associated with such movements. In order to reduce the soil movements, it has been the industry practice to provide an engineered soil layers below the ground supported slab system. As requested by the client, building pad preparation recommendations are included in this report for potential soil movements associated with shrinking and swelling soils up to 2-inches. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 10 Option 1: Select Fill In order to provide uniform support to the floor slab -on -grade and to reduce the potential movements associated with shrink/swell soils, the engineered soil layers to be placed below the floor slab are given in Table 3.1. Table 3.1: Select Fill Recommendations Layer Thickness Elevation PVR Material Type (feet) (feet) 1-inch Select Fill 6 +0 to -6 2-inch Select Fill 4 +0 to -4 Note(s): Finish Grade is anticipated to be at existing grade at +0 feet. The select fill should be placed within the plan area of the structure and to a distance of at least 5 feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Plasticity and compaction requirements for the select fill are provided later in this section. Option 2: Moisture Conditioned Clay For this option, in order to reduce the PVR to tolerable levels and provide uniform support to the floor slab system and to reduce the potential movements associated with shrink/swell soils, the engineered soil layers to be placed below the floor slab are given in Table 3.2. Table 3.2: Moisture Condition Clay Recommendations Layer Elevation PVR Material Type Thickness (feet) (feet) Select Fill, Flexible Base Cap, or Lime Stabilized Clay Cap 1 +0 to -1 1-inch Moisture Conditioned Clay 7 -1 to -8 Select Fill, Flexible Base Cap, or Lime Stabilized Clay Cap 1 +0 to -1 2-inch Moisture Conditioned Clay 4 -1 to -5 Note(s): Finished Grade is anticipated to be at existing grade at +0 feet. The moisture conditioned soil should be placed within the plan area of the structure and to a distance of at least five feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Placement and compaction requirements are provided in Table 3.3 in this section. For this option, moisture levels must be maintained throughout the life of the project. It is noted that if the moisture conditioned clay dries there is possibility for shrinking movements to occur. Keeping the soils www.intertek.com/building On Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 11 moist can be accomplished by the addition of landscape irrigation and construction of impermeable surfaces such as the floor and site paving to limit moisture loss. Larger vegetation should be placed at least the mature height of the vegetation away from the structure to limit the impact of the root system on the soils supporting the floor slab. 3.3.3 Fill Materials: Fill materials should be free of organics, miscellaneous debris and a particle size of 3 inches or less. If water must be added, it should be uniformly applied and thoroughly mixed into the soil by disking or scarifying. Care should be taken to apply compaction throughout the fill areas. The moisture content and degree of compaction of the fill should be maintained until the construction of structures. Each lift of select fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. The following types of fill can be used as recommended in this report. Common Fill: Common fill may consist of on -site or imported materials. Imported common fill should be cohesive soils with a plasticity index of less than 45, free of organics and miscellaneous debris and have a particle size of 3 inches or less. The first layer of common fill materials should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Common fill should be placed in maximum 8-inch loose lifts and compacted to the specifications as shown in Table 3.3. Moisture Conditioned Clay Fill: Moisture conditioned fill is on -site or imported cohesive soil (common fill) that is pre -swelled by mechanically mixing water during the compaction process which is also referred as Moisture Treated Subgrade (MTS). The first layer of moisture conditioned fill should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Moisture Conditioned Fill shall have a clay lump size of less than 2-inches. Moisture Conditioned Fill should be placed and compacted to the specifications as shown in as shown in Table 3.4. Select Fill: Select fill materials shall be sandy lean clay or lean clay (CL) soils free of organics and miscellaneous debris and have a liquid limit not greater than 35 and a plasticity index between 8 and 18. Clayey Sand soils that meet the above plasticity requirements and have a percent passing no. 200 greater than 40% may be reused as select fill. Select fill should be placed and compacted to the specifications as mentioned in Table 3.3. Flexible Base: Flexible base materials should meet TxDOT Item 247 Type A and D Grade 1 or 2. Recycled concrete can be used. Flexible base should be placed and compacted to the specifications as mentioned in Table 3.3. Table 3.3: Compaction Specifications Range of Compaction Minimum Percent of Fill Type Loose Lift Maximum Dry Moisture From Proctor Test AL Thickness Density (MDD) Optimum Moisture Method III Content (OMC) Common Fill or On -site Soils 8 inches 95 or greater 0% to +4% ASTM D 698 Moisture Conditioned Soils 8 inches 93 or greater +3% or greater ASTM D 698 Select Fill 8 inches 95 or greater 0% to +4% ASTM D 698 Flexible Base 8 inches 95 or greater -2% to +2% ASTM D 698 www.intertek.com/building Oun 3.4 Foundation Recommendations Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 12 The proposed wood -frame apartment buildings can be supported on a PTI Slabs -on -Ground foundation system, provided that some differential movement can be tolerated and provided the recommended subgrade preparation activities are performed. Shallow foundations should be placed at least two feet below the finished grade on properly compacted structural fill soils and can be designed for an allowable bearing pressure of 1,500 psf. A creek runs north to south across the site. Based on the plans provided and email correspondence with the civil team, we understand that the creek will be graded to a 4(H):1(V) slope, and that no foundations will be closer than 7.5 feet from the edge of the creek. A slope stability analysis was performed and a Factor of Safety greater than 2 was obtained. Results are shown in the Appendix. Stiffened slab -on -grade foundation system may be designed using the Third Edition of the Post -Tensioning Institute (PTI)l "Design of Post -Tensioned Slabs -on -Ground" and the Volflo 1.5 design software. PTI design parameters were developed and are presented in the Table 3.4. The design values correspond to different PVR estimates based on the building pad preparations performed at the site. Table 3.4: PTI Design Parameters PVR (inches) Center Lift Edge Lift Em (feet) Ym (in) Em (feet) Ym (in) 1 8.00 -1.33 4.20 1.91 2 7.50 -1.59 3.90 2.28 The grade beams should have a minimum width of 10 inches even if the actual bearing pressure is less than the design value. The perimeter grade beams should bear at least 24 inches below adjacent surface grades (i.e. bottoms of beams and pads should bear at least 24 inches below the adjacent ground surface). If soft or loose soils are encountered at the design bearing level, they should be undercut to stiff or dense soils and the excavation back -filled with concrete. Resistance of shallow spread footings to lateral forces is provided by the sliding resistance mobilized along the underside of the foundation base (friction and/or adhesion) and the net passive resistance of the soil acting over the opposing side faces of the foundation. For design purposes, the sliding resistance and net passive soil resistance can be assumed to develop simultaneously. For shallow foundations founded on naturally occurring clay or compacted cohesive structural fill, a unit adhesion (Ca) of 550 psf could be assumed for design along the area of the underside of the foundation base. The net passive resistance offered by a foundation is equal to the difference between the passive and active earth pressures (PP and Pa) generated on the opposite side faces normal to the acting lateral load. A 1 Post -Tensioning Institute (PTI DC 10.1-08)- Design of Post -Tensioned Slabs -on -Ground, by the Post -Tensioning Institute, Third Edition 2004 www.intertek.com/building Oun Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 13 passive lateral earth pressure coefficient (Kp) of 1.3 and active lateral earth pressure coefficient of 0.33 can be used. The uplift resistance of a shallow foundation formed in an open excavation will be limited to the weight of the foundation concrete and the soil above it. For design purposes, the ultimate uplift resistance should be based on effective unit weights of 120 and 150 pcf for soil and concrete, respectively. This value should then be reduced by an appropriate factor of safety to arrive at the allowable uplift load. If there is a chance of submergence, the buoyant unit weights should be used. The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that the foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose soil zones encountered at the bottom of the grade beam excavations should be removed and replaced with properly compacted fill as directed by the geotechnical engineer. After opening, grade beam excavations should be observed, and concrete placed as quickly as possible to avoid exposure of the grade beam bottoms to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. If possible, the foundation concrete should be placed during the same day the excavation is made. If it is required that grade beam excavations be left open for more than one day, they should be protected to reduce evaporation or entry of moisture. An allowable bearing pressure of 400 psf can be used for slab -on -grade bearing on compacted select fill. A vapor retarder such as polyethylene sheeting should be provided directly beneath the ground supported slab. Adequate construction joints and reinforcement should be provided to reduce the potential for cracking of the floor slab due to differential movement. 3.5 Seismic Design The International Building Code (IBC) was used in this report. As part of this code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event, as well as, the properties of the soils that underlie the site. Part of the IBC code procedure to evaluate seismic forces requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Seismic Site Class for this project, we have interpreted the results of our test borings drilled within the project site and estimated appropriate soil properties below the base of the borings, as permitted by the code. The estimated soil properties were based upon data available in published geologic reports as well as our experience with subsurface conditions in the general site area. Based upon the evaluation, the subsurface conditions within the site are consistent with the characteristics of the Seismic Site Class E as defined in the building code. 3.6 Lateral Earth Pressures for Retaining Walls It is anticipated that cast -in -place retaining walls of height up to 5 feet may be constructed, and that these walls will be designed by others. The earth pressure on a stem wall depends on the extent, degree of compaction and the type of backfill that will be placed behind the stem wall. At this time, the type of www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 14 compacted fill to be placed behind the wall is unknown. The compaction requirements of the back -fill material are provided in section 3.3. Equivalent fluid pressure values (for active earth pressure condition) for various compacted back -fill material types are shown in Table 3.3. Table 3.4 shows active and at rest earth pressure coefficients. Active earth pressure condition is applicable if horizontal movement can occur along the wall height. If the walls are restrained at the top, at -rest earth pressure condition is applicable. The equivalent fluid pressure values shown in Table 3.3 are applicable for horizontal backfill surface. The values in tables are applicable if the backfill behind the wall extends to a minimum distance equal to the wall height. The earth pressure values for the above water table condition correspond to the total unit weight of soil and the earth pressure values for the below water table condition correspond to the buoyant or submerged unit weight of soil, excluding the hydrostatic pressure. Drainage systems should be provided to collect/remove water and to prevent hydrostatic pressure on the walls. If provisions to prevent accumulation of water behind the walls are not provided, the walls should be designed to resist the hydrostatic head in addition to the buoyant lateral earth pressures. The hydrostatic pressures should be accounted for the full height of the wall. It is anticipated that the drainage system consists of a drainage fabric along the wall which is connected to a drain located at the heel of the wall. The heel drain could consist of fabric wrapped gravel with perforated PVC pipe. Any additional lateral loads due to surcharge and live loads should also be included in the design. A minimum uniform surcharge pressure of 250 psf should be included in the design for the pavement and traffic loads. The lateral pressure on the wall due a uniform surcharge load can be taken as earth pressure coefficient values shown in Table 3.4 multiplied by the surcharge pressure. PSI should be contacted to assess the earth pressures, if any structures are located within close proximity of the retaining wall. Table 3.3: Equivalent Fluid Pressures (Pounds per Square Foot per Foot of Wall Height) Material Type Active Condition (Horizontal Backfill) At Rest Condition (Horizontal Backfill) Above Water Below Waters Above Water Below Water Common Fill or Natural Soil 61 31 82 41 Select Fill 42 21 63 31 Flexible Base or Free Draining Sand (less 10% fines) or Gravel (C33 Size 57) 34 17 54 27 Notes: (a) Lateral earth equivalent fluid pressures were calculated using submerged unit weight of soil and the pressure does not include the hydrostatic fluid pressure of 62.4 psf per foot depth due to differential water levels that occur in -front of the wall and behind the wall. (b) Values provided correspond to soils compacted in according to Section 3.3 Site Preparation and Fill Materials. (c) If flexible base or sand or gravel are used, a minimum of two feet of clay should be placed over the materials. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 15 Table 3.4: Lateral Earth Pressure Coefficients Active Condition At -Rest Condition Material Type (Horizontal Backfill) Horizontal Backfill Common Fill or Natural Soil 0.49 0.66 Select Fill 0.33 0.50 Flexible Base, or, Free Draining Sand (less 5% fines), 0.27 0.44 or, Gravel (ASTM C33 Size= 57) www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 16 4.0 PAVEMENT RECOMMENDATIONS 4.1 Subgrade Soil Preparation Based on subsurface soil information, PSI recommends that 12 inches of select fill can be provided below the pavement materials. Select fill should be compacted as provided in Section 3.3 Earthwork and Fill Materials of this report. Due to the presence of sulfates at the site, the use of lime stabilization is not recommended. As an alternative to preparing the subgrade, the design pavement thickness of rigid pavement can be increased by one inch in addition to the recommended pavement thickness provided in Table 4.1. The thicker pavement section will be constructed over 6 inches of scarified and re -compacted subgrade instead of selectfill subgrade. Structurally, both designs (i.e., pavement over select fill subgrade and pavement with greater thickness over natural soils) are more or less equal. However, it is our opinion that the pavement with select fill subgrade will perform better than the pavement with 1-inch additional thickness on natural soil. This is primarily due to environmental and drainage factors affecting the performance life of this pavement. Non -treated soils are susceptible to movements or softening thus resulting in a loss of support to the concrete pavement structure. The purpose of select fill is to minimize the loss of support and bridge the subgrade from moisture infiltration thereby reducing soil softening and enhancing the performance and life of the pavement. Both pavements would require periodic maintenance. 4.2 Pavement Section AASHTO design methodology can be used to design the pavements. According to AASHTO design methodology, the pavement design thickness primarily depends on strength of the subgrade soils and type of traffic. Traffic includes several types of vehicles with various magnitudes of axle loads that may be subjected to the pavement during its service life. The design involves a traffic analysis that converts various types of vehicles with various magnitudes axle loads to a number of 18-kip equivalent single axle load (ESAL) repetitions. The design engineer should perform the traffic analyses to compute the number of ESALs repetitions that would be subjected to the pavement during its service life or design life. Based on the computed ESALs, an economical and appropriate pavement can be designed accordingly. AASHTO low volume design methodology can also be used to design pavements. The low volume design methodology depends on typical subgrade conditions for 6 different U.S climatic zones and provides minimum thickness for 3 different levels of traffic. Based on AASHTO low volume design and our previous experience, we have provided pavement thickness for both a rigid and a flexible pavement system in the tables below. The tables below include thickness design corresponding to 2 levels of traffic (low and high). It is recommended that the pavement design thicknesses correspond to following: • Low traffic condition: Parking areas expected to receive only passenger vehicles and light pickup truck traffic. • High traffic condition: Parking and drive areas with heavy traffic, fire lanes, trash pickup areas, main access driveways, and 18-wheeler loading/unloading. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 17 Table 4.1: Minimum Rigid Pavement Section Pavement Material(s) Design Thickness Low J J i High Portland Cement Concrete 5.0 inches 7.0 inches Pavement Subgrade As Discussed in Section 4.1 Table 4.2: Minimum Flexible Pavement Section Design Thickness Pavement Material(s) Low L High Hot Mix Asphalt Concrete 2.0 inches 3.0 inches TxDOT Item 340. Type D Flexible Base Material 6.0 inches 8.0 inches TOOT Item 247. Type A or D, Grade 1 or 2 Pavement Subgrade As Discussed in Section 4.1 Large front -loading garbage trucks frequently impose concentrated front -wheel loads on pavements during loading. This type of loading typically results in rutting of the pavement and ultimately, pavement failures. Therefore, it is recommended that the pavement in trash pickup areas consist of a minimum 7-inch thick, reinforced concrete slab. During the construction phase of this project, site grading should be kept in such a way that the water drains freely off the site. Proper finishing of concrete pavements requires the use of sawed and sealed joints. Construction joints should be designed in accordance with current Portland Cement Association guidelines. Joints should be sealed to reduce the potential for water infiltration into pavement joints and subsequent infiltration into the supporting soils. Joint spacing is recommended at 15-foot intervals for plain concrete. Dowel bars should be used to transfer loads at the transverse joints. Normal periodic maintenance will be required. The design of steel reinforcement should be in accordance with accepted codes. The concrete should have a minimum compressive strength of 3,500 psi at 28 days. The concrete should also be designed with 5 ± 1 percent entrained air to improve workability and durability. Pavement materials and construction procedures should conform to TXDOT or appropriate city and county requirements. Surface water infiltration to the pavement subgrade layers may soften the subgrade soils. Considering several factors in the pavement design can reduce surface infiltration. The following are some of the factors that need to be emphasized in order to maintain proper drainage. 1) Appropriate slopes should be provided to drain the water freely from the pavement surface. 2) Joints should be properly sealed and maintained. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 18 3) Side drains or sub drains along a pavement section may be provided. 4) Proper pavement maintenance programs such as sealing surface cracks, and immediate repair of distressed pavement areas should be adopted. 5) During and after the construction, site grading should be kept in such a way that the water drains freely off the site and off any prepared or unprepared subgrade soils. Excavations should not be kept open for a long period of time. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 19 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Secondary Design Considerations The following information has been developed after review of numerous problems concerning foundations throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design and specifications for the project, performance of the project will be improved. 1. Prior to construction, the area to be covered by building should be prepared so that water will not pond beneath or around the building after periods of rainfall. In addition, water should not be allowed to pond on or around pavements. 2. Roof drainage should be collected and transmitted by pipe to a storm drainage system or to an area where the water can drain away from buildings and pavements without entering the soils supporting buildings and pavements. 3. Sidewalks should not be structurally connected to buildings. They should be sloped away from buildings so that water will be drained away from structures. 4. Paved areas and the general ground surface should be sloped away from buildings on all sides so that water will always drain away from the structures. Water should not be allowed to pond near buildings after the floor slabs and foundations have been constructed. 5. Backfill for utility lines that are located in pavement, sidewalk and building areas should consist of on -site fill. The backfill should be compacted as described in the Earthwork and Fill Materials section of this report. Lesser lift thicknesses may be required to obtain adequate compaction. 6. Care should be exercised to make sure that ditches for utility lines do not serve as conduits that transmit water beneath structures or pavements. The top of the ditch should be sealed to inhibit the inflow of surface water during periods of rainfall. 7. Flower beds and planting areas should not be constructed along building perimeters. Constructing sidewalks or pavements adjacent to buildings would be preferable. If required, flower beds and planting areas could be constructed beyond the sidewalks away from the buildings. If it is desired to have flower beds and planting areas adjacent to a building, the use of above grade concrete box planters, or other methods that reduce the likelihood of large changes in moisture content of soils adjacent to or below structures should be considered. 8. Water sprinkling systems should not be located where water will be sprayed onto building walls and subsequently drain downward and flow into the soils beneath foundations. 9. Trees in general should not be planted closer to a structure than the mature height of the tree. A tree planted closer to a structure than the recommended distance may extend its roots beneath the structure, allowing removal of subgrade moisture and/or causing structural distress. 10. Utilities that project through slab -on -grade floors should be designed with some degree of flexibility and/or with a sleeve to reduce the potential for damage to the utilities should movement occur. 11. Soil supported floor slabs are subject to vertical movements. This often causes distress to interior wall partitions supported on soil supported floor slabs. This should be considered in the design of soil supported floor slabs. www.intertek.com/building On 5.2 Construction Materials Testing Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 20 It is recommended that PSI be retained to provide observation and testing of construction activities involved in the foundations, earthwork, and related activities of this project. PSI cannot accept any responsibility for any conditions that deviates from those described in this report, nor for the performance of the foundations if not engaged to also provide construction observation and testing for this project. Observation of all foundation bearing materials, pier construction activities, structural steel and subgrade treatment operations should be performed by a representative of PSI. Density testing should be performed at a rate of one per 2,500 square feet per 8-inch lift in building areas, one test per 10,000-square feet per 8-inch lift in paved areas and 1 per 100 linear feet per 8-inch lift in utility trench backfill. A moisture -density relationship (Proctor), Atterberg's limit and minus 200 sieve test should be performed for each material encountered at finished subgrade elevation. 5.3 Moisture Sensitive Soils/Weather Related Concerns The upper fine-grained soils discovered at this site could be sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. Construction schedules should account for these conditions during wetter times of the year. 5.4 Drainage and Groundwater Concerns Water should not be allowed to collect in the foundation excavation, on floor slab areas, or on prepared subgrades of the construction area either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of any collected rainwater, ground water, or surface runoff. Positive site surface drainage should be provided to reduce infiltration of surface water around the perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. PSI recommends that the contractor determine the actual ground water levels at the site at the time of the construction activities. It may be expedient to drill auger holes or excavate test pits adjacent to the building area immediately prior to construction to determine the prevailing water level elevation. Any water accumulation should be removed from excavations by pumping. Should excessive and uncontrolled amounts of seepage occur, the geotechnical engineer should be consulted. 5.5 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly www.intertek.com/building Oun Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 21 enforced and if they are not closely followed the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. www.intertek.com/building Project Number: 03422543 BONDSBTR-DFW-006 Single -Family Rentals, Fort Worth, Texas March 29, 2023 Page 22 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed BONDSBTR-DFW-006 Single Family Rentals to be located at southeast corner of bonds ranch road and blue mound road in Fort Worth, Texas. If there are any revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied, except in the entirety, without expressed written permission from PSI. PSI is not responsible for any claims, damages, or liability associated with the interpretation or re -use of the subsurface data or engineering analysis or the conclusions or recommendations of others based on the findings and recommendations presented herein. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At that time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This geotechnical report has been prepared for the exclusive use of HPIMF Bonds Land DFW002, LLC and their representatives for the specific application of the proposed BONDSBTR-DFW-006 Single Family Rentals developmentto be located at the southeast corner of bonds ranch road and blue mound road in Fort Worth, Texas. www.intertek.com/building oun APPENDIX www.intertek.com/building 747 w; Mom., Rd V,Z1 Approximate Site Location 7 goig +�ria�4l�u euares - E R a r T ,._..... ,L v _ _ 1 _ M � Li HER IT4GE w '�AIIlence�T 'Vi Me r ! e { _4 rD .�. ". `.. "hiltIF Shi'verfR MW J_�D�+.. r. r i st Q 1;4halesale-'� Wil w i j b d°ICt 4 r5 t �+ �� p ,►' H��masn-Rd; i' � -: � hJ � u'a'�Imart�.�;:IKUllv 0 0 GEOTECHNICAL ENGINEERING SERVICES BONDSBTR-DFW-006 Single Family Rentals SE Corner Bonds Ranch Road and ' Blue Mound Road, Fort Worth, TX FIGURE No. 2 I PSI PROJECT No.: 03422543 DATE: 3/24/2023 DRAWN: HK CHKD:: RC r AERIAL uezention rona zuua-zuut5W- untertek ,, 310 Regal Row, Suite 500 P51Dallas, Texas 75247 PHONE: (214) 330-9211 i ,low TIq loss or ir � r.l,�;set At 4! 5b �1 • fir ' 4II44 f,444Lu i� . • _ ��y��ji r 4W, Of 4wr 7— or— M. �`�. � '!� ���� ,. �^ � `♦ ■lid �'� �� �Im '�`�' � +ram' �►'� `�,-i - °° �.i�°o� �i9�i4r�� ,` , '`n ` �' , �► • IN C—n milli • D Cfl ti. °a v a` rr � IL 106, ru lit Jill No cw - m INA LA r— __ - n� �a cut L • • pY G N. UJ J.I jj C} ry .Cd Afj•- • • LLJ f 1 . •. - _ C LL �' �aa r I t • • 113 LLJ — 21 f'I .: . I_ It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 1 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ op 0 w COORDINATE (X) OR EASTING: a SURFACE ELEVATION: : . -97.34463 zt- U) _� UJ Y z Oz 20 OI 13 22 20 �� U z Q— a 1 0 __ -- N/A COMPRESSIVE TONS/SQ. 1 2 UCUULONGITUDE: 3 . 4 5 UIL Z 106 105 w n FAPPROX. ui w o v� 2.91 2.90 Z j0-J w Qo c NOHP o 78 98 DESCRIPTION - , very stiff to hard, darkbrown, with calcareous deposits, with limestone nodules -Lean clay seam LL 38 I PL 14 PI 24 5 FAT CLAY (CH), very stiff to hard, dark brown to brown, with calcareous deposits, with limestone nodules 23 24 18 53 23 30 -- -- - -- -- -- - - -- 10 15 20 SHALE, soft to very hard, gray T:100(0.7)") T.100(1.7 T:100 OF BORING: 40 FEET DEPTH 2/24/23 hammer, 170lbs, 24-inch drop height :100(3' :100(1. 1.2 TO GROUND GROUND GROUND DELAYED ) ") ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 4-14 __T__ 25 30 35 40 DRILLED: Automatic 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 I_ It C a w v 0 o_ 2 C 0 LL LOG OF BORING B- 2 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ � o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: o APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91985 LONGITUDE:-97.34459 z�LL U) Hd� 0_0 ~m UJ �� �z �� Oz 2O O 26 24 p� p� 0� O� c~n� QJ a UX �o �z Q— 0- 0 N/A COMPRESSIVE O HP STRENGTH TONS/SQ.FT. 1 • 2 UC 3 UU 4 5 }LL �pU a Z 127 w �� rnF �� o w o v� 0.90 Z j w Qo ac) o 83 74 DESCRIPTION - , very stiffto hard,darkbrown, with limestone nodules, with calcareous deposits LL 55 PL 19 PI 36 5 FAT CLAY (CH), very stiff to hard, dark brown to brown, with limestone nodules, with calcareous deposits -sandy lean clay seam 21/8/13 N: 21 24 18 15 45 18 27 _. .__. ___. ___. ._. _ 10 SHALE, soft to hard, gray T:100(3.7 T:100(0.7 T:100 OF BORING: 40 FEET DEPTH 2/24/23 hammer, 170lbs, 24-inch drop height :100(6. :100(5' :100(1. 1.2 TO GROUND GROUND GROUND DELAYED ") ) ") ") ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 25 30 35 Hill 40 DRILLED: Automatic 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I - It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 3 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ op 0 w COORDINATE (X) OR EASTING: a SURFACE ELEVATION: : . -97.34523 zt— U) 0 UJ z Oz 20 OI 39 34 32 0� Q U z a 1 0 -_. -- -- N/A COMPRESSIVE OHP 1 2 . UCUULONGITUDE: 3 . 4 5 UIL Z 103 103 w n FAPPROX. ui w o v� 2.03 2.26 Z j0-J Qo cw) o 90 86 DESCRIPTION - , stiff to very hard, darkbrown, ith limestone nodules, with calcareous deposits LL 63 I PL 24 PI 39 ___. _ _. .___. .___. 5 FAT CLAY (CH), stiff to very hard, dark brown to brown, with limestone nodules, with calcareous deposits 24 16 38 -- -- 10 15 SHALE, soft to hard, gray T:100(5.2 T:100(2.2V) OF BORING: 30 FEET DEPTH 2/24/23 hammer, 170lbs, 24-inch drop height :100(4. TO GROUND GROUND GROUND DELAYED ") ") WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 30 DRILLED: Automatic 35 40 45 50 DEPTH DATE NOTES: DRY 2 feet vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 C 0 LL w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 4 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ � o 0 w 0- J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: Q LATITUDE: 32.91933 LONGITUDE:-97.34572~m z�LL U) Ha� av0 UJ �� �z �� Oz 2O I O 41 28 29 24 24 17 p� p� 0� O� c~n� QJ a UX �o �z Q— a 0 - ..................................................... N/A COMPRESSIVE O HP STRENGTH TONS/SQ.FT. 1 • 2 UC 3 UU 4 5 }LL �pU a Z 94 120 w �� rnF �� a w o v� 0.70 6.27 Z j w Qo a c) o 90 96 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 60 53 I PL 23 20 PI 37 33 .. . -- .. - ... -- .. - ..... 5 10 15 SHALE, very hard, gray T:100(2.2 T:100 OF BORING: 25 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height 1.7 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I - It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 5 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ � Q 0 w 0- J DRILLED: Automatic COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92022 LONGITUDE:-97.34563 Z�LL U) Hd� o-UO ��m TO GROUND GROUND GROUND DELAYED UJ �� �Z �� 0z OZ I O 38 29 25 21 25 19 19 WATER WATER p� p� 0� O� c~n� QJ a UX �o �Z Q— a 0 -- N/A COMPRESSIVE O HP STRENGTH TONS/SQ.FT. 1 • 2 UC 3 UU 4 5 }LL �pd Z 105 111 w �� rnF �� o w o u v� 2.88 4.40 Z j w Qo a o o � 85 98 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits OF BORING: 20 FEET DEPTH 2/24/23 hammer, 170lbs, 24-inch drop height LL 61 57 GROUND I PL 18 23 WATER DURING AFTER WATER: PI 43 34 DRILLING: DRILLING: -- -- -- -- 5 10 15 IT-111- 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I - It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 6 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ op 0 w COORDINATE (X) OR EASTING: a SURFACE ELEVATION: : . -97.34585 z� U) 0 UJ z Oz 20 I O 27 27 24 20 22 13 0� U z Q— a 0 N/A COMPRESSIVE OHP 1 2 . UCUULONGITUDE: 3 . 4 5 UIL Z 96 106 , w n FAPPROX. ui w o v� 1.19 2.33 Z j0-J Qo cw) o 92 94 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 71 58 I PL 21 20 PI 50 38 5 10 15 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 2/25/23 hammer, 170lbs, 24-inch drop height :100(7. 6.2 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 -H 50- DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 LOG OF BORING B- 7 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ � Q 0 w 0- J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92168 LONGITUDE:-97.34532 Z�LL U) Hd� o-C) ��m 1/12/1 N:22 UJ tY� �Z �� 0z OZ I O 31 32 24 20 20 21 p� p� 0� O� c~n� QJ a UX �o �Z Q— o .0 N/A COMPRESSIVE O HP STRENGTH TONS/SQ.FT. 1 • 2 UC 3 UU 4 5 }LL �pd Z 108 109 w �� rnF �� o w o u v� 5.24 4.38 Z j w Qo a o o � 75 98 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 66 54 I PL 22 20 PI 44 34 5 - 10 15 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height :100 6' TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic I-RTIT- -25- -30- -35- -40- -45— DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I - It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 8 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ op 0 w COORDINATE (X) OR EASTING: a SURFACE ELEVATION: : . -97.34573 z� U) 0 11/9/12 N:21 UJ z Oz 20 I O 23 27 22 16 17 21 0� U z Q— a 0 -- ....................................... N/A COMPRESSIVE 1 2 . UCUULONGITUDE: 3 . 4 5 UIL Z 104 105 w n FAPPROX. ui w o v� 5.17 4.32 Z j0-J w Qo c NOHP o 86 66 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 68 54 I PL 17 17 PI 51 37 -- -- -- -- 5 10 15 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height :100(4. 6.2 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 t----------- 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 C 0 LL w v 0 o_ 2 F- C 0 LL LOG OF BORING B- 9 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ � Q 0 w 0- J COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: LATITUDE: 32.92227 LONGITUDE:-97.34516 Z�LL U) Hd� o-UO ��m 6/10/11 N:21 UJ tY� �Z �� OZ 0z I O 27 27 23 21 28 18 p� p� 0� O� c~n� QJ a UX �o �Z Q— a 0 -- 14-1- N/A COMPRESSIVE O HP STRENGTH TONS/SQ.FT. 1 • 2 UC 3 UU 4 5 }LL �pd Z 93 114 w �� rnF �� o w o u v� 1.04 6.19 Z j w Qo a o o � 92 96 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 73 54 I PL 20 19 PI 53 35 - -- -- - 5 10 t.l .......................................... 15 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height 6.7 TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic —25- -30- -35- -40- -45- t H 50— DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-10 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92283 LONGITUDE:-97.34494 _71Wo o U mg0 9/19/2 NA1 Z Ln Oz U 30 24 27 26 15 22 13 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 96 119 w� n ���O� o w , U� 1.69 4.16 ZQj}J o�w CL o ouJ 42 88 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits -clayey sand seam LL 37 52 PL 13 16 PI 24 36 5 -- __. -__. _- - 10 15 20 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height :100 6' TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I_ It C a w v 0 o_ 2 C 0 LL LOG OF BORING B-11 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92200 LONGITUDE:-97.34454 _71Wo o U mg0 N:50(6" Z Ln Oz U 27 22 26 24 26 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 94 97 w� n ���O� o w , U� 1.28 2.10 ZQj}J o�w CL o ouJ 93 92 DESCRIPTION , stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits -sand seam LL 67 79 PL 18 20 PI 49 59 _.__. ___. 5 - - -- 10 SHALE, soft to hard, gray T:100(3.2 T:100 OF BORING: 20 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height 5.7 TO GROUND GROUND GROUND DELAYED ") .' WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 DRILLED: Automatic It 25 30 35 40 45 50 DEPTH DATE NOTES: 19 16 feet feet vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 I - It C a w v 0 o_ 2 C 0 LL LOG OF BORING B-12 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w p COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92249 LONGITUDE:-97.34454 0-0 ~Oz Wo zp� Ln 20 O 27 29 24 18 18 U)2 UX �o �J QZ 0- 0 --. -- -------------------- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UCUU 3 4 5 � Q0 Z ao 113 109 w:�- UvLL n ���O� o- w v� 2.08 2.17 ZQj}J o�w o NOHP oo 91 92 DESCRIPTION , stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits LL 77 51 PL 18 13 PI 59 38 -__. _ 5 - t -- 10 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height :100(4' :100 6' TO GROUND GROUND GROUND DELAYED ) WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B-13 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92392 LONGITUDE:-97.34558 o U mg0 21/12/8 N:20 Wo Z Ln Oz U 44 24 23 19 23 p� U)2 UX �o UJ QZ aOHP 0 -- -------------------- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 100 102 w:�- n ���O� o w , U� 1.73 1.67 ZQj}J o�w CL o oui 90 81 DESCRIPTION , very stiffto hard,darkbrown, with limestone nodules, with calcareous deposits LL 70 56 PL 19 15 PI 51 41 --- -- -- - 5 10 SHALE, soft to hard, gray T:100(1.2 T:100(4.2 T.100 OF BORING: 20 FEET DEPTH 2/24/23 hammer, 170lbs, 24-inch drop height 2.2 TO GROUND GROUND GROUND DELAYED ") ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vltertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 C 0 LL w v 0 o_ 2 F- C 0 LL LOG OF BORING B-14 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w p COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92347 LONGITUDE:-97.34532 0-0 ~Oz Wo zp� Ln 20 O 32 32 31 31 16 17 U)2 UX �o �J QZ 0- 0 N/A COMPRESSIVE OHP STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 QUvLL � 0 Zo 98 107 wc�- n ���O� w v� 0.92 6.90 ZQj}J o�w c) oo 93 96 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 67 54 PL 23 20 PI 44 34 5 10 ...klkt� ... ....... 15 SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100(5. 5.2 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I - It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B-15 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92304 LONGITUDE:-97.34586 o U mg0 Wo Z Ln Oz U 30 29 28 27 18 19 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 96 101 w:�- n ���O� o w , U� 1.26 1.50 ZQj}J o�w CL o oui 93 95 DESCRIPTION , very stiff to hard,dark brown, with limestone nodules, with calcareous deposits LL 74 70 PL 22 22 PI 53 48 _-__. _ _. .__. 5 10 15 SHALE, soft to hard, gray T:100(6.2 T:100 OF BORING: 25 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height 5.2 TO GROUND GROUND GROUND DELAYED ") -' WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-16 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: LL _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92346 LONGITUDE:-97.34630 _71Wo Z�LL in Hd� av0 ~m N:50(6" �� �z Ln� Oz 20 O 30 30 19 13 17 p� p� O� J O� U)2 QJ a UX �o �Z Q— 0- 0 -- - N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � }0 QU �a Z 107 106 w� Uv rnF �� o-w o vco 1.59 4.89 Z j w Qo ac) o 89 98 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits -sand seam LL 71 55 I PL 23 19 PI 48 36 -- - -- - -- -- - 5 10 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 3/4/23 hammer, 170lbs, 24-inch drop height :100(3. 3.2 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-17 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92391 LONGITUDE:-97.34613 _71Wo mg0 4/22/1 N:37 Z Ln Oz U 29 29 10 8 20 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .o 114 w� n ���O� o w , U� 1.65 ZQj}J o�w CL o ouJ 89 50 70 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits -clayey sand seam LL 71 32 PL 25 16 PI 46 16 -- -- -- -- 5 10 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100(7. :100 6. :100 6' TO GROUND GROUND GROUND DELAYED ") . WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 C 0 LL w v 0 o_ 2 F- C 0 LL LOG OF BORING B-18 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w p COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92400 LONGITUDE:-97.34667 _71Wo 0_0 zp� Ln Oz 20 O 33 30 28 11 16 U)2 UX �o �J QZ 0- 0 -_. ..................................................... N/A COMPRESSIVE OHP STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 QUvLL � 0 Zo 97 106 w� n ���O� w v� 1.26 6.78 ZQj}J o�w CL c) oo 89 55 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits -lean clay seam LL 75 46 PL 23 15 PI 52 31 _ __ _. ___. ___. 5 10 15 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100 6' TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-19 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92320 LONGITUDE:-97.34685 _71Wo o U mg0 5/10/1 N:21 :100(3' Z Ln Oz U 24 18 23 19 17 ) p� U)2 UX �o UJ QZ aOHP 0 N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i711 106 108 w� n ���O� o w , U� 2.04 2.02 ZQj}J o�w CL o ouJ 91 68 DESCRIPTION , stiff to hard, darkbrown to brown, with limestone nodules -lean clay seam LL 57 42 PL 17 16 PI 40 26 41116 --- -- 5 10 15 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100 5. TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: ------------ 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 I_ It C a w v 0 o_ 2 F- C 0 LL LOG OF BORING B-20 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92365 LONGITUDE:-97.34711 _71Wo o U mg0 1/14/1 N:26 Z Ln Oz U 29 13 14 27 15 17 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 115 109 w� n ���O� o w , U� 1.85 3.42 ZQj}J o�w CL o ouJ 46 36 97 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits -clayey sand seam LL 43 53 PL 18 26 PI 25 27 -- -- -- - 5 T41 1A 10 15 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100 6. TO GROUND GROUND GROUND DELAYED " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-21 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92396 LONGITUDE:-97.34769 _71Wo o_U m 3/20/2 N:41 Z Ln 0z O 21 21 21 12 14 p� U)2 UX �o �J QZ aOHP 0 -- __. N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 � QU 0 C1.w Zo 108 w� vLL n ���O� u vco 6.68 ZQj}J o�w CL o o �Q 92 48 96 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits lean clay seam LL 56 48 I PL 18 24 PI 38 24 -- -- -- -- 5 .__. .__. .__. ._. _ 10 SHALE, soft to hard, gray T T:100 T.100 OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height 1006.2 5.2 5.2 TO GROUND GROUND GROUND DELAYED ") " " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 C 0 LL w v 0 o_ 2 F- C 0 LL LOG OF BORING B-22 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92305 LONGITUDE:-97.34767 o-U m Wo Z Ln 0z O 29 32 19 16 23 19 p� U)2 UX �o �J QZ aOHP 0 -- - N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 � QU 0 C1.w Zo 106 106 wc�- vLL n ���O� u vco 1.32 3.13 ZQj}J o�w o o �Q 89 98 DESCRIPTION , very stiff to hard, darkbrown to brown, with limestone nodules, with calcareous deposits LL 74 56 I PL 28 24 PI 46 32 ... --- -- .. -- -- .. -- . --- .. -- -- ..... 5 ----------------- 10 15 SHALE, soft to hard, gray T:100(6.2 OF BORING: 25 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100 4. TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-23 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I- _ 0 w COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92338 LONGITUDE:-97.34772 _71Wo o_U m 3/20/1 N:35 �Z LO �O� 0z O 32 10 14 12 14 p� U)2 UX P0 � aOHP 0 -- -_. N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 �U 0 Z 102 113 w� vLL n w u vco 1.42 1.80 Z j}J w QoJ CL o o �Q 68 63 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits -sand seam LL 66 50 I PL 21 19 PI 45 31 __ -- _ -- -- _.___._ - 5 10 15 SHALE, soft to hard, gray T:100(5.7)") OF BORING: 20 FEET DEPTH 2/23/23 hammer, 1701bs, 24-inch drop height :100 5' TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I_ It C a w v 0 x C 0 LL LOG OF BORING B-24 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92396 LONGITUDE:-97.34843 _71Wo o U mg0 2/22/3 N:56 Z Ln Oz U 12 20 19 20 25 p� U)2 UX �o UJ QZ aOHP 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 105 110 w� n ���O� o w , U� 2.42 2.93 ZQj}J o�w CL o oui 91 82 DESCRIPTION , very stiffto hard,darkbrown, with limestone nodules, with calcareous deposits -lean clay seam LL 70 45 PL 24 14 PI 46 31 -- -- -_... 5 - - - - - 10 SHALE, soft to hard, gray T:100(6.2 T:100 OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height 5.7 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 I_ It C a w v 0 o_ 2 C 0 LL LOG OF BORING B-25 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92366 LONGITUDE:-97.34798 _71Wo o U mg0 N:50(3" Z Ln Oz U 33 28 20 31 13 p� U)2 UX �o UJ QZ aOHP 0 N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 95 114 w� n ���O� o w , U� 1.10 3.25 ZQj}J o�w CL o oui 93 89 DESCRIPTION , stiffto hard,darkbrown, with limestone nodules -lean clay seam LL 64 41 PL 20 15 PI 44 26 _.__.__ _. 5 10 ----------------- SHALE, soft to hard, gray T:100 OF BORING: 25 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100(6. 5.2 TO GROUND GROUND GROUND DELAYED ") " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 25 DRILLED: Automatic 30 35 40 45 M-1 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-26 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w p COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92345 LONGITUDE:-97.34847 _71Wo 0_0 zp� Ln Oz 20 O 35 31 16 22 17 U)2 UX �o �J QZ 0- 0 -- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 QUvLL � 0 Zo 107 107 w� n ���O� w vco 1.44 3.71 ZQj}J o�w c CL NOHP oo 75 96 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules, with calcareous deposits -lean clay seam LL 40 I PL 16 PI 24 -- -- -- - 5 1-TAT41 -1 10 SHALE, soft to hard, gray OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100 7' TO GROUND GROUND GROUND DELAYED 18 WATER WATER 56 GROUND 23 WATER DURING AFTER WATER: 33 DRILLING: DRILLING: 15 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-27 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92306 LONGITUDE:-97.34843 o U mg0 9/12/9 N:21 Wo Z Ln Oz U 37 30 18 17 18 p� U)2 UX �o UJ QZ aOHP 0 ------ N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i711 105 116 w:�- n ���O� o w , Uco 1.67 0.97 ZQj}J o�w CL o ouJ 49 91 DESCRIPTION , very stiff to hard,dark brown to brown, with limestone nodules LL 57 53 I PL 17 17 PI 40 36 W-- -- - 5 10 SHALE, soft to hard, gray T:100 OF BORING: 20 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100(5' 5.2 TO GROUND GROUND GROUND DELAYED ) -' WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 DRILLED: Automatic 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 I_ It C a w v 0 o_ 2 C 0 LL LOG OF BORING B-28 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92393 LONGITUDE:-97.34483 _71Wo o U mg0 :50(14') Z Ln Oz U 18 13 13 17 2 p� U)2 UX �o UJ QZ aOHP 0 --. N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i 103 113 w� n ���O� o w , Uco 0.52 1.87 ZQj}J o�w CL o ouJ 51 66 DESCRIPTION , very stiffto hard,darkbrown to brown, with limestone nodules -lean clay seam LL 36 41 I PL 15 16 PI 21 25 ____. .___._ 5 . __. _. . __. _. 10 SHALE, soft to hard, gray OF BORING: 25 FEET DEPTH 3/6/23 hammer, 170lbs, 24-inch drop height :100(7' :100(6' :100 5. TO GROUND GROUND GROUND DELAYED ) ) " WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 15 20 25 DRILLED: Automatic 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 LOG OF BORING B-29 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w U COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 LATITUDE: 32.92055 LONGITUDE:-97.34526 o U mg0 Wo Z Ln Oz U 25 30 23 p� U)2 UX �o UJ QZ aOHP 0 N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 2 UC 3 AUU 4 5 QUvLL � 0 Z .2i w:�- n ���O� o w , U� ZQj}J o�w CL o oui 94 DESCRIPTION , stiffto hard,darkbrown, with limestone nodules, with calcareous deposits LL 75 PL 19 PI 56 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-30 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: LL _ o 0 w } J p COORDINATE (X) OR EASTING: J COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92113 LONGITUDE:-97.34516 Z�LL in Hd� av0 ~m Wo �� �z L� Oz 20 O 41 23 19 p� p� O� J O� U)2 QJ a UX �o �Z Q— 0- 0 -_. N/A COMPRESSIVE O HP STRENGTH TONS/SO.FT. 1 • 2 UC 3 UU 4 5 � }0 QU �a Z w:�- Uv rnF �� o-w o v� Z j w Qo aoN o 89 DESCRIPTION , very stiffto hard,darkbrown, with calcareous deposits LL 71 PL 20 PI 51 ---. ---. ---. _ _. 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-31 BONDSBTR DFW 006 Single Family Rentals SE Corner of Bonds Ranch Road and Blue Mound Road TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: SEE BORING LOCATION PLAN PSI Project No.: 03422543 I--: _ 0 w p COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: a APPROX. SURFACE ELEVATION: 2 Q LATITUDE: 32.92244 LONGITUDE:-97.34555 0-0 Wo zp� Ln Oz 20 O 31 30 23 U)2 UX �o �J QZ 0- 0 -------------------- N/A COMPRESSIVE STRENGTH TONS/SO.FT. 1 •UCUU 2 3 4 5 � 0 Q Z ao wc�- UvLL n ���O� o- w v� ZQj}J o�w o NOHP oo 94 DESCRIPTION , very stiffto hard,darkbrown, with calcareous deposits LL 64 PL 19 PI 45 _ --. -. .- --. .- _ -. - 5 DRILLED: Automatic OF BORING: 6 FEET DEPTH 2/23/23 hammer, 170lbs, 24-inch drop height TO GROUND GROUND GROUND DELAYED WATER WATER GROUND WATER DURING AFTER WATER: DRILLING: DRILLING: 10 15 20 25 30 35 40 45 50 DEPTH DATE NOTES: DRY NOT ENCOUNTERED vttertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Intertek psi RECOVERY KEY TO TERMS AND SYMBOLS USED ON LOGS ROCK CLASSIFICATION DESCRIPTION OF RECOVERY % CORE RECOVERY Incompetent < 40 Competent 40 TO 70 Fairly Continuous 70 TO 90 Continuous 90 TO 100 ROCK QUALITY DESIGNATION RQD DESCRIPTION OF ROCK QUALITY ROD Very Poor (VPo) 0 TO 25 Poor (Po) 25 TO 50 Fair (F) 50 TO 75 Good (Gd) 75 TO 90 Excellent (Exlnt) 90 TO 100 SOIL DENSITY OR CONSISTENCY DENSITY CONSISTENCY TCP FIELD IDENTIFICATION (GRANULAR) (COHESIVE) (BLOWS/FT) Very Loose (VLo) Very Soft (VSo) 0 TO 8 Core (height twice diameter) sags under own weight Loose (Lo) Soft (So) 8 TO 20 Core can be pinched or imprinted easily with finger Slightly Compact Stiff (St) 20 TO 40 Core can be imprinted with considerable (SlCmpt) pressure Compact (Cmpt) Very Stiff (VSt) 40 TO 80 Core can only be imprinted slightly with fingers Dense (De) Hard (H) 80 TO 5'7100 Core cannot be imprinted with fingers but can be penetrated with pencil Very Dense (VDe) Very Hard (VH) 5"/100 to 0,7100 Core cannot be penetrated with pencil BEDROCK HARDNESS MORHS' CHARACTERISTICS EXAMPLES APPROXIMATE TCP SCALE PEN TEST 5.5 to 10 Rock will scratch knife Sandstone, Chert, Schist, Granite, Very Hard 0" to Gneiss, some Limestone (VH) 2'7100 3 to 5.5 Rock can be scratched Siltstone, Shale, Iron Deposits, most Hard (H) V, to with knife blade Limestone 511/100 1 to 3 Rock can be scratched Gypsum, Calcite, Evaporites, Chalk, Soft So () 4" to 1 with fingernail some Shale 6"/100 RELATIVE DENSITY FOR GRANULAR SOILS APPARENT SPT CALIFORNIA MODIFIED CA. RELATIVE DESNITY (BLOWS/FT) SAMPLER SMAPLER DENSITY (%) (BLOWS/FT) (BLOWS/FT) Very Loose 0 to 4 0 to 5 0 to 4 0 to 15 Loose 4 to 10 5 to 15 5 to 12 15 to 35 Medium Dense 10 to 30 15 to 40 12 to 35 35 to 65 Dense 30 to 50 40 to 70 35 to 60 65 to 85 Very Dense >50 >70 >60 85 to 100 CONSISTENCY OF ROCK CORES CONSISTENCY UNCONF. COMP. STRENGTH IN TSF Very Soft 10 TO 250 Soft 250 TO 500 Hard 500 TO 1000 Very Hard 1000 TO 2000 Extra Hard >2000 CONSISTENCY OF COHESIVE SOILS CONSISTENCY N-VALUE (Blows/Foot) SHEAR STRENGTH (tsf) HAND PEN VALUE (tsf) Very Soft 0 TO 2 0 TO 0.125 0 TO 0.25 Soft 2 TO 4 0.125 TO 0.25 0.25 TO 0.5 Firm 4 TO 8 0.25 TO 0.5 0.5 TO 1.0 Stiff 8 TO 15 0.5 TO 1.0 1.0 TO 2.0 Very Stiff 15 TO 30 1.0 TO 2.0 2.0 TO 4.0 Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+ DEGREE OF PLASTICITY OF COHESIVE SOILS DEGREE OF PLASTICITY PLASTICITY INDEX (PI) SWELL POTENTIAL None or Slight 0 to 4 None Low 4 to 20 Low Medium 20 to 30 Medium High 30 to 40 High Very High >40 Very High MOISTURE CONDITION OF COHESIVE SOILS DESCRIPTION CONDITION Absence of moisture, dusty, dry to touch DRY Damp but no visible water MOIST Visible free water WET SAMPLER TYPES SOIL TYPES i L[1 CLAYY (CLI CLA�) SI9LT NO TXDOT SHELBY SAMPLE CONE TUBE ABBREVIATIONS d j LIMESTONE SHALE SANDSTONE KI PL — Plastic Limit Qp — Hand Penetrometer NO ROCK SPLIT s1:1 ANDn RAVEL P ILL LL — Liquid Limit QD — Unconfined Compression Test RECOVERY CORE SPOON a WC — Percent Moisture UU — Unconsolidated Undrained Triaxial o� a 0 INITIAL GROUND WATER Note: Plot Indicates Compressive Strength as Obtained By ASPHALT CONCRETE Above Tests AUGER FINAL GROUNDWATER SAMPLE U.S. STANDARD SIEVE SIZE(S) U.S. OF GRANULAR SOILS 6" 3" 3/4" 4 10 40 200 BOULDERS COBBLES GRAVEL SAND SILT OR CLAY CLAY COARSE I FINE ICOARSEIMEDIUMI FINE 152 76.2 19.1 4.76 2.0 0.42 0.074 0.002 GRAIN SIZE IN MM I o E U, ao w _ ro L i ) U') C !B H O (d V.- j-+ O co L U C (O Ln C O CO O Lo c v o Ul) v � a a; O C7 U 0 c� O N O r11 W U c Cv U W U L- �7